Loading...
HomeMy WebLinkAboutNOASCANNED BY St Lucl' C MIA�MI•DADE e ounry MIAMI-DADE COUNTY 01!&6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1I805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 Series "PW-5420 Vinyl' PVC Fixed Window—N.I. indow NOA (NI)", sheets 1 through 9 of 9, dated 09109/14, with revision A dated 06/08116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's 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 by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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# 14-0930.24 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. — The submitted documentation was reviewed by Manuel Perez, P.E. Y_71011� NOA No. 16-0629.11 Expiration Date: April 30, 2020 Approval Date: August 04, 2016 Page 1 � - - F' , t 7kL, PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.14-0930.24) 2. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (Ni)", sheets 1 through 9 of 9, dated 09/09/14, with revision A dated 06/08/16, 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, Duraseal® spacer system, Super Spacers NXTrm 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idahnis Ortega, P-E. (Submitted under previous NOA No.14-0930.24) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 14-0930.24) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). M nuel P4ez, P.E. Product Contr E aminer NOA No. 16-0629.11 Expiration Date: April 30, 2020 Approval Date: August 04, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERUL CERTIFICATIONS 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04116/15, expiring on 04/16/20. 3. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-51' Edition (2014), dated September 27, 2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0930.24) 2. Statement letter of no financial interest, dated September 27, 2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.14-0930.24) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.14-0930.24) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTBERS 1. Notice of Acceptance No. 14-0930.24, issued to PGT Industries, Inc. for their Series "PW-5420 Vinyl" PVC Fixed Window - N.I. approved on 04/30/15 and expiring on 04/30/20. Manuel P ez E. Product Control xam' er NOA No. 1 9.11 Expiration Date: April 30, 2020 Approval Date: Angust 04, 2016 E-2 GENERAL NOTES: SERIES 5420 NON -IMPACT RESISTANT VINYL FIXED WINDOW H THIS PRODUCT RAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE MORIDA BUILDING CODE, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE "Z). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 9) FOR MASONRY APPLICATIONS IN MIAMM)ADE COUNTY, USE ONLY MIMV-DADS COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CM CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) AL WOOD BUCKS LESS THAN 141 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X PRE 1-1R'THICK OR GREATER 1X AND V SUCKS (WHEN USED) 51A BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN ANO INSTALLATION 13 ME RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHffECT OF RECORD, (AORI. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALEp.OVERAlEA SINGPLASHING STRATEGY FOR WATER RESISTANCE OF INSTALIATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) MAX. 1M' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE ME PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY ME WINDOW. 7) DESIGN PRESSURES: A NEGATNE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13M. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE M-li3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR ME EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET ME REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) META. SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY ME AUTHORITY HAVING.IURISDIC ION. 10) REFERENCES: TEST REPORTS F71.7697: ELCO ULTRACON NON ELCO CRETEFLE( NOA; ELM AGGREGATOR NO& ROYAL WINDOW AND DOOR PROFILES LTD WHITE & BROMM IGHTER SHADES OF CA` COATED PVC EXTtUSION NOA'S: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAFSPA NOS B ALUMINUM DESIGN MANUAL MA%. BUCKOL TABLES 46 (SHORTT OR LONG SIDE) B,SEE MM. O.C. SEE TABLES11 e. D, SEE_ iH.SEE _ SMEEfd VISIBLE LIGHT WIDTH MAX BUCK HEIGKT,SEE _�.—_—_—_—__. ___ _� (' �- (LONG OR S SHOT SIDE) VISIBLE A A A. SEE C HEIGHT SHEETS / NAX SEE TABLES MAX. O.C. 49 SEE _ TABLES 49 Bf- WMAX. D� TYP. EOUAL-LEGBOX & FLANGE FRAME (90- CORNERS) 6'MAX r-- 1 8.L VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH -4VI V HEIGHT: RUCK HEIGHT- 43f16- STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC), STH EDITION _ •ASTM E7300W •ANSVAF&PA NDS2012 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM.2010 •AISI-S1000782.2010 NT O� BEEE TABLES / 0.9 6' MPX �.O / SEE TABLES / VISIBLE 48 LIGHT HEIGHT MPX / EIGHT SX HEIGHT, SEE TLONGO 9 VISIBLE (LONG LIGHT WIDTH SHORT SIDE) MAX QQ 6'MAX 1 111"""---"'-----�TT� SEETABlE50.9 MAX. BUCK WIDTH SEE TABLES b9 (SHORT OR LONG SIDE) TYP. EQUAL-LEGBBOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) IMPACTRATNG pESIGN PRESSURE MTNG NOT RATED FOR IMPACT RESISTANCE VARIESPERGIASSTYPE,SEE TABLES 49, SHEETS" MAX BUCK WIDTH SEETABLES 441 (SHORT OR LONG SIDE) �I Fes- MN%. O.C. SEE TABLES 4b VISIBLE UGHTWIDTH j----------- -- VISIBLE LIGHT HEIGHT TYP. INTEGRAL FIN & J-CHANNEL FRAME(90• CORNERS) (ANCHORED THROUGH NAIL FIN) 1.25' MAX C.SEE SHEET4 MAX SUCK HEIGHT. SEE TABLES 49 (LONG OR SHORT SIDE) It Oe. A i OJ m m J m ZLL hLL LU 0 2 115'MAX r IZMB1 ID O n> p0 —� �Z nz MAX MAX. O.C. SEE O.C. TABLES" T� SEE i TABLES 1 49 / VSBLE / LIGHT HEIGHT MAX. RUCK / HEIGHT, SEE TABLES R (LONG OR VISIBLE SHORTSIDE) LIGHTWDTIi 1III Z5. J MAX.O.C.SEETABLES40 '"1 r 1.25'MAX MAX MAX. BUCK WIDTH SEE MI_ES49 (SHORTOR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVEDOR ANGLED CORNERS (ANCHORED THROUGH NAIL FIN) mul JR-05105115-ADDEDSPACERS nTO SHEEP G. _ b C 0 Z O Z W X LL N9.58705 I11111111111'- A. LYNN MILLER P.E. P.E.'am Glass Type Deemlpden Table 2 71V G.:1/8' T Exterior Cap a 518' Alr Space+ 1/6'T 5 4 7/8'I.G.: 3119-T Exterior Cap+ ll7AirSpece+ WIV T 7 5 1.1 1114-A Exterior Cap+ 1/2' AV Space +-114' A S 6 1-li1/4' T Exterior Cap+ 1/2-Alr Space +11rT 9 'A'=ANNEALED 'r=TEMPERED Group Anchor Substrate Min. Edge Distance Min. Embedment A !)10 SMS (areal, I" S.S. Or4103.S ere me - . ) 1 e' Steel, A3V 31B' 0.050' Steel Stud, A653 GL 31 318' 0.0451'(18 Ga.) Aluminum, 601 air 0.050' Wile steel Uit icon P.T. Southern Pine (SG=0.55) T116' 13/8' Concrete (min. 2.85 kill) 1' 1 We' Ungromed CMU, ASTM D90) 2-17 1-1/4' S p12 S MS (steel, 1SS.S. or 410 S.S. P.T. Southern Pine(SG=0.55) 9/iG 1. a. Steel, AW 31V 0.050' Steel Stud, A653 St. 33• 318' 0.0451' (18 G.) C i/4' steel UlUacm Concrete (min. 2.85 kal) 1' 1314' Ungrouted MU. (ASTM C90) 2-1/1 1-114' 1/4' Steel Ultmcon w 1' I- TV steel Cretellu CMU, (ASTM 0-90) Ung114' 2-1/Y 1-1/4' P.T. hem Pine (SG=0.55) P.T. Southern 1' 1318' D 1/4'steel Aggrei P.T. Southern Pine(SG=0.55) 1' 1318' Grouted CMU, (ASTM C-90) 2' 7 1/4'steel Ullydcon Concrete (min. 785 kill) 2.11 1.3r4' 1/4'steel Crelelex Concrete min. 3.35 kill 2-117 13/4' 1l4' steel Aggrei Concrete(min. 3275 ON) 7-1l7 13I8' Group Anchm Substrate Min. Edge Distance Min. Embedment' E 2-1/7 x .131' Canmen Nod P.T. SOmhem Pini wr 2A/1V 2-1/2- Ringshank Racing Nail P.T. SuAhem Pim (SG=.55) 318' 2-7/16' F #IOTeasMsd SMS (ate,, 0S.S. a 410 S.S.)S.S.) P.T. SOuihem Plre (SG=.55) 1/7 138' Nuninum, 60(1 3/r 0.05W Steel SWQ Gr. 33• 318' 0.0451' (18 Go.) Steel, A38• ye• 0.050' 812 SMS (steel, 183 S.S. u4109.5.) P.T. SMIem Pine(SG=.55) 9/1C 1318• Aiuninum, 6063-TV 318, O.M. Ste, SWd, Gr. 33' 3/8' 0.050' Steel, A38• 311 0.050' MIN. OF 3 THREADS BEYONDTHEMETPL SUBSTRATE.FOR STEEL STUDS, MIN FUW5 Mi. -UNGROUTED CMW VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. WINDOW FRAMES MAY BE ANY OFTHOSE SHOWN BELOW: 0 BOX OR EQUAL FLANGE LEG J-CHANNEL Q INTEGRAL FW a ALLARCHITECTIIRAL WIN00W SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. IMSCRIBETIIE SHAPE INA BLOCK (SEE EXAMPLES SELOWI, MD OBTAIN DESIGN PRESSURES FORTHAT BLOCK SIZE FROM DESIGN PRESSURETABLES 49, SHEETS 68 ♦•- 6010E Imo- IDE �� Imo- SIDE -� + SHORT -- --- 0 Ali 1 1 a LONG LONG LONG LONG LONG f< SHOE -"i F^ SHOE � f'— 510E "1 �'^ SHOE � I-- SIDE r--- � r— ,--- r— , , I � Ti I T� � O Tr � 1 09� y� y I Np •MIMOF3THREADS I ---�J® BEYONDTHEMETAL 0ERT.OFAUTH.8282 SUBSTRATE. FOR 1070 TECHNOLOGY I STEEL STUDS, MIN Fwslcsl. N. VENICE, FL 34275 (941)-48D-1600 IEI VINYL FIXED WINDOW NOA(NI) Igl 919114 ". GLASSIANCHORS/FRAME OPTIONS ere JROSOWSKI NTS IA 20F9 MD-5420.0 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETFICMU. INSTALLATION OPTION 1 EMBEDMENT ANCHOREDTHROUGH EDGE DISTANCE Imo. 1IO'MAX FRAMEINTO2XWOOD SHIM 2 I'WE OR BUCKSTRIP. I SEENOTE2 THISSHEET. EDGE u - HOR TY1'THICKLQ 1/4' MAX SHIM EMBEOM DITANCEOE TYP.ANCHGRTYPE. DISTANCE PER 6 EMBEDMENTAND SUBSTRATE, EDGE DISTANCE PER SEE TABLE 2, SHEEi2. I�I SUBSTRATE, SEE O I� 5 TABLE2.SHEET2. =C O 7/8-THICKI.G FLANGE E%iERIOft III FRAME FT VISIBLELIGHI'WIDTH SHOWN V 71W THICK I.G. NOTES BUCK WIDTH LISTED ON TABLE. HEET 2. FCLLOW EMBEDMENT HORIZONTAL SECTION A -A AND EDGE DISTANCE LIMBS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION, PEG COMPLIANT ALUMINUMISTEEL FRAMIL 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES' VISIBLE PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1/4-MA)(. BUCK LIGHT 1-In' THICKARE TO BE CONSIDERED IX SHIM HEIGHT HEIGHT INSTALLATIONS.IX WOOD BUCKSARE OPTIONAL IF tl180Rtl12 STEEL UNIT IS INSTALLED DIRECTLYTOSUBSTRATE W000 SMS (GS). SEE BUCKS DEPICTED AS 2X ARE 1-lW THKX OR TABLE 2, SHEET2. GREATER. IXAND 2X BUCKS (WHEN USED) SHALL BE DESIGNEDTOPROPERLYTRANSFERLOADSTOTHE STRUCTURE. WOOD BUCK DESIGNAND INSTALLATION IS THE RESPONS191LRY OFTHE ENGINEER ORARCHTTECTOF RECORD. WIDTH OR HEIGHT REFERRED �Q 3)VISIBLE LIGHT (ALSO TO AS DAYLIGHT OPENING)15 MEASURED FROM EXTERIOR II n a 4 u EQUAL - LE ox SOWNE H a INSTALLATION OPTION 2 ANCHOREDTRROUGH FRAMEDIRECRYINTO VERTICAL. SECTION B-B CONCRETEICMU. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEMMU. SEE NOTE 2, THIS SHEET. Imo--- EMBEDMENT 1/4'SHIM SHIM 4 EDGE Q DISTANCE 9 TYP.AI PE, �� EMBEDENTAN O STANCR EOBEDISTE.SM SUBSTRATE,SEE TABLE2, SHEET 2.._ e o T EQUAL FRAME FRAME - SHOWN w MAX.SHIM BEADINGTOBEADING. FLANGE L___j EOUAI. FRAME I -I LEG/BOX SHOWN III FRAME TYP.ANCHORTYPE, EMBEDMENTANDEDGE ODLJ 'JI EXTERIOR SHOWN D DISTANCE PER SUBSTRATE, 6EETASLE2,SHEET2. INSTALLATION INSTALLATION OPTION 4 OPTION 4 A`CHOREDTiROUGH ANCHOREDTHROUGH -1/4-MAX.SHIM FRAMEINTOMETAL FRAME INTO META VISIBLE LIGHT FORMULAS WIDTH: SUCK WIDTH -"lIW HEIGHT: BUCK HEIGHT-O IV EDGE DISTANCE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 VINYL FIXED WINDOW NOA (NI) FLANGE & EQUAL-LEGA30X FRAMES NTS DUI 30F9 JUJ MD-5420.0 Ipil A I I "'"p.um ''` INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES 1/4-MAX SHIM - INSTALLATION OPTION 5 EMBEDMENT ANCHOREDTHROUGH L EMBEDMENT O INTEGRAL FIN INTO 2X WOW FRAME OR SUCKSTRIP. SEE EDGE NOTE2.THISSHEET. EDGEDISTANCE DISTANCE J-CHANNEL FRAME SHOWN `1/0•MA%. SHIM TYP.MICHORTYPE, EMBEOMENTAND TYP.ANCHORTYPE, EDGE DISTANCE PER 1 EMBEDMENTANDEDGE SUBSTRATE,SEE 8 a DISTANCE PER SUBSTRATE. TABLE2,SHEETZ SEETASLE3.SHEET2. (SCREWSHOWN) !CHANNEL 5 (MAIL SHOWN) FRAME SHOWN NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3. SHEET 2. T/B'THICK I.G, 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 VISIBLE AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LEW BUCK LIGHT THAN 141 THICK ARE TO BE CONSIDERED 1X HEIGHT HEIGHT INSTALLATIONS. 1X W00D BUCKS ME OPRCNAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS VASE 1-1Q•THIM OR GREATER IXAND U BUCKS (WHEN USEO) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 1•TIIICKI.G. THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLJGHT OPENING) IS MEASURED FROM BEADING TO SENDING EMRIOR a INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 5 INTEGRAL FIN INTEGRALFININTO U WWDFEMBEDMENT BUCKSTRIP. .SE FORFOR SEE NOTE 2. THISSHEET. VERTICAL SECTION D-D INSTALLATION OPTIONS ANCHORED THROUGH FRAME I WOOD FIRMS BLICKSUCKSTRIP.SEE 1 NOTETE 22, THIS SHEEP. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INT02X WOOD FRAME OR BUCKSTRIP. SEE NOTE2,THISSHEET. 10L �TIB°THICK I.G. EXTERIOR MSIBLEUGHTWDTH V BUCK WIDTH HORIZONTAL SECTION C-C NW ON, FBC COMPLIANT ALUMINUMISTEEI FRAMING OR STEEL STUD. )R HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLES 253. SHEET2 #100RMSTEEL 1/<'MAK 1/A'MAK SHIM SANS (G5), SEE �' I'� SHIM I TASLEET 6 I SHEET & INTEGRAL FIN O TYP.MN ORTYPE. EMBEDMENT FFAMESHOWN 0 AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 7 UP MAX INSTALLATION THROUGH THE INTEGRAL FIN, SHIM INTO METAL, SEE TABLE 3, SHEET 2. PEDGE olsraNDE VISIBLE LIGHT FORMULAS 11 27. WIDTH: BUCK WIDTH-OaNS' HE1d1T:BWKHEIGHT-d3HC N. VENICE. FL 34275 IN AND/OR FLANGE MAY BE REMOVED INFIELD EXTERIOR V � INSTALLATION OPTION B INSTALLATIONTHROUGHTHEFRAME. INTO METAL, SEE TABLE 2, SHEET 2. FIXED WINDOW NOA(NI) VNEL & INTEGRAL FIN FIR NTS IN 4OF9 1l4'MAX. SnIM �~ EDGE DISTANCE JTEGRAL CHORTYPE, FIN EMBEO'ENTAND M. FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3. SHEET 2. (NALSHOWN) 1Sj 919114 J ROSOWSKI MD-5420.0 PRODUCIREVISED ss �anelviv¢wiW We FlmiEA ]18'NOM. I16'A +{ l/B'NdTYPE2 ]B'NOM. �{ ]IB'NOM. 1/8"AGLASS 1/8'T GLASS GLASS 3/16'TGLASS 518'AIR SPACE 5/8"AIRSPACE12'AIR SPACE 12'AIR SPACE- 1/ A GLASS i/8' T GLASS3/16" A GLASS 3/16' T GLASS a EXTERIOR a EMERIORa EMERIOR a E%iERIOR 6D83 80.83 60E3 80-33 GLASS TYPE 1 GLASS Lwo GLASS TYPE 3 GLASS TYPE 4 1°NOM 1'NOM. +{ EXEERIOR 1R'NOM.GV 1/4'A GLASS 1/4'T GLASS ea-B3 BITE WP. 12' AIR SPACE 12' AIR SPACE 74 1/4'6GLASS 1/4'TGLAS • 6 a aEXEERIOR aEXTER10R 6083 Bb63 ]e IIUII �n 0 GLASS TYPE 5 GLASS TYPE 6 TYP. GLAZING DETAIL GWANGNOT D T e TEMPTJiED Sltle Qn) Q { S�oR Sltla (n) � A > 1i (� 41 1J V ea N N 1J ��arO�$iNo1Lmm Szi1YNiSV N d m Y b g b N+ J N ♦ F F {♦ ♦ 2 i m O� � D m 9 S ee33 N m♦ rg��-n W 9 m m W N .� � ppyy F j 9 Z 2 i a 2 ♦♦ .� g 9Q @ NiL iL NZ WZ Lj— gMrn VT Up c m czi �y06 H am S ry W N x S oei N 1122�j 1 Zp5 0 a�F is oo ao o Rev J Rer $ Rev 1070 TECHNOLOGY DRIVE .g 6" N. VENICE, FL 34275 5 6%i y P.O. BOX , FL 6" 9 i C1 ♦ ® NOKOMIS, FL 34274 Tz CEgT.OF AUTH. M29388 (941)-480-1600 .6 9 w VINYL FIXED WINDOW NOA (NI) 8 9/9/14 q v C e DESIGN PRESSURE TABLESA em JROSOWSKI 120 h NTS 60F9 oz° MD-5420.0 0140 i3e 6nl � mm VV ��II ��11 m pp11 qq GG pp AA>> A + N fJ W � m H � V � IJ � m G 0 o m W A m m N m 1♦♦ a m a iu J a's N „ m Snort Sim M) � y C {n" l $ a $ � � � � _ � a •J. m .�" ,/L' ,fir ,�" .g' �Ntvtrfci^fs;?����m;>� a � J m m m N Ham iu u m � aT m c J N F, y L♦a SIg Z ❑ p� �auaaau �$��ffi '! y � A �N inm W W++Ym m iu m 4m d�a s m m m a H A 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1520 ® NOKOMIS, FL 34274 cFar. oravm.r29s99 (841}460-1600 VINYL FIXED WINDOW NOA (NI) $ 9/0/14 DESIGN PRESSURE TABLES B p J ROSOWSKI 4201e1NTS 111 7OF9 IXz""1 MD-5420.0 Short Sift On) £ Sm Ro��>;>r�m& 4s ag �d 3 3+++ ym,-teed t♦ + w g���=�a a w am i i,t,Pmii e fee m e��N>r�ym 3�m�' ' N J i♦2*♦+++tteemee�e t + +♦ f F t V i+ + m F S a m Cf O dq m + t♦♦ f♦ i t e e g q C`N P a + N e P T V N I< W FS 0 N iu J>iu , d m N udi m 6 C zzzzt�eeeeo H IJ y m$ m 6 � y r IJ a e m, F r W ,L• 6 bN m + + e + Zq n Z i t _• 3 m ed IN d W `O 22 i w 1 F m a, a, sron see pn) � 3 Amm A 0 N P P+ m J J m+ m m+ N n m 6 b ♦ 4♦ 4♦♦ f t t} 41 V N J�+ m J V V iC N m IJ D� a 9 $,�a��ic�fS,i6mmm�$ d 8 > 1 + + . t ♦ 8 a N a y m Ll U 0 P P P g m N P Y Y °+ � m v�� O 4 VVVYVVVVF�1 4 V Y J 4 11N t Y, t m Z♦ N m y iy 6 2^S � B n � > ♦ y y w a�g,,; mdmmJmdm deg ♦ ♦ ♦ � P yy y4 yy �ymD a0 CIS I m-pi I fed r� O �jj0 N O n Ktm �nm o. 9A 0 I 1 z mN si 11 Kz� K zm oo mry ur, 1070 TECHNOLOGY DRIVEN. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AO .e09296 (941)-480-1600 VINYL FIXED WINDOW NOA(NI) 8 9/9l14 DESIGN PRESSURE TABLES C ed J ROSOWSKI 120 v NTS . 8OF9 Rd MD-5420.0 k A FRAME ASSEMBLY DET,..�.. --� ta,s I-- I1I1 O5 ANCHOR wvm 1 +{ .864' 301' UV o„� r —1 .884' r OT 1'BEAO MITERED CORNERSW INTER10RAND EXTERIOR WELDS EXTERIOR L7 Part Dewription Material 80 Kommerling 4SG TIPS Spacer System 81 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 82 Quanex Dumseal Spacer Materials 83 Cardinal NIL Edge Spacer TEST REPORTS: FTL43T17, Uss I A� L LJDOC 625' OJCHANNEL FRAME r OFLANGE FRAME HOTWELT BI STRUCTURAL SILICONE 3116' F FOAM WRH DESICCANT EXT. GLASS KODISPACE e6 4SG TPS Uv `INT.GLASS SUPER 81 SPACER®NXTR3 BUTYL& DESICCANT FOAM EXT.GLASSI 1A83' ���Q IABT OINTEGRAL FINFMME O EQUALLEGIBOXFRAME LUMINUM EINFORCEMENT POLYISO, DESICCANTFILLAREA , BUIYLENE 5/16' NOM. Nw S SIDDONE SEAL RMLLFORMED STAINLESS STEEL U� Y INT. GLASS DURASEAL® @SPACER w7 Part# I Description Materiel 1 620117 J-Chanel Fmme PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Color PVC Is 720136 718' Glazing Bead PVC 7 720135 V Gluing Bead PVC 74 Backbeddmg. GE 7700 or Dow 791 Silicone 78 71646N Setting Block (718- x 1- x jig'), 85 */- 5 dum. EPDM NOTES: 1) SOME PARTS NOT SHOWN FOR CLAFUTY. 2).FCHANNEL FRAME SHOWN, PARTS IM. OTHERFRAMETYPESAPPLY. 3)nEI)S0673,7 T7,7a&IWS9AREN0T CERT.OFAUTH. �92 USED AND ARE NOT PART OF THIS APPROVAL. 1070 TECHNOLOGY 4)ROYA nCTOBEIABELEOWRAAMA N. VENICE, FL 34275 EXTRUDERWDE. (941)48D-1600 L FIXED WINDOW NOA (NI) B ASSEMBLY (// �INT.GLASS XL EDGE"' SPACER * ; No.58705 =A J ROSOWSKI �O,b �.. snArA &.0NAL .. EN TLTG ' TrAL1 NTS 90F9 X� MD-5420.0 ¢i A A. LYNN MILLER PE REAMM MIAMI.E=E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eovlcconomv PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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, Series "5470" Vinyl Sliding Glass Door (Reinforced)-N.I. A", sheets 1 through 19 of 19, prepared by manufacturer, dated 10105/15, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. See table I (sheet 7) and table 2 (sheet 8) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 and renews NOA 415-0409.04 and consists of this page 1, t ence_pages_E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. N6A N6?i§i2. n Expiration Date: April 21, 5 \ry{11� Approval Date: March 3, P PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS - 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA', sheets 1 through 19 of 19, prepared by manufacturer, dated 10105115, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6637 (samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.09) 2. Additional test report No. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issued by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02124/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted tinder NOA No. IS-1210.01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab,.Inc., dated 12/04115, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOANo. 15-1210. 01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted un der NOA No. 15-1210. 01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. Jorge M. Plasencla, P.E. Pr duct Control Unit Supervisor NOA No.15-1210.02 Expiration Date: April 21,2021 Approval Date: March 3, 2016 E.-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 1. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (51h Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No.15-0409.04, issued to PGT Industries, for their Series "5470" Vinyl Sliding Glass Door (Reinforced) — N.I.", approved on 06/18/15 and expiring on 04/21/16. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.15-1210.02 Expiration Date: ApA121, 2021 Approval Date: March 3, 2016 E-2 SERIES 5470 NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 901135e CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET W. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1200. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM E1300. 3) ANCHORAGE: THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE REQUIRED PER FED REQUIREMENTS, AS APPLICABLE., 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. eWHTE RIGID EXTRUSION,ES (NORSI: ELOO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NCNB. VISION PVC NOA. VE 1000 TN 202 AND LIGHTER SHADES E RGD PVC NOA AND BROWN COATED (PANTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES ITEST REPORTS): FTL-8337, 6338, 8B46-8649, 6652 & 8717; EXOVA-10-002-792(A) & 10-006-10231: CAMBRIDGE 535763.09; NIGH VELOCITY H HURRICANE ZONE (HVHZ)TKIS PRODUCT HAS BEEN DESIGNED& TTHE RIGID WHITE, BROWN &TAN PVC MANESTED TO COMPLY WITH THE ED REQUIREMENTS MANUFACTURED OF THE VSIONUOING THE EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER NTERIOR-GLAZING MAY BE SUBSTITUTED. 10) THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE470 SERIES. 1. CRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-11r THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2XAE 1-112. THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE ,,,,...­,.:.,. ,acre,-r e'Am em THc np.q nN91RIUTY OF THE ENGINEER OR ARCHITECT OF RECORD &TO BE BYTHE BUILDING OFFICIAL. UBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PERTHE FBC AND TO BE REVIEWED Orcup ^Anchor eubetrele FYmno MOmbe1 mi.. Eso. Olelenw Min. Embedment A 612, a1enI8M8 (OGc14108.8. 6M3, (mN.11 Duaednik4 p..Beu em PPmH.0siMemb (30=0.65 1°'d"mO'�}T6• a1Te•oen'8'ckneee 8' PJDok HaodlekVJ4mb &18 Ye' 8 P-heck BIT 118- SfeeL A38' 0.060`Mn.INekm4e Need188VJem 3'8' 8131. 060' P4wok 8080' SNel Slud, A6536r. 93' AOT1•mk',. INeluwee HeadBWJemh dB' XV D.OTf' 14 De. P4mR dB' 8W1' Id Oe. I/4•Elco Ubaon P.T. 6cclhem Plne 80=0. Jemb 1' WIB' P k 1' Sr8` W'Eco 410 3.8 CnlcFlee P.T.8o 0`11 Pine 90=0.65 am Han W Jb 1' e P• 1' law amol wood P.T.9oMheln Pym HeedISIIVJemIT WIT law 114. Mco Ullmoon C Wmm h:t8smi PJDck 1' e Heed811YJemb 13IV 13B' UoOmWd OAU, A9TM C4D I Jamb I r t-114' P4noIT 1• 1. 0 114'Elw 414 B.S. GeleRoy A91M Gkt P.hao - 4 1. Cmmmle min.838kn1 IfoetllBtlVJemb 1ITT 1814' V Phook 1' 4' IW Etc* I98 8.6. A2W 0.1c, a mlo m1n.2.Mkt1 H..deWJemb INY law P.Wk I -VT law UrCnwL CMU ABTIJ Jamb Y 1.114' Rhook Y 1-ll4' P.T. BMW. PI. (60-0.651 He.W01VJemb 1' 1318' P k 1' 1318' 1/4'Elco W.I.. Comnle min. 248knp Hee IS11VJem 2-11T law P-hook 21D' 1-we Urymmed BRU, IASTm G110 Jamb DIT 1414• PJ k 211r 1.114• 0 VVE 410 9.8 Cre1.19" Cmmnto 1 Crnh 835 km Hced611ArTI, 2d1r 1d10' P k 21/r law I UnlmWdCMU, 81k1 CSO Jamb 2-1/T 1-V4' Rheak 2VY 1.1N' SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK,6) li� NON-METALLIC GROUT, MAX. 114' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. AROS USED: INSTRUCTIONS: ANCHOR KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE CHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. 21 LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ADEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFYTHAT THE OPENING'S REQUIRED DESIGN PRESSUREPRESSUREIS MET OR EXCEEDED. USETHE ANCHOR QUANTITIES SHOWN. 6) INSTALLAS PER THE GUIDELINES OF THIS SHEET -SET. - 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. 2014 FLORIDA BUILDING CODE (FBC). STH EDITION ASTM E1300-69 ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. AUM-2010 AISI-8100-071S2-2010 1070 FL 34275 - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVNG JURISDICTION. FOR STEEL STUDS, MIN. FU-46 KSI& MIN. FY=33 KSI. UNGROUTED CMIP VALUES AY BE USED FOR GROUTED MU APPLICATIONS. IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1.2 & B1, B2 ON SHEETS 7 & 8 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS.-....11-16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 VINYL SLIDINGGLASS DOOR NOA 1110105115 d GENERAL NOTES 18 J ROSOWSKI NTS IRI 1OF 21 MD-5470.0 PRODUCT RENEWED ae PomPlyl.0 Mth Ne Florlda SW1dIne Cmdm ND .. 154210.02 Gplmtcn Dato04121/2021 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES IS 2 _ MAX. UNIT HEIGHT / PERTABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 MAX. UNIT WIDTH — NOM. PANEL WIDTH PER TABLES 1 MAX. UNIT HEIGHT PER TABLES 1 & 2 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT WIDTH —ry PER TABLES 1 & 2 / I MAX.. UN PERTBIESI& jPANEL CONFIG NB Imo— MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES MAX.. INIT HEIGHT CCl�7 CCCiii PERTABLES� 182 7-PANEL CONFIGURATIONS . PANI iTB MAY HE F TABU NOM. PANEL WIDTH PER TABLES 1 82 MAX. UNIT HEIGHTMCONFIGURATnIONS PERTAB p.— MAX. UNIT WIDTH NOM. PANEL WIDTH PERTBLES I & 2 r— Iqy MAX I^ HEIGHT PER TABLES I&2 C CCC rl� �J J� CONFIGURATIUNU NUI G9: '& = OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN AREALSO AVAILABLE AS. POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB '0'`INOPERBLEPBEL 'p'•=POCKET LOCATIONS. EXAMPLE:4-PANELXX IN POCKET(p) CONFIGURATION CAN BE PX", PXXXX OR M4. OXXX IN XX POCKET CONFIGURATION CAN BE OXXXP. 2) 00' 8135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. pff. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. F—DETAIL LETTER CAT.OF AUTN.020180 4) FOR NOM. PANEL WIDTH, SEETBLES I&2. ® 1070 TECHNOLOGY DRII L—SHEET NUMBER N. VENICE, FL 34275 6) MAX ALLOWABLE FRAME SQUARE FOOTAGE = 472.056 FT' (941)-480-1600 r .• ii v I� I Ik I� I J 4-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES i� r� MAXUNIT s HEIGHT I PER y I^ TABLES 182 13LO WIDTH = NOM. PANEL OLD HEIGHT= DOOR HEIGHT 111116v 0° PANEL HEIGHT =DOOR HEIGHT - 2-112' SLIDING GLASS DOOR NOA JAI 10(06N6 _ its /;Nal.5,ST05�: °LE CONFIGURATIONS 14JROSOWSKI NTS 2OF21 d9 MD-547D0 f A DETAIL Al THRUIXWOOD INTORASONRY TYP.ANCHORTYPE, i EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE?". TABLE A, SHEET 1 & NOTE 9, BELOW ., ,i EMBEDMENT7�'y' PLATEAT EVERY ANCHOR LOCATION 3, SHEET EDGE DISTANCE PER_ SUBSTRATE, SEE TABLE A. SHEET 1& I NOTE 3, BELOW L EDGE 114" MAX. 1XOR2XWOOD BUCKSTRIP, SEE NOTE 4, SHEET 1 DETAIL A2 INTomwoao — 114"MAX. EMBEDMENT 3 APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. TO ANCHOR NOTES, SHEET 1. EET 13 FORANCHOR LOCATION & SPACING, FOR QUANTITIES, SEE TABLES 1 &2. WOUS ANCHOR PLATE, ITEM R8, IS REQUIRED AT ALL PANEL WIDTH DOI SEE TABLES 1 & 2 THE EXTRUSION. REFER TO TE 7) SEE SHEET 20 FOR SCREEN DETAIL C1 WTERLOCK PRAMEWIDTH — REOUIREDIFDOOR HIRONT00O RN' DETAIL D1 HiTO METAL 1/4" SEENOTE$,TNISSHEET�—____�` _U8X 3/4" SMS REINFORCEMENT SCREW;7 EE PER STILE, LOCATED AT CENTERLINE AND &", HORIZONTAL SECTION(XXXSHOWN) `��9"&12- FROM ENDS (FACTORY INSTALLED). DETAIL DETAIL DB2 ASTRAGAL INTERLOCKK 2 DETAIL IMOMASON2Y ``` � � FACING W. REQUIREOIFOOOR EMBEDMENT `�--------, INTERIM DAYLIGHT 1111 HEWHTISOVERBS• 1/4"MAX. 22 _` OPENING I� IIT''11L,, T • EDGE I I WIDTH 1 �� DISTANCE p SEENOTEE,TMSSHEET T I 28 0 n 28 I I TYP. ANCHOR TYPE, N 2° °11Ig. EMBEDMENTAND p q 21 q o o p EDGE DISTANCE I I PER SUBSTRATE, SEE TABLE A. SHEET (b d d IS 18 NOTE 3, BELOW I MERI e Lb_ _J aali�m vvJn�. PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOROR ANCHORS, SEE EXTERIOR DIRECTION. REINFORCEMENTWPES(EEE NOTE8TH18 SHFET) DETAILSHEETI9 ALL PARTS IDENTICAL. FOR ALL LOCKSTILF&. ASTRAGALS,R2EO I O 2° ��f�'VINYL SLIDING GLASS DOOR NOA 10105/15 STIIESAND71 �i' I . HORImNTALlults FP - I� INSTALLATION, HORIZONTAL X-SECT.IA&I JROSOWSKI LOCK OR ASTRAGALADD-ON. I tJ® REQUIREMENTS. ALL Eoa1 R1 O CERT.OFAUIH.fY[02 WTERLOC" 1E FULL LENGTH OF - oNLr 1070 TECHNOLOGY FOR EXACT DIMENSIONS. sTANOARo xO N. VENICE. FL 34276 NTS I11 3OF 21 1911 MD-5470.0 METALTYP., SEE ANCHOR NOTE-4. SHEET 1; MIN. OF 3 THREADS BEYOND THE METALSUBSTRATE EDGE DISTANCE EDGE DISTANCE TYP.ANCHORTYPE, EMBEDMENTAND DGE DISTANCE PER SUBSTRATE,SEE TABLEA, SHEET 1 & NOTE 3, BELOW PRODUCT RENEWED comp gg Ith Me FloHtlo 6"1141"904" NoA N . 13-1210.02 E,I,.tlo" Oot.04/2112021 J ... ...... * _ 3 Z No, 55105 DETAILE1 TYP. ANCHOR TYPE. EMBEDMENT DETAIL E2 IRTO&WONRY AND EDGE DISTANCE PER IWOWOOD 1%BUCNSTRIP SUBSTRATE, SEE TABLE A, SHEET 1& NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYI CONCRETEICMU EDGE FRAMING, SEE ANCHOR AND EDGE DISTA! PERANCHOR DISTANCE NOTE 3, 3HEET1 SUBSTRATE, SEE REQUIREMENT DISTANCE 1&NOTE 3, THIS' - I ' _ .. ,�•I ••i a .. MENT 14° MAX. J 114°MAX. -� e IXOR2X WOOD a O w BUCKSTRIP, SEE / / ANCHOR NOTE 3, / es 2 SHEET 9 / \ al w FOR / lOCNOTILEli. MOAOAL6, FgED"I S ST uro RORRDWAL ANCHORPLATEAT RADA EVERY ANCHOR LOCATION DAYLIGHT O OPENING FRAME 3EE - HEIGHT HEIGHT noT60. TW38NEET MET X O 0R 9ENN?B 01 OR 02 a b 10 114° MAX. GROUTAS 2 NEEDED,SEE v 62 ANCHOR NOTE 2 6, SHEET 1 2 13 O 114i MAXI I &a L PANEL HEIGHT DETAIL E3 IWO NA50MW )MENT CONCRETEICMU PER SHEET ANCHOR REQUIREMENT EDGE DETAIL E4 DADE APPROVED MULLION, FBC rzDO NETu COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY SEE SUBSTRATE TABLE A. SHEET t EDGE DISTANCE EMBEDMENT Lira°MA%. III X. Ile MAX. TYP. ANCHORTYPE, EMBEDMENT AND ANCHOR TYPE. EMBEDMENT AND�A EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCEPER SUBSTRATE. SEE TABLE A. SHEET I & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES t) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1, 48X314°SMS REINFORCEMENT 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES I&2. DLO WIDTH= NOM. PANEL WIDTH -B-911V SCREW, 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT -11-1NS' CENTERLINE AND W FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT -2-112° (FACTORY INSTALLED) 5) SEE SHEET20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT RENEWED EXACT DIMENSIONS. na compevmD wem po elanao VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS' 7&B. � 39D �p428�WN W&45 ALBOAPPLYY .82311] 17 .-I/T=TOTAL .060�JI. SILL HEIGHT SILL RISER O(2-1/2-TOTAL SILL HEIGHT) EMBED- • . ::. . JI EMBEDMENT ES MENT TDAGNECE v. . EDGE TYP. ANCHOR TYPE, TYP, ANCHORTYPE,� DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIPO EMBEDMENTAND EDGE DISTANCE FRAMING, SEEANCHOR EDGE DISTANCE CONCRETEICMU PERSUBSTRATE, NOTE 3, SHEET PER SUBSTRATE, PERANCHOR DETAIL F1 SEETABLEA, DETAIL F2 SEETABLEA, REQUtRa I DBou ONRY SHEET I & NOTE 3, 9BO WOOD SHEET 1 & NOTE 3, THIS SHEET THIS SHEET FL34276 711raDanD eoa sv2vcl a9DT— — .380 r a 4 0 o roaunt Don4a1 S80+I Fes— 1.783 � 2.370 2.9I97 - 3.4B4 L 2.BB7 •OOP .080 .DSO OSILL RISER OSILL RISER @SILL RISER ;Itlt terry a (3-112°TOTAL (44118°TOTAL ("IW TOTAL ��``CI=1 U'NN .10rrri� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) `� �¢�''.%uc sesp'•;Fq '�� 8 VINYL SLIDING GLASS DOOR NOA 111 t0/05116 = Iri No. 507O5 t INSTALLATION. VERTICAL X-SECT. 1a%JROSOWSKI ?-o'•.,�7 I(��j NTS 111 40F21 1691 MD-5470.0 © .�uur999� t �© t � �ail t m•-m m © 736° DETAIL G1 199' j2 p15i0ECORNER OD' DETAIL H1 Nex,Es W W9IEE CO6NFA E%IERgR IEP1p a �N SE 9 p p 0 0 a® t r NOTES 1) DETAILS APPLYTO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 616 FORANCHOR LOCATIONS SPACING, FORANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. VIRNERNYL SLIDING 0105/if GLASS DOOR NOA 1 1 COASTRAGAL HORIZ. XSECT. b&J ROSOWSKI ,EEp Op V E%oi.ouon N0.50T05 FL 34275 y — aEvuN vE 300 - SGD.6470 � NTS ffi 6 j 0� MDS470.0 Jill vEus9rmxwan, DETAIL 11 „. OPTIONAL NON- IRro MAaoNRv STRUCTURAL'' �::.. ANCHORS FOR Q } INTERIOR POCKET 1LN EI+1� at at JAMBr • �1. $EE FIG I. �a INTERIOR POCKETS MUST �' rRISaREET INCLUDE A NONSTRUCTURAL, .@.i.l: to FRAME JAMB TO REDUCE THE .t POSSIBILITYOF WATER 21 d INFILTRATION. `;.; �: 114"MAX. to F^ POCKET BY OTHERS, SEE NOTE 6 BELOW. l EMBEB MENT.'.� ..r TYP. ANCHOR TYPE, EMBEDMENT1- EDGE AND EDGE DISTANCE PER DISTANCE SUBSTRATE, SEE TABLE A. SHEET 1 &NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 NTO IN TA EXTERIOR POCKET DETAIL 12 IM01MaOMiY _ EDGE -y TYP.ANCHORTYPE,EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEETABLEA, SHEET I&NOTE 3, BELOW �•�.w".',• EMBEDMENT I,. E'.:. ` ..�'•..�lm®tS ..0 S i EM.Itot _Otn. � 114� MAX. ANCHOR SEEF101 CONCRETEJCMU TB1ssilml PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 8 NOTE 3, BELOW—\ CHOR L—A EMBEDMENT 114” MAX. BEEFIOI./ . NOTES 1) DETAILS APPLY TO 2; 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS, 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FL 34276 500 EXTERIOR POCKET CONCRETEICMU PERANCHOR REQUIREMENT. ANCHOR FOR DOOR HEIGHTS 96°AND LESS: Jt q d EDGE FRAMING, SEE ANCHOR DISTANCE NOTE 3. SHEET 1 LJ FXIERI011 fl Re EXTERIOR POCKET DETAIL 14 INfOW000 JM SLIDING GLASS DOOR NOA 111 10/06/15 EXAMPLES, HORIZ, XSECT. 18 1 ROSOWSKI NTS 111 6OF 21 I991 MD-54-10.0 Eaplratlan 01111 LYNN H.. 076E IMOLC ,: Design Pressure (DP) and Anchor Quantities Required, (ur ell epprmed conAgurattone on Sheet 2) Use lhla table br. Door Unit Height BD' 04' 98, AetYegal Relnbmement &2B 6B-iN16' DLO Height 721W76' OLO Helghl 84.16/18' DLO Height Lack I. Relnforcement ip5 or 020 Anchor Group AnohorOmup Anchor Group einforcement W27 A B C D A B C 'D A B C D Design Presswe +1251/-12b1 pal +120/420psf +102.8/-102.9ps/ ' Head/611 C5+1 C3+1 C3N C3+1 C5+1 C3+1 C3H C3+1 C5+1 C3+1 C31 C3+1 Jamb 6 5 B 6 5 b S 6 6 6 0- 5 Width. P-hook 7 7 7 7 7 7 7 7 e 8 B B Design Pressure +108.3/-108.3psf +100.2/-100.2psf +86.3/•85.3par ' a He SIR C6+1 C3+1 C3+1 C311 C5+1 C3+1 C3+1 C3+1 C6N C3+1 03+1 C3+1 Jamb 6 6 6 8 0 5 P4=k 7 7 7 7' 8 B 6 8 Ign Preasw+g2.8/-82.9 sf +87.3/-e7.3psr e5N +73.8/-73.BPSf " Head/8111 C3+1 C3+1 C3+t C3M CS+1 03+1 C3+1 C3+1 Jemb 565 5 6 6 P4wak 7 7 7 7 7 7 T 7 0 B 6 8 Ign Prasaure: +78.41.78.4 +7&4/-7&4psf +650/-8&8 psf 37-118• Haadl$III C5+2 C3+1 C3N C3+1 C5+2 C3+1 C3+1 C9+1 CSM C3N qN 03N 42• DLO Jamb 6 6 5 6 6 6 8 6 6 5 8 5 Width P•It 7 7 7 7 7 7 7 "7 8 B B 8 Design Pressure +60/-BOpsf +80/-6o psf +60/-6ops! 43'116• I HaedlBlll C3+2 C3+1 C3+t C3+1 C3+2 CS+1 C3+1 C3N C5+2 C3+1 C3+1 C3+1 48' DLO Jamb 5 6 5 5 6 6 6 6 6 6 B 5 Width P-hooN 7 7 7 7 7 7 7 7 B B 8 0 TABLE NOTES: USED IN EXAMPLE ON SHEET 9 ,TANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 i WATER LIMITED (+) OR OTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL +DVS SHOWN IN TABLE 1 MAY BE USED. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY. THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B7, THIS SHEET. 0 OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR 03+1, 3 ANCHORS 'CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL N OF ANCHORS THROUGH THE JAMB. THE $ OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TARLE R1- (+) Deelan P Water-LiV-1000 SIII Poser Nom. SIII Heightd Max.DP Nona 1-11ne az42 2-112" at43 3412' si44 4-1116"si45 45/8' Pat FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN HAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH-8-0116" DLO HEIGHT = DOOR HEIGHT -11.111W PANEL HEIGHT = DOOR HEIGHT - 2-1/2' YL SLIDING GLASS DOOR NOA j 10/05/15 &ANCHOR QUANTITY TABLE AS JROSOWSKI 3) SEE SILL RISER TYPES ON Sneel4. 1070 TECHNOLOGY DRIVE 4) SHEETAPPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS, FIL SEE SHEETS Ii-10 FORANCHOR LOCATION& SPACING _ (941)-405) REFERTO ANCHOR NOTES. SHEET i. N. VENICE6034276 SSGD-5470 NTS 7OF 21 6£ MD-5470.0 Pxprmeon No.6B705 — FABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all eppmwd o0n8gumil0ne on Sheet 2) Use this table for Door Unll HeIgM 00' e4' Be' 100' 120" Astragal ReinOmemenl f#8 tcokellle Relnfomemall 125 60-15115' DLO Height 72-1115116- OLD Height I 84-15/18• DLO Height I 0&IW16- DLO Height I 108-1W18 DLO Height AnshwGmup AnohorOmup I AnOhwGimp I AnshwGmup I AmberGroup Ho lnletlmk Re[ nWmemaft fY26 A B C D A B I C I 0 I A 1 B 1 C I D I A 1 B 1 C 1 D 1 A 1 B C D Design Pmssure +160.4/-100.4psf +I6o/-160ps/ +137.1/-137fpsf, *120/-I30psl +f0e7/-1f6.spot 10.1/8' He9tlISll1 C6+1 C6N C5+1 C3H C5+1 C5+1 C6N C3H C5N C6+1 C5+1 C3+1 C6+1 C6H C6N C3H C5N C5H C5H C3+ 24' DLO Jamb 6 6 7 6 6 6 7 5 9 5 7 6 6 B B 8 B 8 B 8 Wldih 7 7 7 7 7 7 7 6 8 8 0 8 8 9 8 10 10 10 P hook Daalgn Presaws 7 +14/.6/-141.apa/ af318/-733.Bps/ H1&e/•113.6psi +BB.1. ..... paf +878/961 ps1 25.118' HeadISN C6+2 C5+1 C5N C3+1 C5+1 C5N C5H C3r1 C5N C6H C5H C3+1 C5+1 C5H C5+1 C3+1 C6H 05♦1 C5+1 C341 30' DUD Jenib 6 5 7 6 6 5 7 6 b 6 7 5 6 6 8 0 6 8 B 8 Width 7 7 1 7 1 7 1 7 1 7 I T 6 8 8 6 B 9 B B 10 W 10 10 P-hook Dealgn Presarae 7 1 +1258/-1- Loxf +116.414 d4 pN +99.5/-BaSps/ +853/•82.4ps1 +76.3/-61Apsl 31418" HBatli310 C5+2 C5N C5+2 G3+1 C5+2 G5N CS+2 C3+1 C5+2 C5H C6H G8+1 C5+1 C6H C5+1 C3+1 C5N C5H C6+1 CaH 36" DLO Jamb b 6 7 6 fi 5 7 5 6 5 7 6 8 6 8 6 0 6 8 B Width P.hnnk 7 7 7 7 7 7 7 7 8 8 8 8 8 8 9 8 10 10 10 10 Oes/gn Pressure +104.6/-f01.5ps/ +f04.6/-104.5ps1 +87.6/•87.BPs1 +7&7/•02psf +Oda/-72ps/ IS 37-LB' HeadISD C6+2 C3+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+2 C5H C5+2 C3N C5+2 f'+u+1 C5+2 C3N C5N C6+1 C6N 90 d 47 OLD Jamb 6 fi 7 6 6 6 7 b 5 5 7 6 8 6 8 6 6 0 8 6 Wltllh 7 7 7 7 7 8 8 B 8 B 9 9 B 10 10 10 1 P-haok Design Pressure 7 7 7 +80/-eopsf +80/-BO psi +60/•BOps/ +60/-85pal +80/-65PSI 43.1/B' HeadIS19 C5+2 C3+2 05+2 C3+1 CS+2 C3+2 C6a2 C3+1 C5+2 C5+2 C6+2 C9+1 C5+2 C3+1 05+2 C3+1 G6+2 C5+1 C5+2 C3H 48' OLD Jsmb 5 5 0 5 6 5 6 5 6 fi 7 6 B 8 7 6 6 6 8 6 Wimh 8 0 B 8 9 8 B e 10 10 10 10 P-hwk 7 1 7 7 7 7 7 7 Dasign Pmsswe +74.11-74.1 Pat +74.f/-74.1Pat +69'8/-53.eps/ 49.116' Head(SOt C5+2 C3+2 C3*2 C3+1 C5+2 C3+2 C5+2 C3N C6+2 C3+2 C5+2 C3N 54' DLO Jamb 5 6 6 .6 5 1 5 8 5 5 5 8 6 Width P-haok 1 7 7 7 7 7 1 7 7 7 6 8 8 8 Not available In these sizes. Design Pressure' +80/•00ps/ +60/-m f Ps +60/-Sops/ 55-118- HeaN6i6 03+2 C3+2 C3+2 C3+1 C6+2 C3a2 C3+2 C3+1 C5+2 C3+2 C5+2 Ccv Oro, Oro,DLO Jame 8 5 6 5 6 6 6 5 5 6 8 6 Wlelh P4wox 7 1 7 7 7 7 7 7 8 0 6 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OF, 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF 80. +DP'S SHOWN 84 TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 4 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING FL 34275 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW, SEE TABLE A. SHEETI FOR COMPLETE ANCHOR LIMITATIONS, THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. III OF ANCHORS THROUGH THE HEAD & SILL. (EX: FORC3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND f ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL 0OF ANCHORS THROUGH THE JAMB. THE N OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBUES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GPEATERTHAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2e --- Watar•Llmlled (rj DONBn Prossuca S01 Nam. a" Max. (+) OP Weer lillghi Allowed New 141116' See Note 42 2417 +3B.7 psi 43 3-112' +60.0 ps1 44 4.1116' +00.0 PST 45 4510' N00.0 f DLO WIDTH =NOM. PANEL WIDTH-6-9116" DLO HEIGHT - DOOR HEIGHT-11-1/16' PANEL HEIGHT =DOOR HEIGHT -2-t12' YL SLIDING GLASS DOOR NOA L 10105/1: $ANCHOR QUANTITY TABLE I& JROSOWSKI NTS III 8OF 21 Ii9I MD-5470.0 p" KLYNN 4, 'l'hO..CENSF. *' No. 68705 B T OF ROmBP ALYNN Mn4 I EXAMPLE: INTERIOR L, S TRACK, STRAIGHT CONFIGURATION- S, INTERIORMOUNT POCKET. C XR GROUP PANELS, LAMINATED, IG GLAZING, ANCHOR'GROUP A 1N W000 SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED:+48.2/SBA PSF POCHETRY JAMB ANCHORAGE DETAILS TYPES. SHEET 17 FOR ALLOY SHEETS 4 S 18 FOR E SHEET 10 FOR INSTA SHEET 21 FOR A BILL CBlIERLINE OFWIERLOOK Mo. • ANCHORAGE DETAILS SKIDE N TAAL ATONON° HEAD NON-BTRUOTURAL MORS MAY SNEETe PXXX(3-TRACK) OR REAOOEOINFIELO AB NEFnlDTD A ENTHEN RLIFA LI WMIN SPLMICEOCOJRS WRHINAPOfJtET. 8215POLE INTFAIOR OENIERNNE Of INIEROLK 8• OBlfFJiLINE CENTERGNE — — l MA%. OFPANEL F OFPi1NEL t OCNETBOY o liERB,SEE E NOT, vm=w � 9HEET8 tANCHOPAOE, I � SHEEF It MOORED® NSTAUAlON'PNE SILL ANCHORAGEDETAILS wmtoRpocmm SHEEre p)p(X (S-TR4CK) i) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +482A58.6 AT NOM. PANEL SIZE OF 4W X 84°. FROM TABLE 1. SHEET 7, THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+801-60 WHICH EXCEEDS THE PROJECT DESIGN I DISTANLETO NEXT PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY HB84T311 C3'2 ANCHOR IN GROUP A(SEE TABLEA), TABLE p-0ab 8 1 SHOWS ANCHOR REQUIREMENTS OF: 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTERANCHORS): SHEET 12 FORTHE'CT CLUSTER ANCHORS AT THE INTERLOCWASTRAGAL HEAD (INTERMEDIATE ANCHORS): SHEET 12 FORTHE-+2 ANCHORS AT THE MI(CLUOF EACH PANEL SILLL (CLUSTER ANCHORS): SHEET 11 FORTHE'Cr CLUSTER ANCHORS AT THE INTERLOCMASTRAGAL SILL (INTERMEDIATE ANCHORSI: SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN EACH PANEL. JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOO.7 ANCHORS. NCHORS, SHEET 13 FOR GENERAL AND EXACT LAYOUT. 3 INSTALLATION DETAILS INTO WOOD CAN D CALL NAMES. ) cERr.oFAum.azoz2a SE FOUND SILL: 1070TECHNOLOGY DRN 'ION DRAWINGS. HEAD SHEET SHEET4 ACCESSORIES. JAMB; SHEETS N. VENICE, FL 34276 24 V MAX. 2e51B'NAX. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25313", OTHERWISE ANCHORS ARE NOT REQUIRED AS PFR THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA STRAIGHT DOOR EXAMPLE NTS 1JI OOF 21 1911 MD-6470.0 9' EMJE"RRIOR v FIGUREEEIOW FORADDMONAL HOR INFOR MO.Y. Mm E EETRIOR V Ip Ipu Iq/ry �p ryn. DDTD5 �SSIUNAIT��� A LYNNMELERP.E WITH DESICCANT STRUCTURAL SILICONE FOAM WITH DESICCANT 1-Ifur NOM. �v `INT. GLASS UV `RJT.OLASS W 6URFACI KODISPACE IS 4SG TPS SUPER m SPACER® NXT'" a °`CRIB G AZEW PM43 s°� I O 1 ]fGLNOM TOWMDSTNEEXTENOR I O ASS I SITEPROO L� 599 I OR � ]B GLAZIF tlBR-09 TOWARDOTNEIMERIOR ALUMINUM Be RFINFORCEMEM POLYISO' OESICCAMFLLLAREA BUTYIENE �WWNOM. GLASS DETAIL n DURASEALO SPACER XL EDGE'"' B SPACER NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. "T"=TEMPERED [RpIrBOon `JO�y L.YNN Mb�Tf ��: ' v�:' '•. is �; �41 VINri SLIDING GLASS DOOR NOA A { 10105/15 J ROSOWSKIGLAZING DETAILS = ic? U Nuz. 50T5o5 0_ = 10 ERT.OFAUM628YBB I n ,�Sy ••••••• Fi TECHNOLOGY DRIVE �� :,NA�,1�`� � :NICE, FL 34275 gg ALYNN MILLER, P.E. 480-1000 SGD-5470]1 NT9 lFloOF21 SOLND-5470.D PEA swos SILL CLUSTER ANCHORS LAYOUT: ASTMOALOR INTERLOCK CEMERUNE 4- f HMEnR�IOR V 24MCKCWSTER'CT ANCHOR LOCAUDM CEMERYM I / 4° >TMCKCLUSTER•CS' NICKOR LOCATIONS 4-TMMCLUMK 'CYANWORLOCATMNS MTRAOALOR INTERLOCK CENTERLNE 4• MERIOR YT LUSTFN'CS• ANCHMHORLOGTIONS ASTRAOALOR IMERLOCK 4' CWEMNE o n E TEHIO 322° fl 2-TMCKCLUSTE -w ANCHORL TIWS ASTMOALOR INTERLOCK 4• CENTmm Q` 622° E�crIE'TRuvL 92; fl 4-TMCK USMA •CYAWWRLOCATIMS NOTES: 1) ALL DIMENSIONS SHOWNARE BASED ON MINIMUM ALLOWED. 2) TRACK TO -TRACK DISTANCEIS2.376'IV2376- FOR FOR ALLSILLSI PANEL CENIEALWE MgMOR lu 2-TMCRINTERNECWE 'N•ANKHORLOCATON PANEL CEMERLINE EMEgI p0 ' S-TMM NTERNEMM 'N•ANCHCRIDCARON DRIVE WAIICHOR OCATION PANM CEMLTUJNE 4" E%IEPIDR 2-TRACKIMERN MO ' 2'ANCNORLOGTIONS .i 1 small ff-27-71111110 4° YTMCK WTER MAW WT HORLOCATMNS 4-TMCK INTETO WATE ITMCMRLOCATION9 PANEL CENTERLINE 4° RIOR 2-TMCKINTERNEDIAW vYMWRLOWTIONS NOTES: 1)ALL DIMENSIONS SHO�WN ARE TRACK -TO -TRACK DISTANCE IS 2.976' FORALLSILLS: I VINYL SLIDING GLASS DOOR NOA 10105NE ANCHOR LOCATIONS Aa� JROSOWSKI NTS III 11 OF 21 R91 MD-5470.0 OILLNE 4" w, a22� MMCNINTERMEDIATE '42'ANC MWMTIONS PANEL ERLNE 4° 322° EDWE • S•ANCHtlLLO=DW iED ON MINIMUM ALLOWED. 375° 1 \T�NILIYNN!Mgep Ttr No. !i9705 _ HEAD CLUSTER ANCHORS LAYOUT: AUIW &OR IN RI 4^ CEMERUNE E%IE(�RI�OH 322, V 2TMCALCLUSTERN AHMORIMATIONS 3-TRUOt DLURTER'GS' .. ANaaLLnunorw 'CC'ANCHORLOCATIONS mmiMLOR RREAIACK 4' CENTERLME EMERIaR 322E 2-TRACKCLUOIER'CE' MGHORLOCATIOW bIRACKCW0 MTV ANCKORIOCAnc143 AETRAOALOR INIERLDC%— 4. CEMmrM NOTES: ' 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376' 2.375E FOR ALL HEADS: 4.TRACKCWSIER 'T"cNORLoWIIONS HEAD O+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERUNE 4' 322' PANEL CEMERLINE E%I�ET7R7i R I/ 2-TMCKIMERMEOUTE 1'ANGIORIOCAmON FMERI �/ z-TRAc%uRtRRewATe . YYANCNORLOCARON9 PANEL 4' CEMEMM E% I'jR 32Y ID 2WCKIMERMEDAU -,YM HORLO(ATIONS PANEL PMEL CENIEWllLE CEWOWNE 4.75' CEMERLWE 4" E%TjEjRIOR EXTERIOR EXT�ERLIOR V `N'MM0R1.0MTiION v rANW0111=7101S v J'ANCNORLWATMMI 34275 ANEL P' CENTERLINE 4" xwE CEMFALINE EMERMR EXTERIOR 322' 4--WCN I1,11I: 1)14TE 4-7P 11 FAEEIATEVY 4TMCKINIER MAIE'43' YI'ANCHORWCAVON ANCHCRLOCAnCN3 ANCHOR LOCAnOM NOTES: EauAEAPEAUwTlITxeE"IIANNOtIEA" 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 1 RUE A16RfI1LOG DISTANCE IS 2.375E jt237W FOR ALLHEADS: PRODUCT RENEWED y LYNN X EII 1 ERim nG p yl U WI/Willi/M10 Florida J 1\\0;�' CENSg '(�Ff F-Rm% 7 NOM1a" 16.1210.02 q� V E.,[.0 n Dato0412112021 ;' No. GBTOG VINYL SLIDING GLASS DOOR NOA 10105116 EF - �q' kI— mlR O eroDuce control A•,' - Ai6G/6 ANCHOR LOCATIONS B J ROSOWSKI ? p sl A NTS 171 12 OF 21 1191 MD-5470.0 rmunas warµ romcrouw+wa+\uaµ'arn\n canons. P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT (PARTIAL VIEW): �-( 2a76• 4.76^ 7.126° m " 6" L Max. Ilaaasul CN1 21.6° MAX..I2-TRACKFRAME 21.6° MAX. 21.6" Jamb fi MAX . P4mok 7 D.G. ERIO O.C. E'REq-, 1OR O.C. C,j '-✓ OPT, ANCHOR, TO AID IN ALIGNMENT 6' 6• NOTES:' 6• 1 STANDARDANCHORLOCATIONSSHOWN. MAX. MAXI MAX' FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY I 3-TRACK FRAME _dTRACKFRAME BE LOCATED IN ADJACENT TRACKS JAMBANCHORS JAMBANCHORS JAMB ANCHORS (SIMILARTO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. 12, MAX. JAMB JAMB JAMB (3)WEEPNOTCHES (4)WEEP NOTCHES (S)WEEPNOTCHES PERFND@1') S00' PEREND@1°X-S0W PER END @1-X.60T IND SILL SILL SILL EXt:3? EXTCE�RIOR EXTERIOR 6^ (3) TRACK WEEP HOLES EVERY24-@1.125' X.100`,� 8 TRACK WEEP HOLES O _ (10) TRACK WEEP HOLES /�` EVERY 24'@1.125'X.190`, OPT. ANCHOR (1)WEEPNOTCH EVERY 24-@ 1.376' X.500° EVERY 24'@IA26^XA90•; (1) WEEP NOTCH EVERY (I)WEEP NOTCH EVERY TO AID IN ALIGNMENT 24° @ 1.376'X.600• 24' @ 1.376° X.600• NOTES: 1) SEE TABLES 162 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2 38t4TRACKS1 PRODUCT RENEWED \\\\HIII1111j mpl In wIN Ne FIorltlP `�` si OF ANCHORS REQUIRED IN THE P-HOOK. .... NOA-No. 157210.02 ;��'�,•JCENS6 '•.�,"%�P' xouwvsnrw+romevaumnnovooarawe µp\pgroaaTwxs: 04/2112021 Etplmuon 0glo p1o. 66705 LASS DOOR NOA Imam@ IONS C 8� J ROSOWSKIryONA��1070 ffSGD-5470111 TECHNOLOGY DRIVE�,�N. VENICE, FL 34275 13 OF 21 14 MD-5470.0 94 PJ 070 (941)-0BO1 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: TERIOR ]-TMCK80'COPNER . •C1•LOCAT(INS (USE NIYERE':RE'CT LQ SPEC W FD) ffm - a•TMCKWCORNER il— YAMWORLOGTONS V (USENHERE•0'18SPECIFlE13) 4e 4' 44RA NQYCORNER EM -W ORLOGTONS (USEWHERE•CYISBFECUIE14 90' Mmtl581 C 1 JmE E P•Reek 7 ERIO &TUCK 88•CORNER •CB•ANCNORIACATIONb -^ (USE N11FJiE'C5' L9 SPECIFlEO) e•TMCK80' CORNER If 'CAMMORLOCATONS V (USEWNE(Ui'C5'I96PEL1FlEf4 SILL 90' CORNER CLUSTER ANCHORS LAYOUT: FWAVI r" i ETMCKBO•COPNER EM 'G•ANCHORGTI LOON9 (wEERE• ISSPEUEIEO) ERI WH I S-TMOKWMMER EXTERIOR 'G•ANCHORLOCATOM (USE lM ERE'CT IS MORM) L - N P P F 1 4--Ml EXTERIOR <TMCKQ OOMER ^� AIOR %C-MCHORLOCATONS o 4•TMCI(08'CORNE0. 'G'ANCNORLOWTIONS (UBEwERE'CSISSPECV®) (USEMIIERE'GYISSPECIFlED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. r 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE L SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)TRACK-TO-TRACK 2376'FORDISTALLHNCE IS DS2!3ANN. V1FOR ALL HEADS AND SILLS: IV2376 N. VI (941 I 2.TM%8VWR4ER EXTERIOR 'CB•ANCHORLOGTIONS Il_ 615EWNERE'Cb'186PKUFIEO) V I ERM 3TMCK 00'COPNER "%F 3 (U SE W IFPE'CS IB SPECRF.M 8 P N p p, 4' RENEWED .Itb IM FloTIEa 45-1210.02 3.o22O4" ;SSIOnEP FMCKQ8'OOM'ry......1l \ CRGTMCLNE%VIo •'� ALMMUEA•P.E (USEWRFJiE'CS'ki EPECIFIEO) P£J58N5 � I A VINYL SLIDING GLASS DOOR NOA lAl 1( FL 34276 300 Ial .Mnunn I nnATIONR ❑ ftl U ROSOWSKI NTS I3I 14 OF 21 All MO-5470.0 i.TPPGRIAI'1A1Nm° 'G'ANCNORLOGTIONS (lRE W.IfliE'G' IS 6PEC61E0) 4° MWE7Emm ON yTMCKtSS'fARNER 'G'ANCR0 WSPI OM (U6E NHE0.E'CL' LS SPECUIED) IRKEMERIO—R 4TMCK115•COMER " -WMCHORLOCAnOKS (USE W HEAE CS' IS SPECIFIm) 136 aeNSW 1 Jamb 6 P-hook ] E-TMCKISSCOAIDR 17 •CCMCRORLMNONS (W E WHFAE CS IS 6PECIRFD) 4° SILL 135' CORNER CLU51 the AWUMUMO LMT WU I: 4. 4"' 0 4° 4 fEMER�100. EMEFU00. V " 3TMCKISS'COmo V Y-1MCKISSCOPNEIt 'LCRN RS 'G•ANCNOR LOWTIONS (USENi1FAE'CrW8?M'CS'R6PECS'IEO) (USE WHERE CSm6PECUtm) 111 F�. WLOCVj slw.cl(ORL=tom 'CB•ANCHORLOCATIOFS •G'ANCNOR LOCAnONS (USEWHNIE'G1'LR 6PEGHEO) p1SEW)ERECYIS6PEC61FD) {L MERID I r — �..._R .. 1-TMCKfM-C ER /TPACKISS�PNER V •G•ANCNORLWATICNS •G'ANCNORIDCAnONS (IISEW EWWGPECIFIEO) (IDEWXEAE'CYISSPECJFID)) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)TRACK-TO-TRACK DISTANCE IS 2.' JV2376- IV237W FORAHEADS AN SILLS: 10 N (g, ratovm+e+aa��um.+° AHCHWILOCmONS Ti HB631SAI xmo i b Pl x 7 44- PRODUCT RENEWED P6eom 1In wRha.m. wwq Gotl0 No".. 1S-1210 ERplraun Dato0412112 EMERMR E 3�'-� Nl�m-0 robust cont 3TRACKIM•CO M 'OF'ANGIORWMTKINS 016EWRERE•CSN SPECWEO) rld. 02 021 ml \IpN4 1.YNN Ido.:i3T06 aTRACK I9SCORFRn "AI-`�°� 'CS'ANEWIS6ATKINB rrrllll litllt (USEWIIFAEYA'IS SPECIFIED] ALYRumm Pf. P.Ep 6DL5 VINYL SLIDING GLASS DOOR NOA $1010511b t ANCHOR LOCATIONS E S J tROSOWSKI AMaRIS1Se n $� IOLOGY DRIVE FL 34275 SGO-5470 9 NTS 115 OF 21 14 MD-5470.0 f Wo SKIM LOCATION 4" F'J]IIj{'yL IL.. ExrSRloa 3.22' 2TPACKsPUCE •C4•ANCNORLOCAn 3 (USE WNERE•CYRBPECEIEO) SPLICE LOGnO 4.75" E%TEwOR 4• 'G•ANCNOR OlR (USE WNERE'CJ' R SP WSPEECIFlEO) 4TMCKSPUCE 'G•ANCNORLOCA110NS (WEWNFRE•CY SSPECIPIEO) Head 8 1 Jamb 5 P�hOdt 7 9PLIC I7{7YI���. LDDnnaN 4" MEROR 372' 2iMCKSPIICE 'Ce•AIICRORLOGnON3 RISE\1MEAE56'R SPFCV�D) SP CE w6ATWN 4' EMERIDR 322' rl STMCR6PNCE �7 •Cfi•ANCHDRLOGnOib (USE WHEpE'CY IS 6P[Lff6•DJ 4" 4AM"SPUM TA-MMORLO vom (USE WHEnTW IS SPECIFIED) SPLICE wcnrlOn 4° E% SW& JZ ?TMCKBPLK£ �/ 'G'ANg10RIXIMI 19 (IISE WIIERE'CSIS BPECIREO) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4- MMSKM •G MWDR W MTIONS (IISE W HPRE •CS• IS smwiEO) DR INTER FOR SPI ES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE A ON SHEET BLOCK 3)TRACK-TOTRACK IV2376-5' DISTANCE 19 2.376° FORAHEADS AND SILLS4) POCKET WALL OR CAVITY IS NOT PART OF THIS : Y OTHERS AND REVIEWED BYTHE AUTHORITY RAVING JURISDICTION. D IS TO BE DESIGNED CTION. SPUC LOCATION 4' KTE IOR fl MIMCKSKIM V •OB•ANCHwR Nom (USE W NERE'CY R BPECIFEO) =75 4-TMCKBPUCE 'CU'M=Rw AWNS (USE WHERE -C6• IS SPEMED) 4" Expl.u.p NO. GS]05 . GLASS DOOR NOA NTS hI 18OF21 1191 MD-5470,0 L91' O81 .762 F.----6.876--�I-�T 10.836 640 ,126 4w rff, o 1 p I� .700 0 600 -�1r' 930 T 1.928 - 1.8112 ® �1 CI �01.881 .082 T 901J IRLOCKCAP, 0 , Q Ji � Inl � F ESCREW TRACK INSERT 10 1Q 2TRACK HEAD/JAMB ©4TRACN SILL COVER (PVC) QB ANCHOR PLATE C WENDED POCKET 5.178 .231 O80 '-r'j 2.08D .100-�1 1000 �^'`2 082 1.813 1 .080 ���1111 8I.2ppI2-50 -{ B.260 -1 949 1AS5 1rLr1r____I Y613 1.883 LJ LJ �� r �'100 1 .082 ' -� .060 1,813 1.881 BCTTOM RAIL FRAME SILL 13 SILLTRACK QP-HOOKADAPTOft 18 P-HOOK .100 � Q®Lt�. J. 17 ADD -ON COVER SUPPORT pp4 125 3 3TRACKHEADIJAMB ®3 TRACK BILL Q 640 .291 081 r�� 2B7b 2.t41� J 640 3.000 A76 1 r---10.825 - 6.875 '-T .828� Ir 2.807 --17 1.408-JtL rirtff:� mioo II1�---�.100 1 �{,062 F- 8"--062 1 1REINFORCEMENT 1.813L===�1.881 EXTENDED @KEEPER 2 REINFORCEMENT ®REINFORCEMENT �FIXEO PANEL CLIP ®PLATE � � � 19 KEEPER ® � BAR COVER BAR @ 4 TRACK HEADIJAMB Q2 TRACK SILL 2.611 r.--2938 -yII1.6�7 0 jII� 1.826 IIJ 2.833 2.308 a .�696� 3.4I8T•0..2.0991595� .125 .41004 '4 300*12L•182 Q AND STILE ® AND STILE REINFORCEMENT. REINFORCEMENT COMPOSITE STANDARD INTERLOCKADO ®REINFORCEMENT. HEAVY-DUTY REINFORCEMENT -3A52 1.472 .126 3209 125 .08013713 2.176 .07001.170. WRAGAL R @PASSIVEMOUNT ®ASTRAGAL CAP, EXTERIOR .210 252--� 11-.-27�T81 1.201 1-11Y16,®141118" @BEVELED BEAD 3 OGEE BEAD 070 p,210 .312 .1@O EXTENDED POCKET W INTERLOCK ADAPTER O ADAPTER 32ATRAGALADDON 3ANDBOTTOMRAIL 3.320 3.346 NOTES: 91B 1)SEE SHEET 4 FOR SILL RISERS. -Us3.946 .080 .048 1.600 B.Y47 2)SEE SHEET 20 I .086 ,919 FORSCREENPARTS. 4+--.229 J___ 135-CORNER @90°CORNER 10 GD•CORNER @80'CORNERASTRAGAL 3)ANCHESENSIONS ®AS7RAOAL CAP, ASTRAGAL ASTRAGAL EXTERIOR CAP INTERIOR INTERIOR N. VENICE, FL 34275 INTERIOR JAMB COVER EryhaEen O GLASS DOOR NCA d 10105I15 J1' Na 50705 I8 J ROSOWSKI �i,Lt> n J�tll MS 18OF21 4 MD-6470.0 �4 ALVNNMLLD P,E.!L THROUGHSUPPORT, INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK Bx /2° SMS 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME ATTACHMENT JAMB & INSTALLONE BLOCK AT SUBSTRATE, SEE EACHINTERLOCK. TABLET pT ASTRAGAL, INSTALL ONE BLOCKTHAT $PANS BOTH PANElS. � PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS JAMB TO HEAD ASSEMBLY ITEM RS, IS REQUIREDAI ALL PR t I VINYL SLIDING GLASS DOOR NOA 11 ACCESSORIES INSTALLATION KEEPER TO JAMB ATTACHMENT JO p'A� IYNN Af `� a�•GFNS '.LOCATIONS. Imam No-1011, J ROSOWSKI <) a�c,I NTS I1I 10 OF 21 jZ 01 MD-6470.0 I BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE VERTICALSECTION EXAMPLE HORIZONTAL SECTION EXAMPLE .87r,r.876 I.1,020 8818i 2 'Ofi2 4 r.0'0-2 BOXSCREEN BOXSCREEN 0E- N sTOP RAIL OBOTT M RAIL 9 DERAIL 1.020 r-- 1.583 � 1.373 I+-� 83 1.872 .065 1.833 L 062 -.I If.372 BOX BOX BOX SCREEN 1as SCREEN to SCREEN tca OXO INTERLOCK SNAP -ON ASTRAGAL RUG FLAP ADAPTER 1.308 0-6-Iv -+11.343 r- 055 y1r1AB7 11 ., -y 1.487 �- 1.510 ,080 BO%SCREEN tas ASTRAGAL SjjOXSCREEN 101 SILL ADD -ON BOXSCREENHEAO 10B AND JAMB ADD -ON ADAPTER STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE y2 tst 12l 122 HORIZONTAL SECTION EXAMPLE --1.081 1.202 1 1.778 O50 -.ems.0060 •046 IREEN t21SCREEN t22SCREENOXOI AME SIDE RAIL, ASTRAGAL OL LATCH ADAPTER y-.y 1 - 126 1.435 765 � 782 T�--.040 ,062 9CREENVINYL RAME BILL us ASTRAGAL to SCREEN ADAPTER ADD -ON VERTICAL SECTION EXAMPLE NOTES: �—� 1)ALL C Al VINYL SrREE DETAIDINGILS GLASS DOOR NOA SCREEN DETAILS N. VENICE. FL 34276 J ROSOWSKI NTS 1,,1 20 OF 21 Jill MD-5470.0 the Fla id. I P.RPIra6on °OIp4 LYNN A&Z' IJo.56705 S;S/FCOIi10I;.'jC A.LYNNMUMNE ^a V Pan# Descrip8on Material 1 18007 2-Track He6dlJamb §191dJamb 3Track Sill Jamb C 8 19028 4'llack SIII Rlgld PVC 7 7900o Flame Screw Cover RIgId PVC B 19037 Anchor Plate 6063-TB Alum. 9 19007 Treok lnaeri 6063T6 Alum. 10 18084 Inladock Cep-EX(Ohded Factor RIgId PVC 11 18036 Ballom Re08upror 6093-TOANm. 12 iB00S4 Cuter Slll Cowl 6083T6 Alum. 13 18011 Sol none Cover RIgId PVC 17 i9032 P-Hook Adeptu 5003-TB Alum. 1S iB020 P-Hook 8009-T6 Alum. 19 19047M E%tended moor 8003-71e Mum. 20 19D29M Keeper lW1i Alum. 21 1901A Relnemsment Bar Cover Rigid PVC 22 loom Reinforcement Bar 8(IQS-TS Mum. 23 1803}M Fixed Panel Cgp 6003-TB Alum. 24 79D3fiM Relnforeemant Plele 8083-T8 Alum. 25 18017M Top Rail, Boom ROD and LOckstlle RelnNreemant 8006:15A(um. 28 toots Composite 27 MUM Inedock.3001oleinfomereenl,81d. 0006 T6 Alum. 28 19013M hleflock AOO Reinforcement, HD eW5-T6AMM. 20 19019M Astregel Relnacemenl 60015-TO AIuM. 30 19083 Extended Pocket lntedook Adaplor 6063,76 Akan. 31 loom interlock Adaptor RIBitl PVC 32 18003 Astragal Addan Rigid PVC 33 t90D4 Panel Bill., ToplBollom Re0 RIPItl PVC 34 1 1004D IlalarforJamb Cawr 6003-TBAlum. 35 18076 Aetregal T mm MMVuuC 3B 19077135maAtm�l Mont 860Po6039 Tm66 3 AemePp-wN mmrAGnial C's P FP 38 B00 1335' Cep-Int. RIgId VC 10078 90'Caner Aslm an 1 6083T8 Aklm. 4 Pad# Description Materiel 40 19087 80•Comar AslmBel Cep •Eat. RIBId PVC 41 loan SO• Comer As009e1 Cap -NI. RIOM PVC 42 1909S SIB Poser -(2-1/2') 6O09-TB Alan 43 19022A Bill Rner-(3d12•) 608178 Mum. 44 1BD23A SIB Wscy-(4-1/18`) 0083-iB Alum 45 1907AA BIg RI6Br-(4518' coil&iB Alum fi0 718009W .lBr x .320• Forced (6199) 61 71695K 14127 X V to 3/4' FIO Seel Dust Plug fit 71695 Dust Plug 80 419041 Inle000k Flip Coley PVC 01 78153X Terdem ROlbr A...m y SB 82 7B769N Tandem RollerAMRINy Nylon 63 78096FP7X #e Y 3/4' Ph. FH 8MB Q9 Rpyere Reim 88 64 419042 Frame Header Bock Nylon BB 40052 Raller Ac' Hoe Pk# PVC BD Mies 4 Hole Bumper stop PVC 87 701(1TX a6 x 14W Ph. PH Sells QOBumPar clop SS 68 716060 Sill Piug PVC 09 78186% luomm MOdlse Look whelp Tom Plate Steouss 70 71032XIFPFX I 1032 a 1' Ph.FH Its QB Look 63 71 1 wdoe Inman Ka Cot 2lno 76 Kannealing 4BG 7PS SPacer Sy6lem Sea sheet 76 Cuninex super6peoer rtXrv&h Hot Melt Butyl 10 for 77 Cuenex Dumseal Materials 78 UNInM)L Edge spacer 70 Dow COMng 996 a GE-7700Baokbeddip Sllloona 62 10044 14lifl- Bowled Bead I PVC 83 iD B 1-1178. Ogee Bead RIgId PVC B6 71726K Setling Bbck 1' %4' %tits`, 88 •%5 dum. Neoprene 90 T01P87X #Bxt'Ph. PHSMS@Fmme A'sambly 6S tH TBX114PHPT4f0X #8x 1.1/0ph. pill -SMS Q Mint Bar SS 92 710%iPHPT18 0X 010 x V Ph. PH SMS Qg Rail Support 83 93 710X116PPX #10 x 7.7/2' Ph. PH SMS ® File. Pan. OIp 38 04 710X9.5PHPTiBBX #10a2-lI2'Ph.PHSMSQOReInf. PlalelAsL 68 95 71420X2.25FPFX #12 k 2.114' Ph. PH SMS® Ha. KINK SB BB 71DXI.76PPX 410 x b314' Ph. Rt SMS 9 Keeper SS B7 710X1/PP% 1#19x ar4'Ph-PH SMS®can. P.A. In, SIi NOTES: 1070 TECHNOLOGY 1) ITEMS to 14.16, 46-49, 63-59, 72-74, 60, 81, 84, 85, 87-89. 98 8 89 ARE NOT N. VENICE, FL 34275 USED AND ARE NOT PART OF THIS APPROVAL. 1 f941)480.1600 SLIDING GLASS DOOR NOA i LIST '^0 V Part# V' Description Material 100 t2258 Box Screen Top Roll. Bo8316N 101 12267 Box Screen DORM ROD Woo Al 102 1226s Box Screen Sks, PAD 8083 T6 Al 103 84426 Box Bacot WMock 805:l 104 17047A Bev Bereen 8napan Sub Flu p 8 i6N 106 84345 Box Screen OXO Maugal Adapter sO WR 700 17949 Bar 9craan Aefregal Adopter 8063 To At 107 t9039 Boa Screen Frame SIR Adbsc 601018N 1W 18038 Box Screen HeadiJamb Addon 8 IUN 108 710X1X #1420kPMS Rail SS t10 T20XI12% #144D x1-112`MS®BIXlan Ms Pell 66 111 717830 Wet ITS X.iW'• Fin SeeI 772 81806K WsIP .187' to avv o Bug Rap 113 78RA2 RandallROler Nylon 114 78RAX HDRdler SS 1t6 lane¢ ScreenLaYJn Herdamre SIaIX NB A10D63 liemen Keeper Steel 117 7B%IPPA #Bx I- pin. PH SMS 91eM 11B 188T13'4 choose, SpMe-.iW"8.786" N101 11s 1816C21 Screen OIXh Flbomleee #" V,Parto Description Material t20 12033 Screen Frame Rell BW3 T5 At 121 12028A eOreanFreme-BIdo Roll(Laloh) W63 To A] 122 17303 Screen OXO Aetregal Adepler B063 TO At 123 4853K So men Vinyl AahegeI Adaplar RIOtl PVC 124 10012E Fresco 6gl 8aee0Add-on 606316N 12b 6FP95K Bug Flap, 8541-6 dum. Vinyl 126 78Xi12P6A1S #8k 1-VT Ph. PH SMS (AeGamy) 88 127 712027 COMot Kay Wheal Anomaly (Standard) Nylon 126 7120278E Caner Key Wheel Assembly (HD) 88 129 w403 Screen 1.00 mHMdwave Steel 130 710174PPSDAX #10x3/4'Ph,PHSMSQg8creen Act. 68 131 78%BPPBM9X #8 X 112 Ph. PH SMS Q9 Door Aal. 93 192 1602/3ho Boron oopers, VInYI 133 1 1818C20 I.Groen COLh Flbergla99 J ROSOWSKI NTS I}I 21 OF 21 it 91 MD-5470.0 PRODUCT RENEWED as complying with Ne Florida au4ding code Nolt-xe. 16-1210.02 #xplratlon DaIg04/2112021 - Na. 50705 , MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 Series "PGT" Clioaed Extruded Aluminum Tube Mullion -L.M.I. rawmg o. tt e npac - esrs ummum a Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's 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 by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. - - L ! j NOA No.16-0218.03 MIAMI�DADE COUNTYV411111 Expiration Date: May 26, 2021 6 Approval Date: April 14 2016 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10- 0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51° Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 LJ2 Manue a ez, P.E. Product Cont oI aminer NOA No. 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM=' D F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26116. Manuel , P.E. Product Conlr l E aminer NOA No.-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS NON -IMPACT OR LARGE AN] MISSILE IMPACT -RESISTANT F 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IN OR 2X WOOD BUCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOAD9AND ARE TO BE DESIGNED BY OTHERS. FIGURE 1: 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULTIPLE 1'�OPEI6NG WIDm iOavEanwLMuu�II MCHEST06E MULLIONS N�BEOIN6IDE HAVE BEEN TESTED AS TREE -FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL I / BEEDETPR9 I RECT "AH: SLAP2 NOT HAVE AGAP OF MORE THAN I)d'FROM ME CUP. SHEETSB3 3) ME ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN V180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR ME EVALUATION OF WOOD SCREWS. sEE DETAILS ATSNG sXEEi52J SEEOETAllS I AmNIC SHEETS ULL Im HEIG Pa Hmw SEEDETALE. MO FENE5TMT0N PRODUCISMNY BE OFAHYTYPE. MUBTBE /111 - 111 _ I MM UFACHPEO BYPGT. /SEE DETAILS I UIX UrN. AD,G,H; MULL SHEETS2d Vim— LENGTH Howmxra. MUu L¢rwm ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND WE SCOPE OF THESE INSTRUCTIONS. WIDTH OR TO WG HT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). I .L T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST J. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SWILL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MLLy F OPENINGWIDTH--1 I—HpLR.MULLLENGTH�I —1 IExom I' I 1 OPE NO p HEIOHF y y /• pPEXH� LN'� HEIGHT Y ENGTH MULL • / ..e�..wnwimH SINGLEMULUON SINGLE MULLION -,SEECORRESPONDWGIDUAHS MULTIPLE MULLIONS FROM FIOURE I ABOVE 8) REFERENCE TEST REPORTS: FTL-6443, ELCO ULTRACONIAGGRE-GATOR NOAS 9) MULUONS AND CLIPS HAVE BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLYTO BE USEDWITH PGT.APPROVED FENESTRATION PRODUCTS KAMNG CURRENFAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HV 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT L-WIFT-) FOR THE OPENING USING WE ASCE-T STANDARD. 2) CHOOSE AMULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'TRIANGIAAFUTRAPEZOIDAV. GENERAL NOTES _...__..............1 INSTRUCTIONS ........... ._.___...1 ElEVATI0N5............_......-._.. 2 MUILTO IX& AD..-....Y....._...2 INSTALL TIO MASONRY.... __...2 MULL INSTALLATION NOTES .------ 3 MULL TO STEEL S Y................. 3 MULL TO STEEL STUD................ 3 MULL IOMULL .........................3 ANC RNATATCS...-...__...........-S ALTERNATATE CLIPS ...... . ..4 eAv MULLINSTAUAnON....--...4 1 %2 X125 1X2X..5T5 WILL5MUU_EOS__.-----7 1 %2T5 X.STS MILLSPEMS......_T 1 X 2.75 %.BS MAILL SPECS......... S MULLSPECS... USING 5) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(IBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULUON CAPACITY. 6) FROM THE ANCHOR ANCHOR CAPACITYLES) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION I MULTIPLE 1YI1 •(LYNN Aq "�i�� ANCHOR/SUBSTRATSANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR alp PATTERN AND VERIFY THAT ME REQUIRED ANCHOR ;��a.�\\.N``.ENSfO'/F•Q `V'•' ' CAPACITY IS MET. .A. ' T)IFTHEMULUONCAPACITY/LBSIFT')OBTAINEO IN THE TABLE IS HIGHER TWIN THE DESIGN PRESSURE REOUIREMENTILBSIFT'1 FORTHE �.•( No.58T05 OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS _ _ •/A� :LL VALUEA LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHESAME SUBSTRATE / ;.0 6 :U 8) VERIFY THE DESIGN PRESSURE RATING(LBS") FOR THE FENESTRATION PRODUCT TO BE USED AND COMPAREWITH THE FINAL MULLION :��•. TE F T• UT CAPACITY(LBSIM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF MEMO SHAU.APPLY FORMS ENTIRE MULLED FENESTRATION ��`�'•., FLOpLOP.� G?` •. \a PRODUCT ASSEMBLY.SS B) HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN U%NGTHIS NOATO APPLY FORAPERMIT. A. bQgIIAIl DETAIL B: DETAIL A: MULLION TO2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) Muwax MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) I 1i1tI MLLO IiIt 6 I WE�EM b lIr 1I-MFWHOE G ERNEATE a LWATD BTNiDADOP Or.m CPMYB WSTIDOY °a TW8MT00, ELE m DISTANCE Iwt' j a BPWr�° W ALL MUWONS a °. < ° EXTERIOR A E ':. EDGE . 4 DISTANCE FOP M 80NRT THEOFFBETGJP49 ANCHORS a PECMMFNDEDFOR EXTERIOR FINFRAMFD Wlxoows. BurMAv SIDE VIEW e I.' EOLLOEiLO. TYP.M'BST SUMTTE PERT..,TE. 1 PEN GIIB P'M GEETAEIES1B�18B TYPmcCH 15-1, 9FE TIBlF8 iB900 PERSUBSTMTE, EGGEENB BYCMBIPIP SFE TpBIE91&18B INSTANCE NW BEETOHLEB t&tEe 'F ATTACHMENT Br oTNFRG, BucNGTPIP EEOEbFN1 ,.. - SEEWTEI, AND I ._ sxEET t. ATTACHMENT ,:•. ,. BYOMEBS i. d �. • SEENOIEt ' • SHFETt MWI1K8ICCNCREIEM.0 FRONTVIEW ' SIDEVIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHOR DISTANCE, THE CORRECT OUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLESON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO iIV S.S.'AGGREGATOR MASONRY ANCHORS. �RODUCI'R6V15ED antPlYin6triW Bw RBAm _ DPi1SMFC ATaaenTeW o3 v. MIMImo.R 2D, B a IMN \poYrl LYNN MA�7�!q� I 58705 : - = ., LOItIOP.� A. LONNIMILLEA.b.E. FL P.E.B 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN)' MIN27MCONCRETEORCMU FRONT VIEW MIN2.7NSICONCREIEORMU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D. EITHER THE STANDARD OR INTERIOR CLIP MY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HE%HEAD OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL. SEE DETAIL C, SHEET & 5) FOR MASONRY APPLICATIONS IN MIM I-DADE COUNTY, USE ONLY MOAMI-DACE COUNTY APPROVED ELCO ULTRACON OR ELCO UP S.S. AGGREGATOR MASONRY ANCHORS. FRONTVIEW 1 EXTERIOR DETAIL E: MULLION TO MULLION 1m,uSL INTERSECTION (U•CLIP) V IES TOP VIEW „W NOTES: 1) MAY BE INSTALLED IN-TEE'OR-CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HOR=NTALLY (SHOWN) OR VERTICALLY. 3) SEE U�CNP DRAWINGS, SHEETS 21.23 FOR CORRESPONDING MULLION. I LINIEnaeelnrn R �y Illllllr^^JIIIIII y\ EXTERIOR SEEb EETSMQMR Nate Eacnnoxs FRONT VIEW RXE DISTANCE SEETmvs. W-Im SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) sEs NOTES: 1) FOR 2%WOOPBACKEO STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5-20, FOR QUANTTY OF SCREWS. SIDE VIEW w.,PlymB.nln aM I--- wcapenw Pb16C'Ll$. e EVPiNi Due Q,' By MJo �J ASI 4YNN A9/[( �A�i 4�i rc ' ri r No. SB705 •. -G 8' l6 E F FLGRIGP!'JC9 ktYNNIMA4LEA'. P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) s6EOEINrs". GREETS2ANC9FOR W4IALIAMN X TO SPECIFIC 6VBSTMTE6. SIDE VIEW SHOMMIAM"X.126' NIIWCN EXTERIOR EMWOR O EDGE NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126'X2A1'X.125' MULLION. 2) SEE TABLES 1B-138 FOR ANCHOR QUANTITIESAND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION NGLEC CLIP)INSTALLATION (ANGLE CLIP) O VT" \V"Ew 3 NOTES FOR INSTALLATION OPTION 0 & H: 1) USE 2 ANGLE CLIPS PER MULLION END, CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL O: SEE TABLES 18.14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 158 OR 16B FOR ANCHOR DUMMIES AND SHEET 22 FOR HOLE LOCATIONS. NO, SS705 -CAf 1-4.. TABLE 1A Mullbn Ca ecl Teble Ib9si ]nrteit'nlnrq n�Aore) OpenInB WItlN(faneNcel"pW]immltll9m) orl7penlnBHBIBbt(wm wit 70N ne[].nplu TIN]ImN. Pxlnwlx TnN01nq. MF 901n Pee]nwW TIBP'meM. RMBMA.1 T rural. NON RB 'w LgSmO T.NmW L drttpNy Imst PEIYpwIM b;7 dlgll How delmpla TlRmlmB I03O RxI. TuMO.^B LggOW"pq� P0[Inwlu BON mWmuW. zx.lRs ixumTU m°aigpq At IySnagCO l5agtl^geY oo aMul anbB g3 gb $j eLSgm&Ip g[loedypq p61sgmdypNiq B55gWOnyp9 y15egNngpa pgWag g61-div yWttIli'a BTL t9 ygI-fty0 1" 8 gp 5g.W !l ki g15Og°ayy04$ ffl td fl S IN IMb ]N W] It6 110.E ]M T0.B IM IW.6 WI BB.9 IM 1041 al9 611 101 1w.0 ]IB BS9 IW 1N.0 i19 0.6 IOe IDIa 010 ]0.B N6 1N4319 35.0 IM 1N.0 319 t3N 111.8 TIA 2R Oil 312 07.0 B N.0 312 11 2" 1.tt 01.3 2N 375 312 .0 RII 111 312 OIA m12 . . MI IBK TI.B all We RY8.4 312 MA 251 511 tl2 ]S.B 301 W.1 IA 31.0 ]01 IB.J 210 301 10.] ]19 3A at N] 219 ]00 2B1 49 .J R19 WAAN WA 211 ]eB 2H 6t1 RBI 81.5 YI1 N.8 3B1 MIT 221 IW 1B.] 247 30.4 t93 21A &1 NU 1W 11B 211 MI 10 I0.1 N] ]5.1 IH gE NN WA 2N STA ]Oi 1]A 11l 1&B ]W ]1.B 211 1.0 10 32.8 247 U.B IW 111 20 NA 15B IB3 3N RB.9 N] IB.O ]N No lY . NN ]W ]W 11] Ira ]YO 1Ca WA IW R].1 2W JIA 10 N.0 2W 2B9 1W 31.] 1W 3i.1 3 WF AI 1e1 ]e.] IH 3].0 I01 bA IM 30.T I01 A9 NO M.T 161 MA IN IBI IBI 'IZA IN I5.0 1B1 21] N] S Nln 26O 1M 30.E 1N 24.0 IW M.1 IM NA IW 211 IM lato IM 31.0 IN T!M S1] 1N 21] IM 1e.e M1N 19.9 110 Is.. 1M 11.6 Its NN 119 IM IB.i 102 N] in 16.5 IW TBN 116 HB 103 IN • unune rnonrlTV en 111C' TABLE 10 pnabo]Ca ed T6bb Ibs BWNIx 2W IM�N ].SF hro. Ik44e"UdU Fi[G fA1U Pi W$1 ]MNI nt6'Ed 111.68Eko Y10•Flro IIP 88 EMo HOWM /IR61Btl B12Hetl gmfq Tpc' ]1-01E.tfi V'Ekb UNNn1 m9ec[n sljw oU19Km IN•Eko11W%m ANh0ab1 Ul.. 105)) st.(GS) S.035) AncharCUPPettems ?IY! YIM' 1' 3-tII' 1' ?1r! T a1IT T O.N• 0.31' . EEw WIeroe Mk 1' ?1? 1' T 1-111• 1-0II' Y111' I-0N• 1d11• I-0N' T 1ST 1.Vd wFt EInmMIrtA LYI' LLI' 13'P LY1' 090d INllm Riod Rmlm aNWf i1oM1 ]lld Bd lm -WA 01 d Nld N21n M9d aNnMn®1.]s•MN. o.C.laludxbatltHalp (ip. Ik ]W Ne ]Wd 1Na YAIm Wp Wp WA wp &3d t&5d 11Ad IArcNtN1.15'MK U.c.I6lvdmb laOKtB6YB l5K Rk IBDd 1WIE0 MOd Tmd Wq WA MOb 15B51G wA IWbd wA Ned Ns WA ]Hd iNlb WA Walm WA teHW WA H2d WA WSIY WA H301H T15d eAmMs®TMin O.C.I12196Ar4eawl0b ]R 2AI[Mn®0.1s• MFao.]UUb, FIt.1M'Aivo. pb�13 Wp WA WA WA Wq WA NM WA WA ]]id Ilad HOW sHow 30Ib I NnIVIRp9ffK sk tasd 1Gsd 3Md Nsd e9d 1%d 11o10e Ilid albd IHIb WA ]Itd Nalm -- 2AMMn l.ls'MN.0.C/Fflbffk, Mad YAd WA WA 'r �n.urc�w.m IWIm WA WA WA WA TOTE: FOR THE OFFSET OUP. tut I NF Sgme NntAvn rot. cnn.u.u.....n............... FIGURE I: FIGURE2: 0 Is 11 • FIGURE 3 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURES: =ANCHOR CAP.- THE'ANCHOR �PONDING TO AN IT IS TABLE NOTES: PRODUCT RGVI36D 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ti c0m01Yis MVtft PII" m Mid bg Cage SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME]HODS. 'I I.UW' Y' ABcepwiW NO •� .pXC 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OROPENING WIDTHS IS ALLOWABLE B]l�l� 0M9 Y 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E%ACT DIMENSIONS, SEE SHEETS21-23. Miami ■ uH HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 2000' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I 12T `YSY\y 1.VNN Allt/2jii2 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FlLLEO L ' CONCRETES LOCK UNIT(CMU) SHALL CONFORM TO ASTM G90. WOOD SHAH. BE PRESSURE -TREATED `�T��3GENSp `FR e f i( YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6083TS AND BE A MINIMUM OF.12S THICK. STEELSTUDS TO SEAMINIMUM GRADE33AND.O45'THICK(18 GAUG4 STTUCTURALSTEELTOBEAT I'X2'X.12WMULLION Ho.58705 LEAST.125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEXVT 3 SCREW THREADS BEYOND _ THE MATERIAL B103412ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. • �' /�j i 1 sT TEOF FL 1■2 X.3T6 mmme mulflon lall III) Jill I I all 11111 a It I I It I I I I I 1 1111111,11,11 li h 111, 1[ 11 h H 1111 a I I III WHIR 411111 FAH U11101 m1m, ..__ _.. -.- ... .c.e a,. WHOh 11 YLISFIm YIPAp0nGYu �y� A4PeGeb 9mn(CS)I9oaYlGlII 3[le'/lGY /yclry W EIm UGsm 1N'EFn111Ymm Gln:m EIm IP�san IN'EIw10mm A..h.,CIIPP-Kome a vda4 .ANCHOR CM.m THE'MCHOR PONDWGTO AN FIGURE I: FIGURE2. TABLE NOTES: T BLESHEETIFOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADWG. 1000' )-- SEESHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) MEM INTERPOLATION BETWEEN MULL LENGTHS MDIOROPENING WIDTHS ISALLOWASUL FGURE 3: 3)MUWON ANDMUWON CLIPS SHOWN ARENOTTOSCALE.FOREXACTD0AQ4SIONS,SEESH M21-23. BEDMLLED IN THE FIELD FOLLOWING DIMENSIMALRESTRICTIMSSHOWN ONSHEETS2R3. 2000' • HOLESTO FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS L ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SWILL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE -TREATED 3T5' FIGURE4: FIGURE W. FIGURES: YELLOW SOUTHERN PINE WITH MSG OF 0.66. ALUMINUM SHALL BE WO T6MD BEA MINIMUM OF.I2E' STUDS TO BE A MINIMUM GRADE 33 AND.04W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT p X2' X.37S MULLION no jjIjjIIjjI THICK STEEL LEASTA25'THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERBll-A10 &H12 ANCHORS INTO WOOD MAY BE STEEL. I"S.S OR 410 S.S. 14m3�Ca4n .a Hn 1 -D2 D iiNion Dam Iml IhaAn . �11111 T"No. SBT05 •' o} `t A '•. W Q ST TF F !(/� A. L'TINN MILIIEA. P.E. FL P.E.0 58705 TABLE 3A MulOpn Conleft Table ballll N g 32 R0.0 1IOA 1 11.1 Oii )AB OIA 500 ItA ]B.1 10.i IBA 331 BW IN 710 6R !S III IM 901 351 m0 m] mop") 3 110.} If].0 no no !JA 'A.S 111 ]IA :ea R0 IlA 111 IAIF y d Imt 1139 1. BW T.0 6M mi B10 1% 1b ]31 3N on 13N 'S@SN MN IIN mN on. MF OpanInB VJlBth(Ioe NIBCBOT-sparAM nAlK 1)N Opening HogMOtllvtlmNel}/-spe1n10 T PealU �B Ii00 NI IRO 1210 IRO BR ImD To HT., lat IISA TH NA M] Too Me at M1 MB MB i1.3 NB MO !N MS b] TSB 610 H.0 ]}] M.i IM NB SN ]21 W m.} 91 m.B IIl II.B 2W RS m) g 58 ti0o I10.0 1. IIb BIA }6A MA IS.B ]i.T NA 21.0 10➢ e id N 1!0 ]M lm S11 NI 1)B W2 m] NI 0W III 13)B BJD E0.1 SOA NA JI.B N➢ N! T1A f1.B 110N � 1]01 10]] W] 1J3 � m1 SIO 1M NS ]2i TJM B' e fl 3 10.0 63t IRO 9V IR.O ]fd IND )Po B1.B !)1 i10 ml M.1 NI 1WF 101sn Reclenlyd,Wg00 sg p a@ im 111.3 IJ01 M.1 1119 ]31 IBII BOS B01 11.1 ]JS Ion01NC R g}M ffl us 1i0A NI 1)00 B!0 1100 T59 N0A ]03 R.t 0 QO .0 0.0 1,1 IA A fA BA 011 11A N.1 ]pN w. BA TOB 1O 1. T15 OM M) e10 IM NS ]]I 7N fiWnIW. IRO 1. IRO RSO 131.E ImA 1121 e.1.0 R.fi p1.0 0.1 MI IL' 6N 5}1 .11 B3! S10 fiII N] M] Ml ]N mT neelU'PIU 9V IN.O I}AO "I III.] IIId 101A BA] KO 6).p MA M.I R1 yN ]N S10 BW W} lY MB WI AID 1M 1]5 'Yi IIt Teplftlelq. lae4.i Im.O Ima IRO 1R.0 Iml 111.5 Bsl ID.0 BI.T as MA 3B➢ NB SH all on BI SI 1 ]}S 2M 14 NYn best" 110D 1mD twellowilml 1]B2 ".0 MA I].B mA 11.8 i01n v SN BR Po) 6M 10 ... Jll ]Al TO tiOA ROA 18,11 lisp we BSO NA G.1 IBD ]tA m0 KC BW w )]0 SK My ml NO MS 0M 2m M0 WGUQIeI lm2m{4 @ t10D 1R0 me INA MS M2 M.2 51.0 N.1 As m.l 21.3 WN 3 iD 11]J Iml on N! 4M An 310 NB IM YI ]Bi TnPTtleeO. 3fl N00 Ii0.0 1R0 1as 1051 Vel T.1 3T.8 450 al' R0.] rit !1B ml m m BW 5 10 118 ]IO m0 2m 3N ftMmBWU 2 Rn0 1lI.B IRS t07 78.4 11.1 MO ISI >!.e 9.I 1]2 12.1 PoN I1tB 11]B TOY BW TM m B01 !10 IM IA ]R 70/ BI.B 6l1 #I fN ls0 621 D.1 BW ®.I 111 111 ]SO ]20 10.] ]N iBB N1 M0 313 31.1 m.l Sl0 1M Im NA M.1 S31 ]N Ne MO IMF 211 III 241 bC R3 21} me 201 171 227 10.0 10] ILI 'ID 160 10 HIF 3TJ 215 2L) 104 ties 34 1 1&1 1 101 1 IsB I ]I! ts0 im ImN 1)d 1M 1]➢ IM TABLE 313 IlWmly 1.h Ortme pk.Mlype: YIPEkoOnm AncNpr Cup Poxpmfi Eib. tleurcelNl 1' 'bIR Ent),".l IN 1. INI' 2 AwIrnN1.1Y Mn 0.G IeleMeOaMeUCup O'q.1] ]NM ]Nb I AmMm®1.IY MIn.O.G.ISYIMYOImOIellGglF]31 IW Pa INb IA T19 AIyq CJ'p/Oq. ]I 1Mb mB se, 2Arcllpe ®OAYMN.0.CIVGIq.FN.11YA•m:0'q.13 WA WA MR PW FdlpOp 9k 1100a W An 1' 2-IR LYI' ISV' IWb NJb WA WA MOb 15EOb WA WA II5b WA WAt0A---A111 _._... _..__.... pal 31 i]lGm. ylEm v }VO' Y INIb WA l0NR1 WA 9IICe Txbq YIPFFOMaGm 1' bIR 1.111 14IP YOb 2m on WA Y1b on. M9b WA WA1b 133IM2.ensol- nrm NdeetYu IMEkWeem 1' 2-IR LIIP 1-111' ]Nb ]WA WA WA WA )Wb WA it 1/CS9F pv T }1l1' WA >WA iNIN YIPEko MCI 11/P LIIP M11M NN BBOIM FxMtl.N ANIehM Y P BNA WA 18N IM F)NtcE pertv F313em 010' 1-]IP ]11b MIWe MIb IGN O.N IS? N]I. MSIb M!b e on linseed SUINIGS) 'efE--. lm 11m ._.. VOTE: FORTHE OFFSET CLIP, USE THE SAME ANCHOR PAI Ib11N.. nnNllln vnwcoe ak...,)CIRCLEDVALUESAREUSEOIN I REbVNY'=t Omccl- FIGUREI: FIGURE2: • • FIGURES: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE& TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI m1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 080. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH MSG OF 0.65. ALUMINUM SHALL BE B06ST5AND SEA MINIMUM OF.12F THICK. STEEL STUDS TO BEA MNIMUM GRADE 37AND.045- THICK (18 GAUGEf. STRUCTURALSTEELTO BEAT LEAST.I2S THICK AND A38. ALLANCHORS INTO METALSHAIL EXTEND ATLFAST3 SCREW THREADS BEYOND THE MATERIAL #10 S 012 ANCHORS INTO WOOD MAYBE STEEL. iM &S.OR410 S.S. =ANCHORCAP- THE ty !ON Wln i0N w4 OON iW In ImH 1104 1 i2.78i PeLWWr nepFnM Rslr44ar Tep'Tae P wOMI uvmN . W �u Tn nWW P�JMINTdd�Px�Mgler Tn�rV. RxLr.��PcW�lJqWYFN gLaMgO I�4 Aft100w4�'�'BMll . S � S SI I I da 3a !t 7d 11 It WH 12A 15! N.1 >m W.k 1mk w.l am ma m m.1 xw tea f11N as RBl ma m a.1 m ms Imm as zm as mo 1nR m lee TARI PAR MQ9331m9mmm®®E31mlamm w mmmommmimmmmmmm ■ nc 11, _ I .wu FM aAJ PTVNw SyyIIMe: 2.1kC rl. 16[I'4x Ivood LICEe IR'6B10Ed Eke RO6 Y1CFowm garc4MocTye Ul ME Awly lft S.,35l SM�m]SW IG51 Anc4orClIpPBBWF &I ]-ur 11' PI? 1' bl? T NIY S.5 o Mpei. 1• EOT ' t-I1' 4W. t.YC ENml 2.1N al.rs•uN. 0.a 1SaMSEVCM1Mab6b. 11 ]Wd ]wd Iw Yp Swd I21d nod Rwd ]Nn TIOd lnlm w11W WA aelee WA lltd wllb aala 41 I AISIim W1JT Mh o.a ISIeMr01r 06e11Cp ffb. RM Iwd 1wb WA WA WA WA YOd WA WA lwd WA NIIN wRd IWid wRd IAnbIW y"O.C./RIWIAMY ad l64. ]i lwd iwd wSd 13931b iBWd 310d 5wd WA ]Amhn W015'Mn O.a/Cgb.1N ROd f011 »2d IIJd 1wb ]]Id 1Fq'46b.11 IWd fYld ]]!d 15d Bad 1Nd 113d IRb WA WA ]Ilb N]d . ]ArcMW1.ITMh O.L/Fq 640t NOd ]SOd WA WA WA WA 1wd WA WA WA FIGURE I: RGURE2: FIGURES: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURER: MIO • • AS THESTANDARD 0.IP. bCIRCLED VALUESAREUSEDINTHE F](MIPLEON SHEET 24. TABLE NOTES: i) 9EE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR WFOHMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE HOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK MIT (CMU) SHALL CONFORM TO ASTM D.W. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE GAM15AND BEA MINIMUM OF.12S• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND AM ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 S#12 ANCHORS INTO WOOD MAY BE STEEL. 1883.8. OR410 SS. 'ANCHOR IALANCHOR OPTIONS FROM THE CAPACITYTABLE No. ��V�� ICS; .FLOFl1p?.\Cj A. LYNN MILLER. P FL P.E# 58705 TABLE 5A Mullbn Cl ]o T1EN IhNIr (NrIN, LnongR Imd 1m0 77U 10.5 111A no W.1 N.] N.e WS WA w.l 10.0 1 17.5 la0 m 1WN $ � Y lua Nli 111 1401 11W fli OW BW rii ON 514 4W WI ]N 2W e31<epel]ilO WOiq i v0.0 ITaO na0 1m0 1n1 Ima IWI me 0l.1 56..0 ]1.3 W.] 30.0 1.1i Il0 g' 8 au BOO rW ON B30 WO )ST NI 5m 551 I21 ]n 2m RN mlmam) RLnem q5 �fl +mo twa NV 1a.e o2a r0A On3 WA NS 42.1 mA m1 1a0 Ile 11e Imb $ pgg Y8 1n3 13w uW N0 11W INO BW OW TSI ON 511 IW 357 JN 7m J-13.125"It ne IIWU nn NH W.e35N NB min 5 a3h 5 NO, min mH 8 1IN Nh NO, iNH 111N 1mN OpopInOVRSN pavN1IVNY3peMrB mWOW)or0 enil'tt.0h1 4tlmlm0. lao,c g @�$ s' Yg Imn u1 Imo m tra0 ra ITIA eN 1W6 OIT Me eb JIM iN W.0 NB m.1 !18 NA Me N.5 W] ]10 311 r2T ]W I We I 2m la] NO TIOWN gS @ nn0 Rao Im0 1m0 INA ttnJ NA T3] WA 81.1 ]SA m.B fa0 HIT 11A 2d ssl OW rsa WI oW m0 ]IO W] a00 Hit 112 ]a5 >N ve ]10 InMOW tra0 IWI 121.5 1me ]OS m.a NA 110 N.0 Wl me IBA 1]B 115 n0 140N Im! Jon NOT IWI 11W ta0 W5 W] TV ON 611 15] WT 3]8 m0 rI<*dT0 R +TDB Im.O 7m w0A 10.5 t1eA 0" 010 Me 51.3 90.1 m3 t5a its>n 11A 5t1 000 TW W1 OW ele ]N me 6N We Ic0 NB m} 2W W.W. IaM^0 g�gg 15 1NA 1IDa IWa 014 1n! WD all I0.1 e1.1 31A 30A tU 11D 11d 5] 100h pig' �8 IM tm t105 101 11W 1^mpmug d0°�0 17" d01 IIOd WI 1T00 WO wn0 TW w0.o get IIIB OW RONmpOm IneSN g ITT. Imo 1mA 170A lmo wao 1W5 13BA IWS 101.0 W0 N3 at W1 V..i mN §pgg em Till170.0 rn I mT ON WO oW BW n1 WI all 151 ]w SW 310 Bme5luq L0-&0 5}gggg Imo wao w0.0 170A tm.0 Ili 1X] 114.1 1W1 11.2 5a] WA Wd m] gigy, Ns WI aW aN NI N5 TSB BN Wo am ASe 101 3m ]OS ]m Pxlmplm lam0 g5g5 Imo 1ra0 Imd 170.0 D0.01m IMA lux Iwd.� 01.0 N3 SLI 153 31.] >92 m.t Win $'y�$ >N 550 m YB NO m tt1 WI SII N2 WT >b m0 TIgi Latlm 5 Imo 1T" IRA tr0.0 Too IToe 151.3 1110 0i.0 OOA SIB 47.0 )3.i 30.1 21l C pig & ne ON W1 W1 TN eW ON OB] e18 W) III ]m 311 ON S59 n%IaWn LNNq j� gg 5@ noo t]a0 wtd va0 IWS t31.0 110.1 Ne m.0 T3] IT.O W1 tT3 mA GOm0 ]Oln y pig 8d ee3 0M 1010 NN 11m +NO 0W WJ ]21 1N UI NE Sw J10 T<PIrIIrV. We000 agr a8 no.0 1tn0 TOO Bnc wao 1W.5 1311 101.1 15.1 )IA Me Ino m.1 m.1 20B $g�$ 8 !W WO W1 TN we WO 1W a0 1W en 110 On Sri 7m 2W NolenPlal Lotlno 5� gp i@ IraO Im.O wao Im.O IN.? HO.e Jul W] W.3 at 11.1 Wo 2na 121A fIa mH pig' & Rm 11W NW Wry Jim Iwo N5 W] TVtfl3 WI all Iu W1 >b ]nMMnO. IAAae9 +mo 1I0.0 Imo 17U le].0 tN.1 12t.4 01.] l0A NA WI 253 1 mt 1a1 g�g d em WI m OW om eW w5 050 SN m IW 351 SW m2 2W PSIWOf Ia1ArA gg g Imo 1m0 wao leal 1ma Iwo 03B IIA W.1 WI We W.1 21.1 103 131 WIe $gig @8 me 12W 1Na +WI 11W INa oW W1 1N WI 514 IW 35r 1 SN 310 INO 059 mT ttl 001 611 1W W] JW mIOA t1eA NT W.T W.1 We mA m.O 15A I3A e10 TN 0m m ON N] W5 2W iW 31R TABLE 513 AnchOrCe 3NCVC. d TINI I0X Nag 6Um0aN[ ]]tfMWe MmCV Wv W'a9@c mC FIM VIM PiWVC NO618J NR61a1 N261rt1 A']pmi'LA =16 FJfo NFsm VI'EI[oU4sm mC N[0 ulou. 916•FYOWMm VI'FYOUbMm Aopmam oin vVam p®rtAym a[..1Aw e[Ia WB 9[. AIIch.rCIIPPNbm3 1At 1' YVt Y1R f 2-vt 1• 2-vi t StIS t ae• a6f O.Wf FdW Do.. 1' 1Nf Y 4V1' 1A! 1-0/1• YW' I-0R' IAM t 1ST' 19T 'aXe DehMlml n 191• 1S'! NOb 1&1' NOM WOW 11N W] Rmq RW Fe m1M TIOIN wI h] fdlM N6N M1M In]e VLSO 2N.Of 34mn O.C./SO----ONC 22"' 9mN NIA ]INN NIP WA WA WA WA LWW fiWp 11W 06 IprtMl®1.13•Mh 2G/eIfW111va3e11C O10 ]I Nr B1 TW IM to, WA NIA TW6n TNM 001Yn tONYe WRUe 6W Ba 11'A re pARWn 07NRC.C./W9e AWI0aN/WO IJ M. NO. W100 15WM 1W60f NOM WONNIA XIA WA WA NN WA tllmm OAKmnmaN'MYI.00./v<Ip, Wo.1Re'NUR 4R WA WA NIA WA WA N/A WA NIA WA Ira Yn ImM m1Fn 'AbN 1MIVIFCI¢pION 1WM INb 'IDW Bmra 1]!0e 1tl Oe 111M wO ne iW d] OWN N1N In OA rdlN RN[IweOi TtS Nn C.C/F 063 No. Rm]3 HU WA WA IUA 1WN NIA WA NU WA WA LA TO OBTAIN THE'ANCHOR Rm'COFUESFONDING TORN RE REQUIREMENT FOR THE IT IS LOWER THAN THE MULLION THE TABLE) OF THE SELECTED YIELDA MINIMUM ANCHOR I MAY BE USED TO QUALIFY HOROPTIONS FROM THE NOTE: FOR THE OFRET u.lP, use me swxcl]rv..non rn.......,.. .....•• ••----•- FIGURE I: FIGURE 2 TABLENOTES: • • • • 1)SEESHEETI FOR INSTRUCTIONS ON USING THETABLESANDSHEET35FORINFORMATIONONLOADINa • SEE SHEETS 2-0FOR GENERAL INSTALLATION METHODS. 1)UNENt INTERPOLATION BETWEEN MULL UMISTHSANDIOROPENINGWIDTHS ISALLOWABLE. 1'1.000'•4 � 3.1RS 8w10b8C00e oNg i�ieliv10a1e I G-6 21i B] AE Does. PloBai 1]11111111/I �7-0 , •N"41/(( •.�: • ��� FIGURE 3: MULLION CUPS SHOWN DIMMSALE.FORSTRITIONS SHOWN ON SHEETS 21-23. FIELDXIMATENGDIMENSIONAL RESTRICTION93HOWNON SHEETS 21-Z& Q[NSE ;'T • • • • 11 HOLES TO HOLEST SBE HOW SUGGESTED. FIGURES SHOW SUGGESTED, APPROXIMATE FpLELOCATIONS. - ��.; Nn 507D5 i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TO ASTM 690. WOOD$HAUL BE PRESSURE -TREATED 'm0• I [Y.- -O •''� Lb 4r 'gyp' $IATE ( FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BENXS TS AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.D45'THICK(10GAUGEL STRUCTURAL STEELTO BEAT 1'% 3.1R5'NB'MULLION (1'VF MUILIDN) :•>V� ,.'+, ;ALOR30?-- • • NCH ANC�RSINTO WOOD STLLEXTEND. OR 410 B.S. WTHREADS BEYOND THE MATERW..010 aB1Y ANCHORS INTO WOOD MAY BE STEEL, IBBS.S.OR410 S.S. THEM MATERIAL . �A` A. CYANP.E. E , , 58705 FL PE.# .B 687 1 ada.126 m9M19 39e•m luwie aMNNm° $11 1 11,h11'lita111 p ne 1]SO w Im m Im w mlA m ox0 0Y mm 110.e re2 +xit fm A6i 16v 1m.e 95I ®.F! 6 i MA MA w 610 9 mH Imo rN tNA ail eao rN Ne eN iG] n4 eaA me pON eeA sU n.e N] eao eu ma qs aaa w eve Ke mm SIA ]m N.0 4N O.e OI 49.7 41, 40.9 4m 02 412 ImN 40] m u.t N+ S.s m NA m no m ma no tt19, si.t an na m M9 ]n mA Ne See MT ne 313 IIDN A] ]m xDA 9x0 NA YB 95.1 N+ a1.0 im 211 M INN tiP 31] nl IY1 TABLE 80 / sw.w. zn mw,ne /yelpTy[a ytTEbo NOmen 11.'FMNVsm Andl•rCPP P•tlem• _. _...__.. .. ,... .. ..m gum xie sID v.3 m NP sal m+ sn 2v4 sn me Nr x2P me fee my 1121 Nx I IM31 Wo 1 1731 2n YIC EYAIINxm I 1l4Fbe101nim �i12�l3 flI ZLIYfll2 �I� te.o i Do i NA i n7 ( 1zt am s04 2N NI IVMIVaw: .ANCHORCAP... TEE' -ANCHOR OFTHESELECTED MUMANCHOR O TOO l1ALWY BFROM THE ^ tNWIW2]e'Nh OFlFlL9ffC eI }UW ]50 Pe 9lp mt Wf Mp WA MU WA 313" rvn .0 iw rv. ...... ...... .. ... ._ 4N•1mWLm•Ru. o.ucaapffb 9i 3mp amp wA wA wA wA Norm wA WA WA WA wA ee2p 655Im nmp --) t.000' r— n�laplmm Wjjl bZ19.0 r 107E: FORTHEOFFSET CLIP, USE THEBAMEANCHOR PATTERN AND PNI310R VALUFBASTHE STANDARD 0.W. Bapintmn Dary q(- TABLENOTES: mi MivM FIGUREI: FIGURE2 FIGURES: FIGURE& FIGURE& FIGURE& 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES MID SNEET25 FOR INFORMATION ON LOADING. SEE 111• 1 lx? [lurmmull.-I SHETS 23 FOR GENERAL INSTALLATION METHODS. �0ENSF. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND,OROPSMGWIDTHS ISALLOWABLE. 4.000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-2A HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SNOW ^_ FIGURES: FIGURE 8: FIGURE?: SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1, 5, IG !VT^ • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECO JMMON& HOLLOW AND GROUT-FRLED `� STATE r • • • • •�� CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM 090. WOOD SNALLBE PRESSURE -TREATED YELLOW d2S �nqC. 4'OR1OP. SSOUTHERN TUDS TO EA MINIMUM GRADE 33 ANDMSG OF 0.55. .OW THICNK(INUM 16 GAUGBE E. MUCTUMSSIEELTO BEAT LFIST.S25'TMCK 'EEEIL L1 �S,4�ONl�I-�\�,, Osl 11,3 ANGLE CUP (FIGURES MG) MUST BE USED IN PAIRS. AND A33. ALLANCHORS INTO METALSHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 a t'%4'%.125' A. LYNN MILLER, P.E. 012 ANCHORS INTO WOOD MAY E STEEL, I" S.S. OR 410 SB. MULUOi1 FL P.E.q 58705 7A ,X4aa7e RyyeeupTwy {[{a Mn9iW LnemnB Le.anB AR �MYlibn• gg�'1111111111111 O� � O� � O la �qH1011TH O �� � � in. m+ Im.O IPA +m.0 e21 m3m WA SW W.9 111 Y1 AA 533 W.5 nSm Iae In u. 1NN m1 AO mT T!0 NI MI Ka M] nX ilx nA am e]e 510 eLl 6Be 5]A eil N.1 !W mo es ue 193 II] av SnB Im Sao Im ua SM R1A ]m ml aM laB xlx m] Ut 'dT ra a9.e tll ISa rlx G.+ SY1 ue rN W9 140 !1] W.1 eW N.1 SM N.0 M0 37.3 400 31.3 US MA Im 6W 1a0 Im 360 MS M.O IN ]10 !M mui ... m• !M 31.1 Im Ns 3X7 1m mA ms RBa N. m] Ns me 109 m as xla IM SN laa mT 11.3 a,i vA m] rlx cL6 NO 31A il] MA SIX 27d rN ii.s ON US, 'N.3 NI al] Sm mA In lae ON xai lye 659 n.1 Ni ma 993 RI] Ne +a0 eW TL4 Ni a3 RL1 SM 11031 NS 1 mi 1 Ui M I- 'I TABLE 7B pnchOrGe ecl Taeb 9Wmla 21Y CaKN1• 93Ydla. UYtvdu Yf 89Em 3119'E4n EYMdu W'69 fl[o PTMW 1109W NiSIeA IrEIY /IR911 AKMTypa, L14 Ekn NVrm IN',N,M,m UMEb 3'IP EknNOsm 1l1•Eko Ubxm Am90o, unM., AIONm l sawlos) scavlfisl five.l051 Anch•rCVp P•tlam• UMM R.VC 1' 21? T }IIP T O.N' 031' 0. FASn WUKeIF! 1'f' 1-0N• L1N• 1-0ll' LYI' T 1.YP 'a143 EnimM1nm11111 1.111' 4M1' 4]N' INI• Y 1111b 117P 1-IN' TOm 2101 351b 140" S111m m11N WBb 911b 12 IIx l6 m RAni A 4.IV Min, O.C./SO- SI"' Ap TV. 1-I NO, m ISO Wf BW Im WA M. WA Bm IM WA W1m 14Sm tlmb ,A.SO,. RRP Mh0.Cl"ONS"ia..Q VB6V3} Tm! rmM NAm III01[O BSRm WA NAM VA _WA _WA _13SIM11MIM IN On e �AM19NGfVWn lffp1 409S. oftIIN. MIA MA Min, WA NA NOM 11121m �Rm lulmm O.G'MIUS Mb jfM HOW &Ob 1WilM 11894 YOM NOIM WA 7Wb ]NM mMIM INRm 13xib imOm 1AKIm®e'MIa O.G IP17•SAry4 PIM164.6i 11101b 1110m IOmm R1101M IMIb elOm MOM WA Il101m IIRIm IYmM WA WA WA WA NxOm I AKM ®016'AI.QG/VQV, YVo.IRYAMn.IRL Rp WA WA WA WA WA WA WA WA WA WA WA Nib N31M Mim RM[Mn®233'Mh 0.C/F0V OV BS MOM SSOM 3Ab IOSm Imm WA M. WA ]ISM WA NOM I AMIq'e®1.16'Mh 0.C/FdIp IFb. BY INb IWb WA WA WA ....-�_...., ...�neee�. new uce.ue ceuP euflYSR PATTERN ANDANCHOR VALUES AS THE ST FIGURE,: FIGURE 2c FIGURE 3: FIGURE4: FIGURE B: FIGURES:[T][Talm u I I - .1 FIGURES: FIGURE B: FIGURE7: ANGLE CLIP (FIGURES 598) MUST BE USED IN PAIRS. .ANCHOR CAP.,,, THE•ANCHOR PONOINGTOAN THE WA NSb WA WA WA WA WA Mxm Wb Itmb ANDARD aw. -.1 ,.B62• r -r 1A00• r TABLE NOTES: 1) SEE BHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR ENACT DIMENSIONS SEE 4.000'a2375, 4.000' SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.28. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUTTILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Ow. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE BOB}TSANDBEAMINWUM OF.128' THICK STEEL STUDS TO SEA MINIMUM GRADE MAND.04Sa STHICK(18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST.I2S THICK ANDA38.ALLANCHIXTB T INT0 METAL SHALL EMENDAT LEAST3 SCREW THREADS BEYOND THE MATERIAL 010 S 812 1'X/'X STs' I MULLIONANCMMU4TOWOODMAYBESTEEL,18b SS.OR4,OS.S. 'T'-MULNON Pp+uO w'j as _ n�ddw�an�Tw 16_0218.a By Mi•m'Dude poli \1111111 Nu 5U72O5 UI ` Q A L41JFlIMILLE'F�. P.E mm mN I 70h wr .... - RttNigAr neprtnup land l.r TDpmaw. Rafltz I,.,rreno- NNer nep'Nvna. Rxln94r TnpTmry. ft* n er 93r]BIen6 RNNmtlr ngYMuq. 1.26'a WanO 1®i,D IroiO IndnD IlnmM wIaefnO WBnD LDWnO Latdq W41D LUSK W a .Tag MullTuOa MUB am Irmo am Iroa a% rma r11 Ima are nDA am +ram 6m Irma W: IT" am !7 HIB n0.6 ml 17" IND Irmo 621 17U Mm nno aL um tm0 roe Rao u1 Imo eso lmo eW 1r0A DDx Irmo am Irma D% Imo ml Imo Ins Im.6 an +rao My Imo am Ia.O tv1 nno aw ma2sm noA ra tma an tm.0 em Imo ea ImA tam Irmo mI nno uw Irmo m troa Iva Imo ar Im.1 Ilea tm.D rm vD3 11m lmo r% am ImA M ImA 612 Ima ,Dm Im.D Wl Iroa 19e Irmo l61 17 0 m! Irmo m] +a31 Ine +mD en 1.. +Na 17 3m +x2.] nra Irmo m1 mN Im.a am tm.D ml Imo IaD ImA rn t%A Ina n3.a He 13aD nm Ier.a WD m.e 11se 1me DH In1 nm imA DH D2r nm tlae m5 ml6 110.0 Dm 1r0.0 745 Im.+ tml imA am 1]r3 Imt 1lSB am I m1 db ml 1041 110.3 ID?IH.O "N I21A Trr D2.0 m] 1nA mr am MInln 124] ml Iu.2 m0 IOr.] BW 1161 6W BI.D 6a 101.6 6r11 DIA mD r1.1 ml al.l Bm bl aWmN IW1 rl2 114.4 m0 al3 n2 Dr2 010 mx 1L a" Em m1 m9 m.0 M ]63 am a.l ]72 60.6 em 13AmlD 101.2 %4 Imo 6m N.1 me WO 0ae n3 6a1 r43 6n r0A 6% n] m! 01.6 bm Om0 0m 0m1 6m tl3 a06 m.>win no 515 m0 I6i NO 515 OrA IW 1r.1 5M r0.1 MI0 M.r 411 %D !Is In0 Im U.D 615 ]).4 19 2IB 015 331 412 mh a] I43 mA IW IS] Im Ir.1 JDr 3Q6 1% 11A %1] m.1 3% %] a6]il In3n1 >r4 2r0 In mA]m100Y St.1 %e ]0.D M] ]60 ]m RB ila n1 ]W 1eA ]t! '61 0m 313 m0 22T 3a Iml ]!a wo 10.D ]m 14D A: 11141 At 3]0 %.1 ]00 m.] ]% m1 ml 25A 3To m1 3DrIre i10101 to 1mN n.a 2➢D xv 29a ]]2 2D0 No XO ID.e 7W 2ae L'90 112 u] I6A 20D 141 ]ID InM ..A 201 1a.! Im TARI F RR straw. A WTYDe z]emrtma wire, US.. Anrn6rce Vf EV.... aM matws. YIC OtD V310tm xmD.neu vv ss EpD mEFYa YIB'fheViam Vf EIm UErdm �myr VyYm 7A3emu nfel Elm A®Im•9n mwma HDStm 0126ue1 6[aY 1G3)suv0]A MdIDfCIIP Palb1113 Evatuamp 1• 2A/S 1' 2A2 N@ 1' 2vr P SV4 t }iIC Y DN' D61' EmDeDnml n 111I' 1J'f 1yI' fiNf Y 1Y1' li/f 1-0II' 1A1f 41N' 1-1/f 2 IA8' atm t.YS SM[Im®IrY MNCC./61eMaD COa:NCp oti !mm 9nm 6'am KOm 1Wm T/Om Tmm 3mm ]IOlre u1m IGm 6m M. M. IAttDYf®1.14Yh 0.0 191m6N(rctl&IInM 6lo xr Inm rWb WA WA NN NU 3Nm NIA WA NIA Wp WA 02m mEm Bm DD Iprt1DnHJMR n.C.]Q/25]ugMC1031 p1D Dr ]m G3 ]mb ®m 1!®m 16mm a6m Enm WP ROIm ]Nm !%m 100rm WA WA Iprtmn®0.H'MNO.C/VC4, Nia.@B'NND 5tl 1I WP WA N/p WA NIA WA WA WP WA NIA Wp 91rm WA n3m m r21m I ArtMr Gld 6) NJ6m 10m 213m M6m an" 1%m ttlm tnm %Oln Imm WA Lt Ulm IQb 2Mmng1.IB'mn OCIF 2tlm ]mb xIA WA... -^NIA .'^N.A,^^^^m me WA Wp NIA WA NOTE FOR 111E U?Pbhl wn UDc me arx+c rurvr�n �..• • r..n........... •-•. ••----• •• FIGURE I: FIGURE 2: FIGURE 3: ANGLE CUP BEUSEDT IN PAIRS. FIGURES: FIGURES M FIGURES: • • USE TAME NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET VS FOR MFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 16 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR IDrACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPRCXRMTE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-RLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM COO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SS ALUMINUM SHALL BE BOOT, AND BE A MINIMUM OF.125• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33MO .OW THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LE4ST.I2S THICKANDA38. ALL ANCHORS INTO METAL SNALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 a N12 ANCHORS INTO WOW MAYBE STEEL. 184 SS. OR 410 SS .ANCHOR W.- I TO A. Nu. 03705 l6 NvwWW TnMAuq new. , ➢eret W Pee1wWW Tnn. PWtalu0 Po"notGe�npdaa TnrR P�amwbYa M� ¢ energies, µrtfp Iwegp twM§q laeMg 1<eSV vilo § § 1111 g ik l IPI I II III111 3l f it S@ 3, 4hill aA wim+iBm)m5�T5B�D.11 Ya Ivnl xn 111¢I m+le>• m T1e I3I Wr +s1 me Ixl 1a 14T me (Lae) +Y1 ) +1.1 TnglNW. I PwYghe taeNw twAb TABLE 9B pnebarCe ee iebM m euPB.M: vYmvei. Hump. IVIW GBII FAgeueB Frvnw Man 111•BBE. d16 EQ0 11Y88 Eka /1081M Y1T9he1 /1T91eM MIurYN: YIO'Mm Mxw IM'Eke Nllsm db'Eba Y1B'Eka YEgCM 11Y E1<o Ubssm AWaie0ev (pyrtm A♦glOeiv Bartw (ASI Bdn(C01 Bvea l0.+•1 Anchor Cllp PeINIAl U�,m T.1? SYB' Y 10.10' 0 T EtODYImn/OnY 1' T-UY 1' 1NY SILO' Y 1' I-0W "I1dIY fA/1' 1-111' 4U4' : 1Y0' IST' 'eM1e Emb9nenl N 1.., lAl' 1.Ya' 1.VP IM4. 210151 RtllgF ]SLIM r10b We la Wlb BIB Ib alb 11] YOb 2Mbn De1YMR0.4191mY,4w Mlel qq IF4 lY ]ab ][Ola 1W IN P]We Oe WA WA WA WA WA PTb 803M I1'NM 4A.01.15- 1A,..' 191vdM(waeerytlp(Fy. 2) em. TW be WA WA N/A WA MT Mine i40b Men An 1M]W Wb 003b 11311b e AN1m ®]•eM.O.GIGI'LSArygtlbllFV. U ill. Mine MOb 15Wb nolb MOb SWb WA WA WA NM WA B%]b ]MMn®LN'S¢rtO C./Utlb.Mb.tUf Nm,:IN.eF WAWA WA WA WA WA WA WA WA WA 4A N4 110. ?ll. RBOb IMM/FOp(iV. St 1N. 1Ob T20b Me. w- 13Sb 10. Nllw Y0. 10r. 2]2. WA alb NT. 691. 2MtvY LIV, 0.11 Wq F11. Bt 240Me .. WA WA WA WA 1W. WA WP WA WA FIGUREi: FIGURE2 FIGURES: ARG'UpUE MUS Fe 0 IFS-01 BE USED T N PAIRS. FIGURE M: FIGURES: FIGURE& • • • TABLE NOTES PwUgJer I TwITNq EnNq twm¢ 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL WSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IB ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED. APPROXPMTE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606346AND BEA MINIMUM OFAOWTHICK STEFLSTUOSTOOEAMINIMUMGRADE33AND .0A• THICK (10 GAUGE} STRUCTURAL STEEL TO BEAT LFAST.125' THICKMO A36.ALL ANCHORS INTO METALSHALL EMEND ATLEAST 3 SCREW THREADS BEYOND THEMATERIM. 910 S 912 ANCHORS INTO WOOD MAY BE STEEL. IBB SS.OR410 S.S. t]S'X127X.100' MUUUON gY .loo LYNN Mip�P ti: t No. 60T95 . F� M�a� :C;_ 471T51� i lil' A LYNN MILLER, F FL P.E.B 58105 TABLE 10B AncheihpeNN TUle(Im) 6WeIrN6 R.h Co2Me ]St CfM. XRAPdV fmECYV PIWmI Ylal bl@fl[a Yd'BB FY MI@EYO Vf 39Nm elOSlm M2316J N61� w7Mbl@ElcoNmm VP EXOVMMm UVxm bl@B[NUe[am VP FtoVMaw W. Vm[m Aanfl®N 8[nv (OS)6<rty lGA BOw p51 AnchoiCOp PNBFTe 2N2 D1R 1• DVP 1• R9IP P S nlY 6N 09P E�Rflirte PA) 1• 2-VS 1• 1tl1' Y 1.Vd• LVP 1d/<' LVf 1NP IdK 2 19T 131P vem Erti4eOnm1 n Wd• m 13'f 90m tbd' YYm bJm 1WIm m S51m id01m 91m fiElm WBm 911m Km Tim RArcron fOl]B NG OL.1519matlaODte1C ptl NIA No —IF ]Lm WA WA NIA WA WA mlm 965m IIZIb d ARMe®1.1s'MNO.CISIimN(v0a 2 dmm iWm NIA WA WA tt014 ?Am N]m loam m2m emm IIYIm IArthG®@MN.OL.Im'b6AryMCyf/ $ fl1m irom �If] 15®m IY61M NOm WO NA WA WA WA WA fWm 9ArtMfmQ51'MIM1OC.IV Yb.1Cn AW6 pU 1{ NG WA NIA WA WA N1 WA WA NU oltm nsm nom Yllm AOm IARm[I Ff$p1p o2 Imm Iplm A. aSm usm eam wm Inn mm No, loim WA Sllm 112m 60m 2M[mn tl@Nn OC]F N 2tm NIA NN NG N/A IYIm NG WA WA WA FIGURE I: FIGURE2 ill 11 . . FIGURE 3: ANGLE CLIP EIU EDST IN PAIRS. FIGURE4: FIGURE li: FIGURED: • • TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS MALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE ORLLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT.FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSUR&TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE THIC� STEEL STUDS �O .W5' THICK(8 SE GAUGE). STRUCTURAL STEEL TO BEATLLEAST 25'THICK ANDDA ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL MO 5 p12 ANCHORS INTO WOOD MAY BESTEEL, IBE S.S.OR 410 S.S. 1.2@X325'X.W MULLION NIO. SfT/OS P.E. TABLE IIB ygVp16 zn(bl[me AIXNTgv Y+4 etoulVam vb•EtoueRtm dNCm[. 51Y°lo Mxm x1IXV wu &+9Fmbrsm ve EkoumYm urss Fka alli FNo AOTA%v uermm NYMwu of 99°<o AWiWX@ Bm MW 10 0 flxs+64 soea(ml sa Yea IIxsIW s@t+WS Mc DrC0p PAMTO 1' 2-f? 1• R.1? 1fIS t• x-uS 1' 2.V T Sfl@ S OIB• aw O.YI' YNa[e n1 1.Lf 1.V6• f9d' Y 1.111' LLT Llld' LL, d' 1 1414 1.Ilf T fiM' l.w' 4Y0' aYf EmM1Cnml n l.Ld' 6b'YN 1100WNWAbb YUIN0OM4M 9 x]f®IDW bYbe 95WN1GA0p i1<WWOAlIYb 9)ilIdI4MbM 0SWI &W6AB4 —MIN <0d6x10b4 x M[IM®l)@bIh O.C.I5IYYSY 6'1 B6lWTB]ObSpf 9T1WW®Ybba WBn- 1ib1WYb Bc d ArtMbMadll OTUG MWbM 64516 11W Pe ul.tvY®N@NTUO/GSImIW091E 6(OAIryk C1yf/61p6145[ 5MWN IBBWWWAbb NIA 1]MN)lbPO dgnlM®O.G'YYIOC.IVLfJp.46 blWWaAAb llo6 Y[WtAb HN6MW 5 IWWAb 'tWaAb MWSAra BIINIAb 1]N5G9f ItlWAb RWW/AAOt SIWWBAAb +BNHTMMM SYWWAAb WOb N1 dd2b 2ML@WttlI FIGUREI: FIGURE 3: 1*7 0:1 FIGURE4: FIGURES: m FIGURE2 ANGLE CUP MUST BE USED IN PAIRS, FIGURES: Ll I TABLE NOTES 1) SEE SHEEr 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIDR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SH SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SO. WORD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN SG OF 0 M. ALUMINUM SHALL BE 0063T5 AND SE A MINIMUM OF.10T THICK. STEEL STUDS TO BEAMINIMUM GRADE 33AND A45'THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12Y MICKANDA38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 S 012 ANCHORS INTO WOOD MAY BESTEEL. IMSS. OR410 S.S. 1.25'X3.m-X924• MULLION is No. E0705 .YNNMILLER, P.E. FL P.E.O 58705 Bob, 2xBx26 r Alum.TYEB MulAOn ph 1NA IaB 131.5 tOm 122.9 1229 me Iwo ION la0 Ilia tml m 1aB Bsu IpN 10.6 %r tole W1 ma at no W 71.0 911 na NB Bit RI BBA Illh NA Big al Ba NA 919 BIA 119 K1 BIB no p8 60 fa 62B a 1p m )IG BLB im BA! lm 6!0 ffi 510 Bn N3 )08 IBA INh ] 6p Na •SI n.1 Bm 1i.0 Bp ]13 YB ]1B NI a] Bp :N 1411 11-1@ ION 0)1 )ol N5 e1A e)b no a3 IZm Bit o1B w W W"AW oil 210 >m 618 W !N 51.9 MB VA 1018 •IB nA Bm e11 61A exl ail ]tb IN tat B11 Oro )p W n2 w-0 Na ]IB 1Ba M M m MI 61) 37 34A IBa 1a8 BSO o11 me BM NB IN 1782- ww"., I)3 -- - WmOYe 2h Cd[me MehOr C9p Pelbme MWTn str Dlo UYam( FYm OlNarte OnJ 1' LVS Dp1tlpW p IS'I' 1.YP RAMI4!®a16'wn Y.c.I fldMmdGRel dplFIP 16$ aLm amb IArtImBpRm•uln oGlslbvWtl(d0R04CW 610. at 16501 Rnb GARIbt®1.i1'Yh QG/SIeWNAYmmUCp(fip lj ffiEf om AMIdf wSN110.41 a]AlpbGml810 ]pm 1 6ARmf p9'MIROCI(q L6ArybCP/616 11Nm 11Am ]ARMf®I.M'Rn GG/uLy. hla.lRS Nnt 1{ WA WA GArm.101'YYGGIUG0.h1e.IR4N0(fl]0S WA WA RMSIM ORFBpn G.C/FL1bQ10 oil ]i0m !Am 9MM®t11•Yh OC/Fd0 .IOt Wm 6'Cm MCMrcB vemauMm 1• LYS IYP INP NOm Rolm M. llpm Ipm INS. BDm 1e0m 10Mm 2111b Na WA WA HG a15m tNb !Ab oi9m enty IN Ws. yIPNm um.Yls'F1[oulrsm -SINE S 16Nm 11Nm NIA RgaM 2GNm IW WA )IRm NN uon IaF 1• 24S 1-1' 4Vf Ilohf ffim wA Wlm WA )fdm Om GRb G GNb NM WA NN WA WA Rpb WA,^. 69^m1O Yma Oru of Btouorxm 1• R-YS 11I4' bVf 'bl Wf ie01m XIA Rem WA 'Imlb WA RAIp WA tlNm WA WA Np WA NU &Olte WA 9mlm wSS a. AgVW= S L,IV 9ilm NIA NIA iNm fiam XIA NLA NIA NN b19Fhe URUM !IR' LIW Wlb !pm WA Bmm 1]mm WA WA IN]e WA Fmtl WU vrnwm AIBnGtld S S BWA WA WA mm 2BVm WA WA WA PFWmI BID . Bdb(G5)6]m o.N' tYa' ]I1m mxm W.: 63Rm r0alp WA •I23w IGS) M1L' 1.Y0' IQm BB4m 19am Bmm Y9tl YR BIM Sdal (s5) 09f '/alel Ydm 11Rom 1dOm 11Am 1EBlm On 19am WA WA Sltm WA IIRb RI m 1�m WA Gltm G51m MOb ITIS NOTE: FOR WE UFFStl wv, unt lnc awnc nn..n�n rn,•.............._...... ..___.-.____-_. `�GIR0.>-AI VPLVEJ Note uacum me c,w.r..,_.......--. _�. FIGURE I: IIGURE2: • ,KIURE3: • IIGUREB: • TABLENOTES: �� • • 11 SEE I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 3FOR INFORMATION ON LOADING. SEE SHEETS 24FOR GENERAL INSTALLATION METHODS. FIGURES: • FIGURE a. • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE • • • • SONS, SEE 21-23. HOLES TO BE IN AND MULLION CLUBS MOWN ME NOT TO SCALE. FOR HEETS -3NFIGURES HOE • • • I• 21CT SHOW SUGGESTED, APPROXIMATE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS & WN ON SMULLION • • `HEE FIGURE T: FIGURES: FIGURES. FIGURE 10: ANGLE CLIP A)SUBSTRATES: CONCRETE SHALLCONFORM TO ACI Wl SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT WOOD SHALL BE PRESSURETREATED YELLOW SOWMUMGRHERN NEWITHANSWTHiCG OF i • : (FIGURES W) MUST BEUSED (CMU) SWILL CONFORM TO ASTM C90. ALUMINUM SHALL BE WSIFT5 AND BEA MINIMUM OFAWTHICK STEEL STUDS TO SEA MWOAUM GRAOE33AN0.045'TMCK(1B GAUGE). STRUCTURAL STEEL TO BE AT LFAST.125 THICKAND A30. ALL ANCHORS IWO METALSRALL EXTEND AT LEAST 3 SCREW IN PAIRS. THREADS BEYOND THE MATERIAL. DID &412 ANCHORS INTO WOOD MAY BE STEEL 1BS S.S.OR 410 B.S. =ANCHORCAP.e THE'ANCHOR PONDINGTOAN SXA'X.2SMULUON A IJo.:iW05 _ NI 13A NN 2x1Qx m'Tub 5 A Mp01o0 gFl q IN 9V.0 WIM11MO .....ION 1]0.0 ce tA.O10N 1T0.0 NB0 1100 11A 1m.e Ii00 IR.O IAB 1]0A 1013 D0.0 1]13 IRO 1125 I10.0 1NO)0.0 'No 11P0 1'LA IMA tIW I10.0 IL2 110A NI•I10.0 1111 limo 131] 1MO 1116 7'. I511 H0.O 12N 170.0 INM 17Q0 19N 70.0 Rtt Ii0.0 1114 1RA m 11P0 IIIS IR.O NM limoI/N IRA mn IR.O 1N1 tia.t =1 OmO 110 INA = 9m0 11M IMA 1BN IRO ISII IRO ]A] 1IRO 1Ni 110d 1A1 -5 1N0 imli AM 1IRO 1IN ti0.0 ZZW 110.0 IOII t]OA A31 1R0 111B ISI.B AII ISx2 IIIS tY.O 7dn IAN 1i0.0 11i1 1R0 13N IR.O 31A .-.I1NB 15a1 ]1M ISBB 10N 1M.1 IIS2 11L1 IBN IR1 IIM 1II2 tOM IN.1 IIS] fun t14.1 1601 IAO IIN 101] IS31 tN.l 1113 BP! 1391 B1.5 IW! ]02 1581 Bm] 1]R 00.9 1N1 RS 1]]J RA 15M 14011 %Imply T toem10 f2MIa6 ]IN 1R.0 210 INO ]IN R00 A]B 13i.1 ]IW 1NA x(10 tAA ]IW im.1 NN 2181 140A IIM 10.9 2M1 NYO YAI OLi VOI II&0 21M All 12m NN 0A AII 11P1 21A AS4 203] INA in A52 BBA isR Tit ]Ax NB IBM 57A xtu $L{ IIN 1M4 5P0 tN0 4Li IIM 402 13N 30.1 13M NA 11N TABLE 13B Anchor Ce ad ]Samlc. Ta51e be Pi VMN I ww $melPb. 2D Ctmrtle ISNouOIU 1/r 53 Fla 511C EIm fm5ptll W'68 Elect /IO abtl /128W /1181N ArcMtYw YICEke UWmm vl•EYO Wmm MWEM vN•Ebo UX.. WOk.Uleatm 'WA, LPmem Ap}FCVm ae1n N51 sam1051 aua•IOut AOabor COppamme u5mm YfR' 1' x4q' r Y11S r o.le• OA1• 0. Elb Ntluminl'. P 34? 1• x.1? 1uS 1• 1-111• 1.111` blll' IA0' Y tYC 1.1$• gAel Emta0nm11 13'1' LYI'. 1.L1' IS'1' P 1.111' 411C xMNm®I ie'MM.O.OIBWWe mCIbHQIplFq.lJSk 9pJb rAm]Wm HIM ]Bm NNm 1T1xIN IB%m NxmI1RIW 11NM WJmDNIM 01omEWm JA2W WA MOM WA NOMWA INSIb INM WA 11Jm WA NOIM WA 1BWm 11Nb rBtb 11mm BNIN 2NOb 11AMaArclm®r eAmMn®1.11'Mn 0.GIBwnL01m0leUNp Pq 4k AArcAm.OYMInq.Glp)TSAryY G'p]/F45k 1Nm NOm ISN Im AM. MOmNAb WA 1iNM ]INM IM]b 17✓Ob IIIOb Wn O.O/R135NCYOp/pq. e] 1[NIW 1ENIM d21-- --]IWM NO- ]IN" MNb WA taWm IIAm WA 1]Ab WA WA 15RIb 15NM tlNb WA WA WA WA WA WA ANb WA XMIM WA IWb MWA IxAmI1.5'We.O.GI(J139ArybfYtl/ p.Ti WA WA WA 10A 0.0./UClip. No.1]SMm.lh.Pp WA WA WA WAlaO•lBNM Ia1Bm Y10MSm I1Nm WA nmc rvn Ine Wrrxl ...,r, w= FORMULATO WA WA WA WA WA WA WA WA WA WA WA WA xNlb f-2000'� M xNlb 3Ym ]IOM J]IM BMM NSb Mlm M2m fMb WA 410m WA SMm WA WA WA Nib NSm IIRM .SSP � TABLENOTES: IUREI: mum 2 FIGURES: FEURE4: FIGURE O: FIGURE O: FIGURE M. FIGURE It: I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON FM T1111I1 1111I1T_111IIII LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ATION BETWEEN MULL GTHS ANDIOR OPENING WIDTHS IS J�F-=J • • • • '�' • • 2WASLE 123. HOLESTOBCORI EO NTNECUPS EFELOFOLLOWNGDNENSIOOT TO SCoNLE. FOR NA&RESMIxACT ECTION SHOW ON SHEETSEE IURE 6: FIGURE 6: FIGURE I. SHEETS 21.23. FIGURES SHOW SUGGESTED. APPRO)OMATE HOLE LOCATIONS. He ❑ ❑ ANGLE • • • • • • • • CLN 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES OONCRETEBLOCK UNIT(CMU) SHALL CONFORM TO ASTM COO, WOOD SNAIL BE PRESSURE -TREATED • • • • 8-T) YELLOW SOUTHERN PINEWITH AN SG OF 0.65. ALUMINUM SHALL BE $OB3 T5ANDBEAMNIMUM OF.lW NUSTIE THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AN0.04M THICK(18 GAUCq STRUCTURALSTEEL TO • • • • • WED BE AT LEAST., W THICK AND ASS. ALL ANCHORS INTO METAL SHALL EKiEND AT LEAST 3 SCREW TKB•Y23' THREADS BEYOND THE MATERIAL.010&#12 ANCHORS INTO WOOD MAY BE STEEL. IBS SS. OR 410 S.S. MULLION FR UUCTREVISED fviN wim Ob FI0113 UWi ¢: tG is i pin, 5R'105 ' a,BT� 16 A. LYNNMILLER. P.E. FL P.E.# 58705 IUREI: mum 2 FIGURES: FEURE4: FIGURE O: FIGURE O: FIGURE M. FIGURE It: I) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON FM T1111I1 1111I1T_111IIII LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ATION BETWEEN MULL GTHS ANDIOR OPENING WIDTHS IS J�F-=J • • • • '�' • • 2WASLE 123. HOLESTOBCORI EO NTNECUPS EFELOFOLLOWNGDNENSIOOT TO SCoNLE. FOR NA&RESMIxACT ECTION SHOW ON SHEETSEE IURE 6: FIGURE 6: FIGURE I. SHEETS 21.23. FIGURES SHOW SUGGESTED. APPRO)OMATE HOLE LOCATIONS. He ❑ ❑ ANGLE • • • • • • • • CLN 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES OONCRETEBLOCK UNIT(CMU) SHALL CONFORM TO ASTM COO, WOOD SNAIL BE PRESSURE -TREATED • • • • 8-T) YELLOW SOUTHERN PINEWITH AN SG OF 0.65. ALUMINUM SHALL BE $OB3 T5ANDBEAMNIMUM OF.lW NUSTIE THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AN0.04M THICK(18 GAUCq STRUCTURALSTEEL TO • • • • • WED BE AT LEAST., W THICK AND ASS. ALL ANCHORS INTO METAL SHALL EKiEND AT LEAST 3 SCREW TKB•Y23' THREADS BEYOND THE MATERIAL.010&#12 ANCHORS INTO WOOD MAY BE STEEL. IBS SS. OR 410 S.S. MULLION FR UUCTREVISED fviN wim Ob FI0113 UWi ¢: tG is i pin, 5R'105 ' a,BT� 16 A. LYNNMILLER. P.E. FL P.E.# 58705 Ifl$I9I3I@II@ >•'u.".m I vrvww m AALNafCIIPPABamA wN yl6•B.UY I IN•ERa1. (DP_)X ( LLIANCHOR CAP.—::) =ANCHOR CAP.e MUON CAP.—,,., USETM FORMULA TOOBTAINTHE'ANCHOR CAPACITY REOUIREO' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT M LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WLLL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE eY!`H(1C t'AP6f.NY TABLE TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR ENTERP0LATION BETWEEN MULL LENGTHS AAWR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3) MULLION AND MULLION CLIP9 MOWN ARE NOT T0SCPIE FOR DRENSIONEk SEE HSHEETS 21-23. • HGLE$ TO BE DRIlLEO 1N THE FIELO FOLLONNO DIMENSIONAL RESTRICRONSSHOWNON SHEET321-Z1. FIGURES SHOW SUGGESTED, APPROXIMATE HLTLELOCATIONS. ANGLE CLIP MUSTBE USED N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM T0ACI M SPECIFICATION& HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 8383-TS AND BE AMNMUM OF AW THICK. STEEL STUDS TO BE A MINIMUM GRACE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A38. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 S N12 ANCHORS INTO WOOD MAY BE STEEL. 184 S.S. OR 410 S.S. 18705 E n.- Si TE OI' Un'.... AlOWON': `ac" A. LyRf4 M atA P.E. TABLE 15A Mullion CB /o hbW Ib• HONph1(h/InlzzoMJk}aPN/11p y$ 0 IIBaM1Y) 130E PSYn%W 3.2V WwbB BAYMULL Oponlnp WMih(/w1A1GceR/APaNIOmlIDds)or OP•nlnp 1{BN RON Bin Tep'fllYq Iio,Jwl 11113111 PBtlmWel LM&o4 Wln RepTlmB. Mill PNIm01Y iD In pb RgYlOm1 4$ Pot1eNN1 15gmanyaa@$ WN ReNLllelx. ylgymam Ea PxWyW lRgoe®ypg sow RWOIYg 10ggeal`rpyap'r W w iplm glmMgpe Imb. E} Tnomho IgngeanrpO 1 Pmim plOggBara OBer 1 RWIMonB. InBanO 011H 14v1mPBY l5agtlnpgp r� ToA`iwN. EFTelggmene'p¢ RK= rp3WggWypq RgINeN. ip15ngwr`lpy@V'O 13F 1m0 NF 110.0 WAl6N 1R.0 dF I}o0 !AN ImA mN 1]0.0 C wF DOA E'q RN IIOA rtN ItO.T ]ON 110.E wN ri1 WF MAIBS Job 41.1 111E NA LAIN m,,3R Bm }i ]O Ri 003 NO i1 BW 1➢0 Tro 6S ]9I 3m 1A0 IAO 1m0 Im.O IAO 1I0.0 1m.0 1{TB 1ffi1 1195 i1.1 BI} NA ]B] I.Vg§ 611 ]A! BI3 ml i13 TB iN BOD 937 W] N] a, 3T] 1i0.0 RO.o ImA ImA 1]0A DOA 153.1 ILIA %.e W.] f0.1 IB! %e ]30 ]N e50 BM BSB IfD] 111E INO NO 1m im IA] IW ml %0 pFe3oSgea'gpW ImA Im.O IAO 110.0 ImA 1m.0 ie]B IA.O IE0.1 90.1 03➢ 61.3 ]]0 710 ITT W ml OBI 1% Bm BBI TY %B BN IBI 1]5 NS ]% gploetrggY 110A 1m0 1mA IIBo 1%-0 166R ROA 1030 BSA 10.1 BIA 13A AB 11A BSB Ofa td6 Ills RIB Ilm 1d0 010 im TW BN Iw ]11 D0 glaMlq ti00 110A 1]BO 1)OA 1]00 lees IIB.B II0.B M] B5.• N➢ 0.0 ]1.1 SSB SDB Bm B!1 1N i0 if tlY >]1 Bea B31 m IS] N2 >m Ii0.0 1mA 1mA lm.o IN.1 1]L1 111] DBO TIe BBS W 37.1 Mi NA 091 11]] 110! RIB ISIB 11N Id0 d0 TW TW IA IW ]BI 3m Im.O tno Imo t]0.0 Imo too 1]1.I IN.O 01➢ 1]'1 LLO ]0.B no 16] SIB mi] RJ 00] IN 014 BW Tf[ m3 821 ILL 421 MI ]m I10.0 I]00 IAO Iw.1 ImB IIe.B 101A ]63 f0.5 i.! 101 33.0 ]]3 =A 111B IZA I]N 1]S] RIO Itm IdB BM )oo iw %1 1% NI ]m IAO IlBO IRO R0.0 139A 1{LB 13]A m.0 TO.B m.a NA ]0.1 No =0 331 BR TN ii BY BOB NB 113 N] i3 NB 41 311 310 ImD IlOD 1N3 1N] 118.0 105.1 01.1 m1 00.B W.1 Al P.1 •A.B IB3 1210 I{R IN] il!] RIB tlm INB BW iN iBo SeT 4 W1 )m IAO ING 11A0 1I0.0 1331 1N.1 Il6e 00A ]I.T B0.i N.B No 33A 30B i1 ON i0B BY 031 BM B]o li BN Bi Ii 409 ]3! ]R 3fl ITW 1633 IbA 13D] %A i.0 AS BG1 {B.B IBi ]40 24A 1]A IBO 14U 1BE 1N] xA 1110 11m Id0 No im I00 BBS IW JN im 1T00 R0.0 I100 Ii0.0 IN.1 Im.1 Id.1 TB'S OS.1 B9A ]BS Mi 10.1 IB.1 YI 09 mB M1 BI] elt RI B9> BN SM NS IDO B31 Y9 IAD IJ16 11]] li.l %.B T0.1 wB m.] I2B 19A AB 31.3 IlB Im3 15R 111] 1]A Itle Ilm INB BBo RO i30 NA 1A0 Imo xG0 Im.O IN.1 ImB 1013 TBB e11 fa.3 631 0.V ]38 1!1 BI] em BIB W 619 119.1 1113 If6A W] ml eL1 Si.l N.0 RIO IBE NN IS!] 13I0 IIOA 1i0.0 1T0.0 1]0.0 IN.I EI BW ISB MI BR 11m tde BBt tDA1 LOOS mA ero BIB BN J]A Tm Ol.e OIT Bt8 ]IA iW 63A W 1JA NB ]3A BW ]IA N3 NS ffiB ]N IBA Id 3!A ]m ]91 1]A 316 no no E] ]I] ffi 0 3N 213 1D LA Zm W.0 ]11 IBA IR IGB JD 1].0 II] INN 17A 3A 11.8 AJ AxCR➢R CAPACITY ADJU TABLE 15B Anchcr CB 2 35BGm. ItyTablogball rotltN au 11CMEko Y1B'Eko BBw Gdu II{'66 Fleo PT " 012 B106ka1 13&letl Mew /12%w erblm[ xNGOYWn /.iMryq'. LIB'Fka VNsm 111'Eko VWe[m We a. YIO'EkoVWcm 1N'Eko UNecm AxnWW I.. A®Mi. Bruerr(G5)00m/(CSI W.051 Anchor Clip "Go, WVmY1 1` 2-0? Y LVC Y oW 0.N EaOe Perm[a lFy 1• B16' 1• ]n? 11tt' P 2.12 1-1/P Id11• 411f ]' 1.YC 139' YNe Emtwnml 11V• ISY' I.W' YNP 2' 1A11' 1.1N' 1-V{' ] IN iNIN NBb N11M 2AmAn®Swn oG/alasAnple IIFb.I' ]BTBf Sf01M 4m Ne BW 2e 1l M 2101Y 2DTIM fd l[a NOb IIBA Bmlp 10%b WIN FB2b NSb I1mb I'- ANYdplIF10.2y Tmb 1m Nr mORe IB10M 35BS[a NOb 50DIb WA 11MIm 1]31 Ye 18:BAb IArclm ®]6'Mn O.GIRI'Aa WA 1dBIY WA IYd10e WA 10]2Nf FIGURE 1: m FIGURE2: FIGURE 3: ANGLE CLIP (FIGURES iJ) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES MO SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS2 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT DIMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21- FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-7REMED YELLOW SOUTHERN PINE WITH MSG OF 0.65. ALUMINUM SHALL BE W63-75 AND BE A MINIMUM OF.125` THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND.04S THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND ASB. ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST3SCREW THREADS BEYOND THE MATERIAL. 010 S012ANCHORS INTO WOOD MAYBE STEEL, JIM S.S. OR410 S.S. FORMULA TO OBTAINTHE'ANCHOR ' REQUIRED• CORRESPONDING TORN YIELD A MAY BE bti D•b t5' 71250' 30' BAY MULLION �'. �)� Y.G. ti3'(05 TABLE16A Yullbn C9 •O T. 691A1 W�W1el INIO 1 RN�r MillIIOx 315.45 BAYMULL DP1n1n0 WIBiB Uo<seAce@wpBl^IR WIA'. 4rOpminO Hol0h1(frclO11m1/e!)apei4SlCmluiar4) 1rW. WO TIeNiE� P� Tns. 1Wx r R4NW40u NN ➢eN%W 1°°aw RAt+BnWBI IMrogg Wx 'n�nW. RIx lOx TeNRI�. Pe1M Ox �u 'n3)f%W0. Aataoiptlr Pox 12M IBx W@sx Wx Wx Wx ,B Wx ;H Tlb e Mx ii IeN Wx Pox IWx tltx j1✓aB^9 nao n0A On0 n60 1160 I]0.0 R0.0 fO1.B 1]l.1 ni.l B.l BBS 41.9 N.1 BA iN rn M 855 OM B]I 1010 9W WI WB SW NA 4M n0.0 110.0 lino IT60 fi60 1M.0 110,0 100.0 111.0 1]26 XS RI N.9 WA I0 SY 0] 012 T11 TIS ]aB Bll iBt MI 5]I Sm W3 W3 t}OA ❑0.0 Vn0 IAA 1]0.0 IMA n0.0 1L.] 111.0 1WD XB CAB 3B.B WA TN BN sm B0 IOW 1118 110E 1%0 B00 WI NB 0B Np 45 1M.0 ITnO t]a0 lino tIOA n0.0 n0A 1N.0 1220 1125 )21 Sal It] 37A 170 SW W1 B91 Mi BW 9W WB TA rY WI IW ]W ]i9 IM.O Ira.O nao 110A 11a0 1B2B 11A1 11N W.1 90.0 641 48.1 N] ]I] BOB 90 'IOW 1110 nW ISR 11W 1010 BW WI BW SW 119 IA I10.0 lino IraA 1]n0 n0A 1T0.0 103] n1.3 101.1 Wd WJ !fA }T.T XB gg SN NO 0W ]!1 HW 010 W! Sn Mt TIS 4M OI ]W 1M At I10.0 1M0 1M.0 1]0D IW.1 in] nAB 1%.0 X9 19A 61.T 5 A9 WA p711DeaAL`A 0B2 11W 11W i]]S ISN INi 11W 1010 BW MI !W 6B0 N0 IRS IlaO IMA 1M0 Irno 1in0 IX! fO.9 1w W2 0B! 30.1 410 1]1.1 RI 610 WI ]A B0 W wa 945 11 M9 ri3 !IS 40 ]A W1 I10.0 nTO RAB Imo 1. I]B.T IIBJ XS i4] MB 140 17.2 248 RID I110 4M IYs IIW 1. f217 IIW 1010 9W W1 WB !W 410 IM IiOA Y1 I70.0 BN 1M.0 rA Ira0 0] 170A N0 I.. OW 1X3 WB 1018 •n WS TW W.0 ]W WA SIT 41.4 (W 3Bd ]Y! Al ]0 tA.O 1A4 IA.O 155] 1]5] If1A 1W.0 WB M.] WA IIJ W.1 31.9 TLI 1Y0 11n 1N1 110 1]09 nn IIW t010 BOB WI W 6a3 NB Its 1ra0 I70.0 1rUA 1T60 1W.6 IN.f tAI W.B B2] T0.1 nd Xt 1n1 MA 521 9N ]W BW 9M BR BII BW T!B BBI !Y 4A ]]r ]0 I10.0 IX] M.t I2D.3 lwal 910 05A W] EST] B20 N] YA SD.O IBA 11W iW] IsU 110 nW nn 119D 1010 PoO WI BW 6W 4N 4A RpA 1M0 ITO.D IM.0 ....1 1W2 110.3 0.0 M.T W.1 11.6 ]]I 9.r A.T MI 000 TW 01 fW ON OW AS ]I0 WI 610 W9 NO 150 D0.a 143 INA 1140 Wd s1A M2 n} 19.1 ISI N.S Y] n.l IS.B 11W INr IR3 14W 11CB f]AT 1190 1%0 BOB Wt 11 In, 1M.0 I70.0 IAd tn.l IriT IIB.1 81.0 $ 01 BBO M0 WI 9W 0]! BW 1X] 11>I 02B 1Wi nW IWi W.0 110 TAB 1]W a" 1rn0 WI IM.O WO IMA ]W 110➢ WI 16T.1 W2 rl] W.B 13q IIW 1]ST 1141 W! Wl ]W NO 1010 p.T ra0 11.2 XS 1f0 !]9 120 ]0.T BW Wf M.0 W] ]W BTi NB 369 N9 IRS X9 XS M4 160 611 IW WI 11] 25A 21] 130 &B W] NB W.B M.) IBA M ]39 LAN WA 3W 0] W1 Xf 301 NO WB 24.0 SW 211 321 2JAI 301 1 nO 1 317 1 MA 3W 12. ]U 1TD SW 16] ]N INN 202 20 MA 2N 10.0 eunune I`EC6f:ITV DDJII r= F 1RR -- AnCnOr Ca a% hole im Ikill, 6l F4almu PT\4W Ye1Y BNelnlr 24Q¢NI ]5krnn Vf SSUlw 613'Eko W'93Eka •lllW BI381W •R91M NdoI Y16 EkeY0sm Ilf EkolWsm YIB'Eko IVE% &IV EW U. Ilf Eke UNbm Ap•OY% W4[an A00. Bcn•M CM'/WS) ERnf(W) Anchor CBPP9B4me 11T 1' ?1T 1' ?IIf Y >11C EOp W9rcBIN� 1' R-1? 1' Y1T 1-ill' 41H' ldl{' .410 idN' Y 1-Lf LiR' aMB Embbnml lb) FYI' 1y1' IJV' LW' T 1A11' ]W Ma ]W Df 11014 ])114 )Aloe %001 911 b1 Itllb W014 RArcM106'Mat O.C.IRIRAMgUd fPb.l). S9]k5 ]W I4 IWb BWW 110014 RIObr i1BM SWW 109314 W2M WSI4 IIAW I=rc VOVMC.G/R)2iz CbiR Rk ]Wb INb 1Blb ISIOb B5]S b] DIOb WO®+ WA 11AI4 WA IOW 1]il Pl IONk� BAMnr ]]I•MIn O.C.i R193AipYQWI b]] 11AIM 11AU1 BSnW L48M 2]51� WA WOPI WA IM914 WA 1]A00 FIGURE is FI LI FIGURE 2 F. FIGURE 3: [_�_ 761 M ANGLE CUP (FIGURES 14)) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR WTERPOIATION BETWEEN MULL LENGTHS ANDIOR OPMING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DWENSIONS, $BE SHEETS 21-n HOLES TO BE ORLLIED W THE FIELD FOLLOWING DIMENSIONAL RESTRIC0ONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPRO% TE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O-W. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE W ITH AN SG OF 0.55. ALUMINUM SHALL BE NOTSANO BEA MINIMUM OF AV THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045-THICK(IB GAUGE). STRUCTURAL STEELTO BEAT LEAST.125' THICK ANDAMALLANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 A012 ANCHORS INTO WOOD MAYBE STEEL In S.S. OR410 S.S. MAY BE .ANCHOR FL 1.000' r —( 1.006 )— —1 I.ow- )-- azsl 5' za6o• z.r5s .1zs• .125' .135' I 2D00' 2 L IL t L .tzs• 1 3I6' 1'X2'%.125'M =ION VX2-X WVMULLION VX2.76'%.3?WMUW0N 1'X2..W,T85AOIAULUUN 6WB TG ALUM. 6063-TBMUM omG wALUM. %SECTION %SECTION %SECTION XSECRON STANDARDCLIP .376' d.1 _CREATE FCI ET8EE I MIN. 4' MIN. OnETTE.ISL.Eia ,1'I\/'I,,IE/\1 .338'MIN. O_______ 1 __� A A I LLCLIP _J 606�TPM� Mr. .375' MIN. STANDAROCUP sffi Tm AUIM TOPWEW OFFSETCLIP 6063-TBALUM TOPVIEW CENTEROF ANC HOR HOLEMUSTLIE WITHIN ME DASHED BOUNOARY.SEE SHEETSFITFORTHE ANCHOROA DISTANCE MAXIMUM ANCHORHOLE DIMIETER:ANCHOR DIAMETER -VIC. TABLE B -f i-AW .376' d.1 _CREATE FCI ET8EE I MIN. 4' MIN. OnETTE.ISL.Eia ,1'I\/'I,,IE/\1 .338'MIN. O_______ 1 __� A A I LLCLIP _J 606�TPM� Mr. .375' MIN. STANDAROCUP sffi Tm AUIM TOPWEW OFFSETCLIP 6063-TBALUM TOPVIEW CENTEROF ANC HOR HOLEMUSTLIE WITHIN ME DASHED BOUNOARY.SEE SHEETSFITFORTHE ANCHOROA DISTANCE MAXIMUM ANCHORHOLE DIMIETER:ANCHOR DIAMETER -VIC. TABLE B -f i-AW MANGLECLIP 606176 ALUM. 2000' *SECTION 126' .3I5' MIN. H H MANGLECUP IIW fi063TBTBMULI TOPV EW �!Z`E.ONONNOLE MUSTUEWRHINTHE0 UNOARYSEESTS SITRTHERC.OISTANCE..U..GNON HOLE DUUMETER: ANCMOROUMETER- Mr. Mull Dlmonsion (Ghost#) PGT PGRC Mullion I Sid. Clip j0ffWtCIIP Utlip 1AnGIGCIIP P XYX.126(5) 66605 668113M 1666illBM 666243M 666511M t°%Y X.3WW(6) 66M ONI14M 5861118M 668244M M12M 1°X276X.376(7) 66607 6MI15M 666112DM 666245M 666513M P X2.76 X.650'(8) 66608 666116M 6661121M 666246M 66M514M 1`X3A26X.50R(9) 88837M 6661116M 6661114M 668242M BOSSISM 1.2S'%3.1B8`X.266(12) 66641M 6681117M 6661113M 66MIM 666516M 1.26X2.11'X.125`(18) SD370 NA WA NA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS OFOR SUGGESTED.APPRDXWTE HOLE LOCATIONS 8 MICHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Teal F A GII1m.NOn Value( In) For Mullion: A B 1.626 2864 1' %Y X.125' Aluminum Tu50 Mullion C 0.895 D 0.740 A B 1.125 2404 1•XYX.376 AloninMn nee Motion C 0.635 D 0.400 A 1.875 1' X276" X .375AIuminu Tube Motion B 3.000 C 0.767 D 1.Ile E .450 MN. A 7.312 P %2.7S' X .65P Alumni TuSe Mullion B 3.000 C D 0.476 O.B38 A 2.000 1' X3.126 X .506A1um Tube Mull B 2.837 C 0.803 D 1.137 A .826 125'XSAW X205•Alum B 3• C D 0.B82 1.762 Tlbe Mull A 1.813 1.26 1T X .121`A%2lum TAe Mull A. 14s. 56101 FL It 1.260' aaso• IL 1D6' —T .100 12SX12SXAW MULLION 60 76%UM. %SECTION 30•BAYMULUON 1 lmw1n ALUM I %SECTION I ..I T40' {y .125• STANOMOCUP ZIW 6033.T6ALUM. I 2AW UtllP 2A00• 2XSMGlECUP XSECTION 0061T6ALUM. I BO.SECTI UM. I %SECTION .125• .1R6' %SECTION L .,25•r CENTER OFMCHOR HOLE MUST UE WITHINTHE OASHED BOUNDARY. SEE SHEETS 640 FOR THE . ANCHOR 04 OISTMCE MA,UMUMANCHOR NONE DUVAEIER: ANCHOROIgNETE11.1/1S. ' I I I I I I I I {1 zeisF 1 --_ 1 I I I I I 1 j 1 CENTEROFMCHORHO A --I .w h- � .62W H WaHINIHEDASHEDBOUNE 12VX3.25'XA24• 1.2SXa91•XA24• SHEETSSWFORTHEMW MULLION MULLION DISTMCEMAMMUMANCN( G0 T6ALUM 600STSALUM OIMO:TER:MCHOROWAEI XSECMON X-SECnON —3.469'--I 5.531 MIN. 1 2.150' I I I I /A NOTES: 1) HOLES TO BEDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-" FORSUGGESTED. APPROILIMATE HOLE LOCATIONS. 3) SEE SHEETS2 4 FOR GENERAL INSTALLATION METHODS 3EATEF8IP.SFE I .3T5 TALE. SHEET4 I I I F I I I STMOARD CLIP 60 76ALUM TOPYEW --- I .376, _i i I I 1 I I I OFFSETCLIP 6003TS&W TOPMEW T CENTER OF ANCHOR HOLE MUSTUEWITHW THEDASHED MUNDMY.SEE SHEETSE-WFOR 4 THEANCHORO.C. DISTANCE. MAXIMUM ANCHORHOLE I DIAMETER: ANCHOR — DAMETER - 111W. ULLIP M TBALUM TOPVIEW OmanMen VMua pn) For Muillan: Dlmamon Value (In) For Munna; i VWX .125. NWlnon TW Ma0lon F D 1.B3 am t25 5' %A24• Aluminum Tuba MWlinn G H I 1." so 000 H I 1.CM 3.250 F DO 1'%4'% .375' ANNWm Tuba A•T• F D =5 1.125 1.2S X3.94• %.MV Alundwm TWa MIAbn D H 1 OTST 20.W 3000 H I 115t 3250 F 2260 1.2SX32S X.10P Alunh. TARN Man. F 2.013 30•Ba MM O H 0750 1.500 F L875 CP Ba MW I 3.R50 M.0 Dbnandon (Mea1P) PDTPar16 Mullion SW.CIIP ODna1CIIP ULIIP AnOIa CIIP 1'%4'X.125'(10) (AM4 606111M 6M1112NA1 068211M 6WX%JI 1'XVX.3w Ol) OUR660112M 66B112aM 688242H 666510M 1•XWXXIVS P(11) M3 E6011TM fi69112YM 88824251 M510M 1.2TX326•X.100•(13) 2D11 66Blllm 60@d10M 9063115M 1.2SX32SX.E24•(14) 20181 0601120M 0001126M 6682411M 5WS116M 1.2SXlWX.e2 05) R0162 BRII17M 6W1126M RW4110 M517M W Dglae(12) B[610 WA WA WA 6MI10M 0 Degree(W) Gm WA WA WA 6603111M TOPW W' 41nn.M/((F. Vie. JpENSF . 2 + 6705 %[ HBO_. 0 Mull Dlmen5lon (eh66LY) POT Penn Mullion SW.Cllp U4011P Angle CUP 2"X4'X.25'(16) BBB02 B662B1M BBB771M 0666112M 2' W X25' (1T) 66604 66O282M 666272M 6665113M NOTES'. 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 620 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I W 2.000' .O37E M, 4.06W { .250' rX4'X.W MUWON 606YTMUM %SECTION .2W r-2.0W-1 rX0'X.2E MULLION M63.TS&ULL %SECTION .371. Mil I TOP VIEW STANDARDCUP 600}TB ALUM %SECTION f HERETO ATEFLIIP. 3TS :Mm F. MDL tT4 I I i - —I- 3.438' I I I I I STANDAROCuP TOPVIEIN ' Ir�II^.125' LLCUP I 2"ANGLECUP OWTSALUTA e0&lTSALUM. X4; C ION 2.WW XSECTION y. I 2W + 3.436' I ITER OF ANCHO R HO LE MUST LIE HIN THE DASHED BOUNDARY. SEE :ETS 520 FOR THEANCHOR D.C. TANCE. MAXIMUM ANCHOR HOLE METER ANCHOR DIAMETER• 111T. 3TE I I E I s43E ULUP ea63•TBALUM. USED FORTifMULLION SHEET fi TOPNEW I— -S0D0' 375' MN. T_____________________1 I 1 I I I I 3.43E j MIN MIN 2XSANGLECUP CEMEROFANCHORHOLEMUSTLIE BOBT.TeALUM. WITHINIHEDASHEDSOUNDARY.SEE TOPVIEW SHEETS 2X5AHGEECLIP 60eS7e ALUM. TGPVIEW A ND. 5877055�'` �t TICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF♦6M/-60.OPSF. REFERENCING SHEET 26, THE COLUMN USING_ pANCMEILAd HEAD 1) INITIALLY ASSUMING THAT A I'WIDE MUWON IS SUITASLE,THE MUWN LENGTH IS 72-AND THE OPENING MOTH IS ST+32+1'= . MUST BE USED.SM THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTIIEWINDOWFRAME DEPTH OFSDESIGN _ RECTANGULARLOADING PRESSURE OF •BO.O/JfOB PSF.IF THE TABLE DOES NOT SHOW THE MOT SIZE, USE WE NEMLARGER SIOEAVAU ABE.SEE THE DESIGNPRESSURE IS+/-5B3PSFANDWOULDo% oil' FROM TABLES. SHEET 7.THE 1'X2.T5'X375'MUWON(LENGTHv7Y, OPENING WIOM-W)MEETS ME DEPTH REQUIRED,HOWEVER DsEE�TB. NOT BE SUITABLE FOR THIS APPLICATION. EY Z \ NFROM TABLE ON. SHEET 8. THE V X 2.75' X B5V MUWON(LENGTH=T2', OPENING NOW-i0-) HAS A DESIGN PRESSURE OF N-72.7 PST WHICH EXCEEDS ME REQUIREMENTS FOR WE FF- OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REOUIRED OF ESE LBS. N 2) USE TABLE 4B TO FIND THEANCHOR TYPE, ANCHORQUANTITYAND CLIP TYPE REQUIRED FORMS WODSUBSTRATE. BOTH THE STAFIDARD CLIP NSm (4)012 ANCHOR6PNDTHE2%6Emlr ZCESEE ^ ANGLECLIPSWITH(4)912 ANCHORS HAVE A CAPCITY OF 805LBS. THOUGH EITHMONECOUMMUSM.TMSTANOARDCUPISEABIERTO INSTALL S)VERIFY THE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITHTHIS MUWON SYSTEM. THELOWER DESIGN PRESSURE, OP MULLIONS OR FENESTRATION PRODUCTSWILLVMSINGTLALTOWEO THAT MULLIONAND TMEFENESTRAT ON PROOUCTBE WSTA EDIN ACCORDPNCEW MTHEg25 ONP ODUCIB TO MULL ON.ME IGFG iTNESWTO RESPECTIVES PRESSURE IY3uCHm�iuwwvowsaL IN THEHIS EXAMPLE. THE ANC ORCAPCffYAD IISTMENT FORMUUCOULD HAVE BEENUSEDTOCALCULATETHE�NCHORPRESSURE REQUIRED WAS 460.0 FORMS OVERALL MUMION WAS CMAaWREREQUIRMFORTHEEXACTDESINPRESSUREAOF6DMFeLBSPLTERNAOVELY, 2 mw (60 PSF)%(SES L-)o62d.S LBS (MAY BE USED TOOUALIFY910 STEEL SCREWSFROM TABLEdB) T2.T PSF THE BUILDING SUBSTRATE IS KNOWN O BE CMU ON THE JAMBS AND USESACONCRETE HEAOERAND SAL THE WINDOW FRAME DEPTH IS2.3W.ME OPEFBNGREQUIRESA DESIGN PRESSURE OF +50.W-55.0 PST. FOR THE VEATICM MULLIN: 1) WIDALLYMSUMINGTHATA 1' WME MULLION IS SURMM. THE MU WON LENGTH IS 32'+i2'+15105'ANDTHE OPENING YODTH IS36vEfi'+1`=73'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORAMUWN THATISATMASTTIE WINDOW FRAM EDEPTH OF24UWAND WILL NESTOR EXCEED THE REQUIRED DESIGN PRESSURE OF+SODA5S.0 PER IF THE TABLE DOES NOTSHOW THEE%ACT SIRE, USETHE NEMLARGERSM AVAILABLE EXAMPLE T. MULTIPLE MULLIONS FROM TABLE 3A, SHEET 7,THE 1'%2i5' %3I5' MULLION (LENGTH v 108`, OPENING WIDTH • BTU MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 19+A15.1 POP Muum9m-•�(- AND WOULD NOT BE SUITABLE FOR MIS APPLICATION. FROM TABLE 12. SHUT 16. THE 2'X4'X.25W MULLION OLENOV - 108', OPENING WIDTH• SO') HAS ADEMGN PRESSURE OF.1 d3 POP WHICH EXCEEDS ME REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE WSANLHOR CAPACTY REQUIRED OF 971 LBS, SEE SEE DETMS, SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILLCO2'TO THE WIDTH THE MULLED UNIT, OPENINGTHEWIDOIS3OMSM'y UCD �• FExEBTRAtION BE REDUCEDTO ASSUMED. VERIFY THAT THE DESIGN PRESSURE I5 STILL APPLICABLE FOR THE ADJUSTED OPENING. MTEgNATNELY, THE WINDOW'MDTH9 MAY BE REOULFDTO MAINTNN THE 73' DIMENSION (3EW'+3Y1W rv7n \2 , 2)UMTABIE128TOFINDTNEANCHORME.MN ORQUAMITYM UIPTYPEREQNREDFORTHECONCRETEMBSTMM.INTHISEXAMPLE,ASSUMETHEPOURED IF ME MULLION CLIP BE THEW. ME MUST BE TO MAIWAN WE FAS� � AND DISTANCE YE cxl + SANCEOF 2.1 01 ES ANANC RCAF CIN TT M EDGE DIERETO �OF IOSO WSWHICHN IS USING THE STANDARD CLIP WITH (6)3116' ULTRACON ANCHORSANCRETE HEADERAND SIM ARE rWDE. SES `SEE THEREFORE SUITABLE, FOR THE REWIRED ANCHOR CAPACITY OF BTI LBS. LENGTH SPEWS 2'.3 WEET3 FORTHEHORIZOIRALMULUONS: 0,SwG HDGIR BECAUSE ME VERTICAL MULL WILL BE A 2'X PX USED MULLION. IN THIS EXAMPLE WE WILL MATCH ME HOA ZONTAL AND VERTICAL MUWNS, ALTERNATNELY, MOVER F011 MOM. MULLION TYPE COULD BE CHOSE& MULLION LENGTH ISEE AND THE OPENING HEIGHT IS 3T+72`+2'•IDS'.REFERENCING 25, THECOLUMN NOSSURE OIDMJ70.0 CULAR BE 1) THE PSIFMILOCCEEDSNG H OK-12EET N PRESSURE OF+/-ti0.0 PSF WHICH EXCEEDS THE USED. SHEETIS.THE X USED MULLION (®IENGTN OPENING HEIGHT • 120T HAS DESIGN USED. . NO REQUIRED PEW REMEMS FORTHE OPENING AND NAY BE USED IN THIS APPLICATION. NOTE WE ANCHOR CAPACITY REQUIRED OF 5211B3. REQUIREMENTS FOR THE MAY SEE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUMT TY AND CLIP TYPE REQUIRED FORME CMU SUBSTRATE INMIS EXWKE-AS6UMETHE CMU "ES ME S' SODAS. VESTS 2) USE TABLE ME. IF WE MULLION CLIP WERETO BE CENTERED WITHIN THE W. CARE MUST BE TAKEN TO MAINTAIN ME FAGTENERS EDGE DISTANCE USING WE US MGM CLIPS WRH 24 (4)SIV ULTRACONANCHORSATAN EDGE DISTANCE OF I• GNES ANANCHOR CAPACITY OF540LBSWHICH IS GREATER,ANDTHEREFORE SUITABLE, FORWE REQUIRED ANCHOR CAPACITY OF S21 LBS. 59.xEPoi �� 35'.HERM.� 4)FOR ME U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLON, USE THE SAME ANCHOR CAPAOITYOF 521 MS. TABLE US FOR THEUCUP SHOWSWEANCHOR MIILLIFNDm MULL LErv6m CAPACITY IS 1074 US WHEN USING 3 ANCHORS,WHICH IS GREATER, ANDWEREFNE SUMM FORWE REQIAREDANCHOR CAPAOTYRECUIRFMENTOF521 LBS.THE aPEMN7m9m F(XIVFRnGLLINI ANCHORTYPEISA912STEMSCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS +1.64,7 PSF FROM THE WRTICM MULLION; +1-170.0 PEP FROM ME 3W HORIZONTAL MULLION ATTACHING TO CMU: N-170.0 POP FROM THE 36-HORIZNTAL MULLION ATTACHING TO WE VERTICAL MUWON (INTFRSECRNL THE LOWEST DESIGN PRESSURE IS+A64.7 PSF AND WOULDAPPLY TOA-LOF ME MULLIONS VERIFY WE DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. WE LOWER DESIGN PRESSURE. OF MU WONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH WE MULLION AND THE FEMSTM71ON PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 'Tf 14U. 50705 v a "!b =�0 SAFU "IS;70NA1- A. LYAN MIUMA F FL P.E.9 SB705 EXAMPLES OF RECTANGULAR LOADING, PW III%! I WE LOADING OFVERTICAL MULLION LOAD NO OF VERTICAL MULL ION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTALMULUON SLLOFWNOOWSNOTANCHORED WITH INTERSECTING VERTICAL MULLION 0 �N PW LOADING OF VERMO& MULLION LOADINGOFVERTICALMULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUD EXAMPLES OF TRAPEZOIDAL TRIANGULAR LOADING: IS�i��i�T:�iiiii4l IQ ������► ��C� mil LGODL, LOADING OF HORIZONTAL MULLION ]INGOFHOMZONTALN ! �10 III �►�li���'� « ',II LOADINOOFVERTICAL MULLION MULLION LOADINGOFVERTICALMULLION ? N C rN J � a 6 Q XyZ m go o PW to�M Z4M, 3 O0yySHIDH 4� LOADING OF HORIZONTAL MULLION NOTES: ;HGoucTDEVISm F1UMe ' i)DRAWNGSAwmPlYinP.�'NIAYm E AwIEiI.N RERESERTATIO AmTlamc Na ,O-"'... CONGO'E GNTATIONSOFTYPICA CONFIGURATIONS. E I^'1 �' ?A2� S NOT HOWN By MAY BE EXTRAPOLATED FROM MAYBE EXTRAPOLATED FROM Mlun FmJUM THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT LYNN k/(�XZ! RM BEOETEINEO,USE `p`C�H •• a��•:'�WEhISF '. 6;���� RECTANGULAR LOADING. 3) SEE PRODUCTS• APPROVAL FOR Na SWOS '. L ACTUALANCHOR LOCATIONS. O, "r sT TL OF A. LvNkA;A WRy'�.E. A FL P.E.# 50705 M1AMI.DADE MIAMI-DADE COUNTY WE - a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 DESCRIPTION: Series 005400" PVC Single Hung Window—N.I. 7`I dow Installation - NI", sheets 1 through 12 of 12, dated 05/15115, with revision A dated 05/05/16, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's 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 by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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# 15-0519.06 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. MIAMI•DADE COUNTY - - NOA No. 16-0714.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 Pa el VIA: r--/C-7 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, 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, Duraseal® spacer system, Super Spacer® N=m 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. 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 FBC 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 previous NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous 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). Manuel Per , .E. Product Control xa finer NOA No.1 14.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNT> um) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-5th Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.06) 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.06) 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 underprevious 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. 61t W1 1. Notice of Acceptance No. 15-0519.06, issued to PGT Industries for their Series "5400" PVC Single Hung Window - N.I." approved on 07/30/15 and expiring on 07/30/20. Manu l Per E. Product Control am' er NOA No. 16- 4.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-2 ANCHORAGE EXAMPLEFOR �28-1IB'MA%. O.C. RMUSTOP 1Y MAX. FROM HEADER (SIR FORM FRAME SEAM WMDOWWPES) B. SEE �.—_.1� SHEET3 30'MAX. O.C. EQUALLY SPACED ' ANCHORS PER TABLES 6&7 / Q I, X EQUALLY SPACER ANCHORS PER B. SEE SHEETS fYMP%. - + EQUALLY SPACED ANCHORS PER TABLE36&7 MAX.A 10'MA%.O.C. BUCK HEIGHT 524/8-MMBUCKWIDTH 21d ANCHORAGE EXAMPLE MAX. O.C. FORARCH-TOP HEMSR(SIAMRALL 30• 12'MAX MAX. G.C. / WINDOWTTPEM 1 LIGHT WIDTH W MAX. �_ 10' MAX FROM / FRAME SEAM D.: SHEE e,30'MA%.O.C.-�L.^�12-MAX. �1FIXEDVISIBLE III H. C.; SHEE FIXED /VISIBLE LIGHT HEIGHT --r 174/B"MAX. O.C. A, SEE r-' SHELT3` I EQUALLY - 91.TB- SPACED MAX. ANCHORS PER BUCK TABLES087 _r HEIGHT 10'MAX. O.C. I EQUALLY _ SPACED ANCHORS PER TABLES607 / p TAB1606} HEIGHT F I TABLE39 A} - e-1M?MAX. \8.1R-MA%. NO ANCHORS AT 8ILL B�.__ NOANCHORSATSILL SEIRSIU.WEB 8 SEE 3BLWEER SASH VISIBLE NOTCHDETA�85 +� BUCKWIDTH I� Ls I I O.C. EQUALLY SASH SPACED VISIBLE ANCHORS PER / LIGHT / 1]-7/0'MAX O.C. 0 / 62 SUC 10'MAX.IO.C. HEIG X !1 Ll 13-Y�4�MAX. O.C. �e-12'MAX. J NO �2-1/8°MAX. {< I\.\ WEEP- BUCK WIGTH Fes -.NOTCH DETARS NOTCH MAX. HT DESIGNPRESSUREMTING IMPACTRATWO VARIE9 PER REINFORCEMENT LEVEL, SEE SHEETS fi-T NOT RATED FOR IMPACTRESISTANCE SEE 3HEETS 8&9 62-1/B' MAX. BUCK WIDTH SEE SHEETS I— 1-U4° — I I 888 T I O BUCK HEIGHT AS SHOWN X I4 Inn. _— MAX.) _.J 1-1/4' SEE SII 62-UB'MAX. NOTCHDErN MGHT WIOm SHEET) SHEETS SHEETS ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FORCUSTOMCOTTAGECONFIGURATIONUPTO ANCHOREI 76' HEIGHT SEE TABLES 6 A 7 (SIMILAR ANCHOR DIA GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES. 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE, INCLUDINGTHE HIGH VELOCITY HURRICPNE ZONE(HVHZ). ELEVATIONS.................................1 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME, GLASS & ANCHOR 3) FOR MASONRY APPLICATIONS IN MIAMBDAOE COUNTY. USE ONLY MIAMI-DACE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVAWATIONS WERE SOUTHERN PINE, MTM COO OPTIONS ...... ....................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KM PER ANCHOR TYPE. INSTALLATION, FLANGE & 4) ALL WOOD BUCKS LESS THAN i-U2' THICK ARE TO BE CONSIDERED IXINSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS EQUAL EGIBOX................3 DEPICTED AS 2XARE IAA THICK OR GREATER. IXAND 2XBUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION. INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). & J4HMNEL..................... 4 5) ANCHOR EMBEDMENT TO BASE IMTERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS GLAZING DETMLS........................6 SHOULD BE SEALED. OVERALL SEAUNWI.ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES................ _B.] _._... - ..- . ... .-.. ...-.,.-.........-..-..,-.......,,...".-.—nueum mcnmmenx ime euiuc neeeal[ne Teeueeeoalvn eaoucn I DADS ANCHOR DIIANTITIES ................. 8.9 LOADS BASED ON STRUCTURAL DADS BASED ON WATERTEST P INTHE DESIGNOF THIS PROOUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OFANCHORS INTOWOOD. ANCHORS THATCOME INTO CONTACT .ASTME130009 SIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, aANSI/AF&PA NDS20/2 FOR WOOD CONSTRUCTION ITE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. .ALUMINUM DESIGN MMIUAL, ADM-2010 I�ITa EFDRTR 111%.1 rLM ULTRACON NOA: ELCO CRETEFLEX NOA ELCO AGGRE-OATOR NON ROYAL WINDOW AND DOOR PROFILES, LTD WHITE 8 BRONZENGHTER eNSI-SIOMWS2-2010 SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL DESIGN SPEQRICANUN rUB W VQu wnn Nuul lurv, nna nvarn vua e 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SUE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROMASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2OR 3ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4 OR 6.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN REQUIREMENTS FROM THIS SHEETSET ME MET. 5) INSTALL AS PER SHEET 3 FOR THRLLFRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE MTING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX). JR f 119 Gt 6 IK Ib GE 107TECHNOLOGY N.. VENICE, FL 342752]5 (941)-480-1fi00 BUS: SIN A391j1j1�11 1j1``OL A., RE' P.ED 50)O0 Sena: CERT. OF AURA. 20296 (✓ 05/05/16 NOTES & ELEVATION PRODUCTREVISED "Idwyms-kh MFkwh 6:8C AL plm ANRI6-O 14:04- B.PIm DMc Y2DQ6 Dy Iw',na Y a J HUNG WINDOW INSTALLATION - NI 105115/15 NTS 1 1 OF 12 A 11 Glow Typo Description (Listed from Extertorto Interior) ressum sign Pressure Table g 1 3/4"I.G.:1/B"A Exterior Cap +1/2'Air Space +l/B"A Exterior Cap 4 B 3 3/41LG.: 3110"A Exterior Cap+3/8"Air Space+3/1S"A Exledor Cap 4,5 6.7 4 3/4"LG.:31IV'T Exterior Cap+318'AlrSpace+3/1fi" TExlenor Cap 4,5 6,7 Group ....... ... Anchor Substrate Min. Edge Distance Min. Embedment A 010 EMS (sleet, EMS.S. w410 S.S.) P • —Sawhem Plne SG=0.fi5) ifi" is/B Steel, A36• ate- 0.050' A853 Gr. 33• —Stud 3/S' 0.0451°(18 Ga.) Aluminum, 6063T5• 3/8' 0.050" wIB'sual Ultmcon P.T. Southern Pine (SG=0.55) 7/18" 1-3/8" Concrete (min. 2,85 keg 1' Ungrouted CMU, (AS7M C-90) 2-10 1.1/4' B SMS 012 S.S. (steel, SM or 1, 1 S.S. P.T. Southern Pine(SG=0.55) 9/16' 1.3/B" Steel, A36• 318" 0.050, Steel Stud. A653 Dr. 33- 3/8" 0.0451' (18 Ga.) C 14' steel Ultrecon Concrete (Mn. 2.85 ksl) 1" l T4' Ungrouled CMU, (ASTM C-9D) 2-1/2• 1-1/4" " 1/4" steel Ultmcon Concrete (min. 2.05 ksl) 1" 2- 1 4 1/4° steel Ultmcon P.T. Southern Pine (SG=0.55) 1" I-T8' 1/4' steel Cretellex Concrete(min. 3.35 MI) 2-1/2' 1-3/4' D 1W steel Cretelex Ungrouted CMU, (ASTM "10) 2-112" 1-114' P.T. So." Pina (SG=0.55) 1" 1.3/B' 1/4• steel Aggro-Gator Concmte (min. 3.275 ks1) 14/2" 1.318° 1/4• steel Aggre-Gator P' I BoNhem Plne SG=0.55 1° -318' Grouletl CMU, (ASTM G90) 1 2- T GLADNG NOTES: 'A'=ANNEALED T=TEMPERED • MIN. OF 3 THREADS BEYONOTHEMETAL SUBSTRATE. FOR STEELSTUDS. MIN. FU=45 01 & MIN. Fx--33 Mt. ..GROUTED CMU' VALUESMAYBE USEDFORGROUTED CMU APPLIG410NS. Frame Types Glass Options From Configa. Frame Shapes Installation Option plat may be used (see Fig B) (sea Table 1) pee FIg AI (sea Flg C) ....Into 2X Woctl Framc/Buckship -sheet 3, optlml 1 (02) Fl g2) 1-4 Equal-Ute, OtlaVeMew &Cottage Square/Real., Amh-Tap& Radius -Top Through the rama. ofthewindaw...... ... Into CancratelCMU- sheet 3, optim2 through IX Buckslrip Into Cantata'CMU-sheet 3, ooil.3 ....Into Metal - sheet 3, option 4 ....Into 2X Wood! Frameiruckstdp-.heel 3, epgun 1 Box / Eq(94) (g4) 1-4 E pcl411e, O&d.CPmNew 8 Collage SquarefRect., Arch -Tape Radius -Tap Through he senw q(the atndow ....Into Cancrata/CMU -.heat 3, option 2 lhmugh lXBGCkamp Into Cancmla'CMU-sheet 3, opt!W3 ....Nro Motel -.heat 3, option 4 JChennel 141) 1-4 EqueWte, OCtmiew &canag. SquarclRecL, Amh-Top & Rediae-rop R,mugh the Integral fin...... Throueh the fares.... of me wlldow..........inlo ....late 2X Wood Farre/Buckemp - sheet 4, option 5 ....Into Metal -.heel 4, option Into 2XW.od Fama/Buo"Mr,-shed 4, option& Meld - shoal 4. option e Integral He 03) 1-4 Equ"Ie, OICPmNew & College Squawriect., Arch-TopB Radius Tap Through the Integral M...... ....We 2XWood Fran.IBucketrip- street 4, opgan5 ,,,,Into Metal -sheet 4, option 7 Thigh Me forne otihe wlntlow..........inb Inb 2X Wead Fmme/BuckeMp- street 4, option8 Metal -.heat 4, option e EQUAL-LIIE ORIEL COTTAGE T RT j/ xx o �/ to S �RECTANGULPA � RADIUS -TOP � � ARCH-TI MMY Eo Group Anchor Substrate Min. Edge Dldanae Min. Embedment' WINDOW SHAPES AS ABOVE OR SIMItARAAEAPPROVED. St1APES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FORTHAT BIOCK SIZE FROM THE TABLES ON SHEETS Co.Esplmlbn PRODUOraBW3 °"°'ePlyfeaef'i14MFImft B'n Gda 11 AusVWuN. l6•o 14•^o,�xjp. OMe -2DZ)5 E 2-1/2' %.131' Common Nail P.T. Southern Pine (SG=,55) 3/8" 2.7/18° 2-12' Wig -shank Roolrm Nat P.T. Southern Pine (50=.55) 3/0° 2-7118'• • MIN. 3 THREADS BEYOND THE METAL SUBSTRATE FOR STEELSTUDS MIN. FU=45 KSI8 MIN. FpM KSI. ` I j1 „• I �- u )H r�6 6 �:, 1 ,nV - .,.� ��•�'1" " PICVNNiMaLEh; P.E P.EY68705 IIIII'—'IIj'l�y`�) \ ��'�tYyr�I III' �a aawaee es: oota• R.wvbn: Mlmni aria pmawt Con eM F g10Tel, 18-8 EMS (steel, 0 S. S.B. ard10 S.S.) P.T. Southem Pine (SG=.55) 112, 1318' Aluminum, 6083T5• 3/9° 0.050` Rwlra aY OCW ReHYon: Steel Stud, GL 33• 3/8° 0.0451' (to Ga.) Steel, A30' 3/8" 0A50' WxrUtkn: GLASS/ANCHORS/FRAME OPTIONS Ot°Im N': JROSOWSKI gl, SMS (steel, 1aJ3 S.S. v410 S.s.) P.T. Southern Piro(SG-.55) 8116' tale" Aluminum 6003T5' 3•e• 0.083" 1070 TECHNOLOGY DRME N. VEMCE, P. 34276 (BFl)—q80—Ifi00 True: SINGLE HUNG WINDOW INSTALLATION -NI Dora 05/15/15 Steel Studdr. 33' 3/8' 0.05m Steel, A38' 3/B' 0.050' SH-5400 Scats: NTS ghee 2 OF 12 pseiry Na MD-SH5400-01 Mr: A CERT. OF AUTB. #29206 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION1 I- EOGEDISTANCE ANCHORED THROUGH FRAME INTO 2X WOOD FRAMEORBUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT FLANGE FRAMEon—A SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a EQUAL-LEGIBOX FRAME SHOWN EMBEDMENT EDGE DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETMMU. 114• MAX SHIM ❑� to SASH VISIBLE uGHT wIDTIt 0 44 BALANCE L— TYP.ANLHORTTP SHIME EMBEOMEMDGE EMBEDMENT MBTYP.ANCHORTYPE. EDGE DISTMCENTANDEDGESTR piSTANCEPER RATE DISTANCE PER SUBSTRATE, SUBSTRATE. Ix SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. 2U l OPT. SASH TOP FLANGE J LIFT FAIL AS FRAME IFOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR ®3.55• 1)USE ONLY FROMENDANDAT SUBSTRATE -APPROPRIATE CENTER ANCHORSUSTEDONTABLE2. FORWINDOWS SHEET 2. FOLLOW EMBEDMENT AND OVER MCI` EDGE DISTANCE LIMRS.ANY ADD ADORIONAL INSTALLATION OPTION SHOWN MAY SCREWS®183/8• BE USED ON ANY SIDE OF THE FROM END. WINDOW, FOR WINDOWS WITH BOTTOM LOCKS: 2)h6ASONRYANCHORSMAYSE ADDADDRIONAL USED INTO WOOD AS PER TABLE 2. SCREWS @ 8.318' SHEETp ALL WOOD BUCKS LESS FROM END. THAN 1-1IT THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK USEEITHER OR GREATER. IX AND 2X BUCKS LATCH OR ('MIEN USED) SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: e-5IS' DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADINGTOBEADINO NOANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS FLANGE OR EOUALIEG WIDTH FRAMESILLS ®SASH: BUCK WIDTH -F1T2' @ FIXED LITE: BUCK WIDTH -4-31W HEIGHT IEQUAL.LRE) BUCK HEIGKTR-345115' WEIGHT EXTERIOR FD(EDVISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX SUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. EMBEDMENT'%' r� v4� 17 EDGE DISTANCE LIGHT WIDTH EQUAL BUCKWIDTH _ LEGIBOX FRAME HORIZONTAL SECTION A -A SHOWN DADE 114' MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL #IGO0.IX125TEEL IM•MAX. SELF-DRILLINGSHIM SMS(O.B),SEE TABLE 2.SHEET2. JF� aHip EXTERIOR fl INSTALLATION V OPTION 4 ANCHORED THROUGH FRAME INTO METAL 01 I � C(6f?16 I' 1070 TECHNOLOGY DRNE N. VMICE, FL ] 275 "AemiMILLER. PE. Ceti. OF AUIH. J29298 TYP.ANGHOR • EDGE SUBSTRATE, DISTANCE SEETABI.- SHEET 2. PRODUOTBEVISED ' 0o aemplyiag wIW Me FlcriJe Bui1JmBGde AW:ePmwNo f(a•O IAi'BD2D EMgrN Dvfe U FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Rue Dom: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 SwVea/Na4ah Scala Sheet p V, No. Rer. c14-R4nn NTS 3 OF 12 1 MD-SH5400-01 A FIN INTO 2X WOOD FRAME OR BUCK -STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME nn SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a NOTCHESAT EACH END. INTEGRAL FIN FRAMESHOWN & J-CHANNEL FRAMES I INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO EMBEDMENT 2`IWOO NOTE2. DR BUCKSTRIP. SEE NOTE 2, THI9 SHEET. I 1/4'MAXSHIM INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INT02XWOODFRAMECR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4°MAXSHIM -- TYP. ANCHOR TYPE, SASH VISIBLE EMBEDMENT AND EDGE 15 UGHTWIDTN - C DISTANCE PER SUBSTRATE, o 1 SEE TABLE 2, SHEET 2. (SCREW SHOWN)) 44 BALANCE O TYPE VARIES 1114'MAX SHIM 42 WITH SASH 30 TYP. ANCHOR TYPE, DISTANCE EDGE WEIGHT 54 EMBEDMENT AND E31 I� DISTANCE PER SUBSTRSIR ATE, • SEE TABLE 3.HEET 2. EXTERIORSHOWN) 10 (NAIL SHOWN) ^ BT FIXED VISIBLE ` O 19 20OPT. SASH TOP J-CHANNEL 1 UGH T WIDTH UFTRAIL FRAME FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR ® 3.57 BUCK WIDTN 49 48 21 FROM CENERND AND AT 1)USEONLY_ HORIZONTAL SECTION C-C SUBSTRATE.APPROPRIATE O 1 22 FORWINDOWS ANCHORS LISTED ON TABLES 2 & 3 OVER 38'WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/4'MAX. DADE APPROVED MULLION, FBC COMPL ADD ADDITIONAL AND EDGE DISTANCE UMRS.ANY SHIM 1 MY BE VERTICAL OR HORIZONTAL. SEE 45 46 47 O SCREWS 0183/S' ESTAUAONANYSIOEOFHE MAY 35 FROM END. WINDOW. FOR WINDOWS WITH a O BOTTOM LOCKS: 910 OR#12 STEEL _ 1B ADD ADDITIONAL 2) MASONRY ANCHORS MAYBE SELF -DRILLING SCREWS 0B.N. USED INTO WOOD AS PER TABLE 2, SM;(GS), SEE �- FROM END. SHEET2.ALLWOODBUCKGLESS TABLES 2&3. THAN 1-IQ-THICK ARE TO BE SHEET 2. CASH CONSIDERED 1X INSTALLATIONS, 4SIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLYTO EIGHT SUBSTRATE. WOOD SUCKS L 15 LATCH (SHOWN) DEPICTED AS 2X ARE 1-112'THICK ORBOTTOMORGREATER.IXANDUSUCKS LESTED NITS). EN USED) SHALL BE DESIGNED 30 85 B3 LOCATION: N: TO PROPERLY TRANSFER LOADS FINANDMO LOCATION: e-91B' FLANGE REMOVED FROM SASH END. TONLD STRUCTURE. IN -FIE DESIGN AND INSTALLATION IS THE OR PONSIBILITY ARCHITECT OF F THE RECORD. RAMS HFIN NOANCHORS ORARCNRECT OF RECORD. FRAME SHOWN 1/4° MAX. SHIM If EDGE DISTANCE EMBEDMENT j NCHOR TYPE, *WEG� EMBEDMENT AM EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3. SHEET 2. SHOWN (NAIL SHOWN) REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGHFRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION? ID OPTION 1/4°MAX OPENING) IS MEASURED FROM ANCHOREDTHROUGH ANCHORED THROUGH FRAME INTO BEADING TO BEADING. METAL (INTEGRAL FINIFLNJGE REMOVED) I-..,. INTEGRAL FIN INTO METAL TYP.ANCHORTYPE. =� EMBEDMENT AND EDGE EDGE( (STANCE PER SUBSTRATE. SEE TABLE 3, SHEET 2. EMBEDMENT (SCREW SHOWED INSTALLATION OPTION 5 VERTICAL SECTION D-D INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH -FILE' ® FIXED LITE: BUCK WIDTH -4-W9' HEIGHT IEOUAIAREI BUCKHEIGHT2-3-0M18° ! �J IISe 1tQ•6�-ib /: 1070 TECHNOLOGY DRNE 1.,•111.,.; N. VENICE, FL 34275 41) /'A./L�NN,N144ER: P.E. CERT. OF AUIH. J29296 P.E tl53105 PRODUCT REVISED a wmPlYio9vriN tlreF(m'IM uwHam&Qo4e 14.0 td-.04- AaePrmePNb 7 Eapimlion Owe •2020 MB woi eProducl Cantrd NEL & INTEGRAL FIN FRAMES JJROSOWSKI we HUNG WINDOW INSTALLATION - NI 05/15/15 Smb: SM1wY. Omwle9 No. Rev: A00 NTS 4 OF 12 MD-SH5400-01 A 1/8' A_ GLASS — 1/2' AIR SPACE- 1/8' A_ GLASS- aEXTENOR GLASS TYPE 1 EXTERIOR a TYP. GLAZING DETAIL GWINGNOTES; A•=ANNEALED T=TEMPERED +( WCNOM 1/2" AIR SPAGE- 1/8" T GLASS - a EXERIOR Iw NOM.GLA59 BITE TYP. GLASS TYPE 2 3/16' A GLASS — 3/8' AIR SPACE- 3/16- A GLASS- 0EXTERIOR Y4•NOM. GLASS TYPE 3 ` I m 1070 TECHNOLOGY DRME N. V ICE. FL 04275 " .. (941)-460-1600 M11,EB:PL.11 I':EL'68105 CFRT. OF AM. /29296 -I L4•NOM. r- 3/16" T_ GLASS- 3/8' AIR SPACE- 3/16' T GLASS- aEXTERIOR GLASS TYPE 4 IAtODOCTREVISED s®nnlyin9wiW me F'Io,ila o pmw,m .04- BVi m DblG•o ry6ali000m 2020 on.: a4wlo�: By M,omi Pumrti' Dab: Rrvlalon: omVn By: G DETAILS J ROSOWSKI OeG: HUNG WINDOW INSTALLATION - NI 05/15/15 9cMs SMeC OmNnp No. Rw: i400 NTS 5 OF 12 MD-SH5400± A Nple Raq nor v w x .3 SECTION DETAIL FOR WINDOWS WITH LEVEL R7 REINFORCEMENT & GLASS TYPES 1-4 (REINFORCEMENB SHOWN IN FIGURES AROVEAPPLYTOALLFRA WPES& CONFIGURATIONS) �uw ail } Q 6I 1070 TECHNOLOGY DRIVE '' N. VENICE. R 34275 (941)-480-1600 A.LYw WILFR, P£ pul. CERT. OF AURI. 929296 H dr PNGDDLTRNVIS6D Ru�omplying�eUOe Florida ldvig CWc pn¢q� aaPmvm No - 'e2a20 @.PunHm Oae o> Miwl PmdwGmo-nl I PRESSURE TABLE J ROSOWSKI Oob: HUNG WINDOW INSTALLATION - NI 05/15/16 SroH: 7Dvv D Na Rev: 400 NTS 6 OF 12 M-SH5400-01 6 A Iom.STR.• pNmYnl axman. oemwamsxi.n �am� ea x+W PM OetlpllPnmmelmentt) NlntlaweuplYitlul 3e In n y0 n +i b 4515 ]16 8@uIN+ 1]91 •mO •m.o 1m.0 •m .O -I m.n wfA -Im.O m •0 Inn wf D -Ia0 •650 A+gg61YP n.fmR •me 4 asm 1w5.01 nr➢D .mn -Ima Wn -Imo em0 9xi0 wsD •m.0 I�m swam. Ilnu•le.ele .mo Imo .6m •uo wfn .Ixio •mo IN wsa Ino wvo amo mmNmrow Wn. ndm .ua Ima •uo .Inn .uo evn nvn .mo amo wsa nxio •mo .I7m I�muln. nan.zsme -+nn •o nnn •ua Ima .mo •Ino .ma •m.o -Ina a mn mle wao two xin mo -woo .mo .mD •em .ImD a .nu . n n.rle FgolPl+ Imr.mux amd waa InA •mo -Ima .mn -Ima .eso .Ixio .uD .Im) eIVNNIbYw uan.naw •ma 4. -Imn .mo .wa .6m -Ima .uo nu8 ..able -Imn .4 w5.0 .Ina 1-Ima Ima .mn wm wfD amA nsnaln wm .m •ne .es.a .mD .urn •em -um .nm .ea.o mo w.n.W -Im➢ «50 -Ima .050 .IxoO .esa 11. .nni •ma .1mA uwam�w. van.mvu •6vo uzm «so amo .mo nun •wa .mo .aia amo ww ulna .ua N scnAm men -male wfn nma wm -Ina .mn am wm no .w ama .em -Ima .uo mA matlNP..ma n.ert.xObu •u.o nummaaaD •Iw.u6ev5M11senaanu --.nnIImmm0.oaoo -�annnIfnmvmmxiaooaDo J-naImmRximm..aonnI .w...6Nue8mv0Ooo Nw•w•mmffeanDAo meIDTz1 Ya9tlYamma1 lIiumonnr-N--nIvrdnmll w.•aeis.oDo W•..mmummna0nA m •••w.mamma.n0aa 4 n-nm n--91no%naaafee .•w..w.m6wmuM1mmaa0nn .-mu .1. am ias mvwm.omaNzIamWJwDm6WuucwelamI mz.e m+r .ma aae w + wm -m 1.. lae .ua .ne g msea ilnii awn .mn .mve g mme.nam wm .Ina .un .mo .mo nlm .un nwl mn n ave ma mo P oouo. nen.vmr me .Imo -Ixio uma .mn .Ina •mo amn w.o .m.a .eea zpWm. vnn.zmle w80 amo .eta wf.o -Im0 .810 -In0 .Imo .ue .mD aln a.m.ae. xmn-rile .evn -'� .aan 4.. wa ana .mn .IaA «+o nma ;moo .mo au wms metl+L P,or' van.R6w efn Ino mO .m0 Ima wsn Imo .mo .Ima wfa amx •mo MI Hm - .m •m.o nxio -+mo n -mo I a .uD me me nxio nxio .mD dm .am nae •uo nma «m nme .mn Ilvr-Izaw wvo nmo .mo .Ixio .mD .ua •em -nm .un r -mE« w8o •Im0 •600 -11n6 «SO .Oil 968 •mD Iem 51 ftlap ildlr-Wm .mA •m.Y -1mo 0 1me IW •em •m0 del wlo im sanfau slaw .eea nma .m.e .Im.D .Imo •ua m: ane a .e5n .Im m mem zmn-nme .eea nmo .wn n .mo nm.e 1..ad 1.nml wsD ar+ ran.am+ .Ima .u. sz.� 'u Gglwneb Inn11.1 al •em .1]OA10. nmx 400 .m0 «40 -Ina ie8 wn0 Jai CUYmBW ]DTI-IibK 0A we d20 •m0 .Im wfn die wV m.a Nn IIRf. neW •m0 •en •m0 -Re •m.0 JOA •m0 -m6 am .me -Ilse WO •mD .m0 .m.o Wn-mnm +ao .mo nm.z •mo .me1. -Imo .no ma sw+aa uan-wale 4= aeA to maw-unn •mo -Inn .mo +m wm au .ne uwmNam+ em.mnea xvan-emle waa �-1m1 .mo nme .mo wnD .mo .eaa wva au Tian -mew wm 9m Ima «vo air .mn am au wm au ekmn m.mnle .uo wSo 9m wx0 au .m.0 a.l .uo au wM10 •uo dLe sawn .ua .Ino .mb wvn wio mr ma •mo .mo ane c.mo, 61.. snvn-ze.an •ma .me aw .mo •em wvo aev .mo m.m+.— v le-Aiu •u0 -0Il.l •ma aV IM -rnv •m0 an1 .uo .na am wm am ave mm� -aloe .InA •mo ae .mo .W wen .mo am aEk TA LeT,anrsl urvn/wl:rlmn unuur IUII.•aunnllll. •. MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-60.13E JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALLFRAME TYPES d CONFIGURATIONS) I NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 0 OR INTEGRAL FIN. I � 2)FRAME DIMENSIONSARE BUMSASH HEIGHTISASPERTHEFIGURE. - .lTr_I11. 1070 TEirf F-CT'DRNE N. YENICE, R 342]5 3)FORSIZESNOTSHOWN,ROUNO UPTOTHENERTAVAIABLEWIDTHOR 'Ii'' HEIGHT DIMENSION SHOWN ONTHETABLE. A."LTNOI )ILl1�A,5RE n.emtm CM. OF AUM. 129298 1 IT PRODUa REVISED N..... yfx3 WIS me Flm dJ IlWlainy Ltxle Amslnnnn Na /6•o q.o4- mbnDom �D 20 Ry Mlmni p.Adlml (bn I DESIGN PRESSURE TABLE I J ROSOWSKI I HUNG WINDOW INSTALLATION - NI 105/15/15 NTS 1 7 OF 12 /Q1 000�o0�00�000000 �©000�0©©0©©v00Y0©Y©D DODO©OO©DODO v©0�0OD©©���0©000000©YD©ODuO�© ®0®ODODV ��®ovoouoouvvvuuvvuvvuvvvuoovovuvouvovuuvvovuouoovoovvouuovvvvuuuv O©L1'rw^T'J©13ESt4J©OD©DODO ©�®DDO�u�O©u00000©Du0000 ...�IPiSlwpvvouoovvovvovvoovoov ®u®uuovuovvvvuvvuuvvvuuvuuovvouvuvuuuuuvuvvuuuuouvouvuuuvuvvvvuuuu ouoouoovu ovv ovvuvvovv ovo ovvouuo0uvvouvovv l uvouvovu ra�nvuvuovuuuuuvuv .■vvovoovuvvvvuvvouvvvovoouuovvovuovuovvovuovvuuvvvr Uvo vvovvvvvvuvvvvuvvuuuvvvouvuvvuvvvvvvovuuvovvovvu• vuuuuv uuovvouuvuvvuuuuvuuvvuuovvovvrvouuvvuuuuvu �r�uvuuvvvv �r�uvuvuvvuuvovvouvovuovuuvvuuuuuvvvuuuvovvouvvuovvvvuuuuuv � ��ouu0000uvoouuouuvuvovovoouoouvvuvovvovvovuouovvvovvuvvvouovvouv ��uuvvuuvvovvvuuuuouvuvvuovuuuvvvuuuvuuvvvouuuouvuvuvvuuvuvvvvuuu 0vuuuuuvvvuvvvvuvvuuvvuuovvouuuuuuvvvvvuuvvuvovvovuvvuvuvuvvuvvv, �wvovvouuvvvuuuvuvvvuuuvouvovuuuuvuvuuvuvuvuuouuovuuuuuvuvuuvuuu, ��vvouvouvvvvuuuuvuvvvvuvovvovuvvuvvvvvuvvuvuvovvuuvvuuvovvuvvvvu uuuvuvu uvovvouvvvouvvvuvvvovuvovuovvuvvuvvvvvvuuuuvovvvvvuvvvuvvvvvvvu, m�uvouuovvvuuuvvvuvvuuuuvouuovvuuuuoouuuuuuuuuovvuuuuuuuuuuuuuuvv �®ov000000uoovoouoovovvovuuvoovuouvovvovuuvuovoovouvvouuoouovvoovl v�uvovvouvuvvuuuvvouvouuvuvoouuvvuvuvuuvvvuuuvuvuvuuuuuuvuvuuvuvu uvuuvouuvuvuuuvvvuuvuvvuvuouvvvvvuuuuuuvovvvouvovvuuuuvvuvvuvuu ��amvvuvvovvovvvvvvvvvvvvvvovvvvvvvvvvvvvvoovvnvovvvvvvvvvvvvvvvvvv �Ra�cmvvvvvvvvvvvvvvvvuvvvvuvovuuuuuuvvvvvvvuuvvvvovvvvvvvvvvvvvvvvvv u®vuovuo Hun vvouuuvvuuuu vuovvovvuuvvvvvuvvouv �vovvov©vuvvvvvvuuvuv ®®vvouvvvuvvvvvvvvvuvvuuuouvovuuuuuvvvvuvuuuuvovuovvuvuvuvvvvvvuu ®�uuovvoovvoovovvuvuuououoovoovuouuouuouuovuovovvoovvouvovvovvuuu _- ��-7uouvouuvuuuvouuvvvouuoouuovuvuuuuvuuuvuuuuvr° �uuvvvuvuvvuvuv �®[wouvouvvvvvuouvuuvvvuvouuovvvuvvvvvvvvuuuvv��ovnuuvvvuvvvvvvuu �c��^.�.^�m.4ae�uouvovvuuvuuuvvvuvvouvovvouuuuuuuuuuuuuvuvui.�.�+Uuvvuuvuvvvvvvv I >�a®vvovvovvvovuuuuvuvvvuuuovvvuuuuuuvuuvvuuvuuvuuvouuuvuuuvvvvuvuv '1 r�®uvovvouvvuvuuuuvvuvvv vvovvouuuuuuvvuouuuuuuuovvouuuuuvovvuvuvuu vovuu uuouuovuuvuuuvuvvvuuu vvouuouuuvvvvvvvuuuvv ���uuovuouvuuU013 ov�ououvouuuvvuvuvvvuuvuvuuuvouuuuuuuuvovvvvuuuuvvovvvvuuuuuvvvvvu 13 0voovoououvovuovvvvuvvvouuoouovuuuuvuuvuuvuvoouoouovvovuouuovvov ��vuovuovovuouvovvouuovvvovuouvvvvuvvvvvvvvuvuouuouvvvvvuuuvvvvvu m�muuuuuvuvvuuvvuuuuvvuuuvvvvuuuvvvuvvuuuvuuuuuuvvuuuvvvvvuvuuvuvv uuovuouuvvvvvvvvvvvvvvvouvovvvvuvvvuvvvvvvuvovuovvuvvvuvvvvuvov ��uvovuovvuvuvuvvvvvovvuuovvovuvuuvuvovuuvvuvvouvouvvvuvvvvvuuuuu ��uvovuuvuvvuvuvvvuouvvuvouvovuvvvvuvuvvvvuuvvovuovvuuuvuvvuvvuvu ��ovuovuvvvovvovvovvovvovoovoouuouvovvouuovuovoovoovvouvvvuovuouv a �uvvovoovvouuvvvouuvvuouovvoouuouvouvov©ovuouovvovuuouvovuovuvuu ®�ovoovoouuvvuovvovvouvovvvvovvuovvouuouuovuouoouoovvovvovvouvvuv 0®uuovuvuouuovuouuouuvuuvouoovouuouuouvoovouuoouoovovuvvuvuuouuov t»�voovouuvuvovuovuouvuuvvovvovouuouvvvoovuouuoovoovouuovvovvouuvu 1nunuvouuouvouvuvvvovvvvvuvvvuuuvuvuvuuvouuvuuovouvuuvuv v�uvuuvvvuvvuuuvuvvvovouuovuouvuuuvvuuuvuuuvuuuvvovuvuuvuuvvvuuvv onouu000©onoo©oo©onnn0000nnoo©0000nouo©onoo©on000nmonnoo©on000u �111�9=Emauumu Onnnn�O nnnoonnon00000000nnoou0000nnonnon00000n©on000©an© �O�OOOv�DOV000000�00�000 DD�Ov000�000000�0�DO©ODDvv�00�vv©0Vu00©OOu SEE TA6LE4, SHtt tironutiltiry rNcaaullCa nn[ry aainv Inca iroic. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT. 50.136 NOTES: 1)USE THEABOVE ANCHOR QUANTITIES REQUIRED .......... • TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. r �' 2)USE THE ABOVE SIN(.ANCHOR O.C. SPhCING......._•TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. �. �� : 6IIHIt6 j �" 3) FRAME DIMENSIONS AfiE BUCK. 'MR°=MEETING RAIL. .'; t'• q FOR 56E5 NOT SHOWN, ROUND UP TO THE NEMAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.';',; I. .„j�,;__. ° 14"5) REFERTO TABLES 233, SHEET 2 FORANCHGR GRWP DESCRIPTIONS. A LVNN Mi6ik Pz, P.EOM70 "' TECIINOLOOT ORNE N, VENICL FL 140, (841)-180-1000 CM. OF AURL 129296 AVLAaNcrO.C,BWwenn "a„w"r'r aws •NhBIN RT In.Ih= PRODUCTRBVISED umnlplyilig wiW mP Fimiea wtemB� AaxPlonolTb )6•0�14:04 IaP�rvl:a oar a ,2020 Mi iMH PlwaKi' R QUANTITY TABLE I J HUNG WINDOW INSTALLATION - NI 400 Bwb:NTS 8 8 OF 12 IVIMD 7 SH: 05/15/15 A 000880moma�00��00��00��00��00�a00��00��00��00��0aM�00RR00�� S � OH0O00 ®��ov000000000000u0000voou0000000uv©��v�ovovvou0000uu000vvvoov0000 �o�oovv000u000uoouuvouvoovouv000uuuvuvvvvvvvvuu000uuvvvvv0000vvovv IOEM KKR�vuvvv000000000vovv0000000000v000v0000vvoov00000000vvovovvv0000v �vouvvoou000u00000000000uouv000vvovv000uv000uoovoouvouoouvouvovo �ouvououovuuvvvvvvvvvvvuuvvovvvvvuvvvvvvvvvuvovvuvvvovvvvuovvuvo p�000v000v000000000000u � m v�vvouvvvvvvoovovvovvovvuvvv000vvoovvvvovvvvvvvv000vovvou00000000 �cau�uoovoovoovoovovvvovvoou0000uv000000nu000000uouv0000voovv000vvoo ®�v v ca�mvuvvvovvvvvvvvvvvuuvvvoovvoouvvvvoouuvvuvuuvuovnuv0000vvuvovuov ��4JoouvvO000vuouou0000u0000000vvv00000vuvu00000000uv0000uuouoouoov uvoovouoouuoovuouoovoovu000000uvoovu000uvovvvuouoovuovvouvuuuouo ��... ®IF-uoovo"oouv000u000v000 m�e�mouon v�vvvvvoovvoov0000000000voovvv000v000vvoovv0000000000000000000000 � IDouo �ovouoouunuov00000v000vvoouuvov0000v000vuvu000uv0000uv0000uvouvv �ovuovuuuv000uuovuoovo ..ououvouuuuouvoouuouvuouovvovuvuovuvvvuuvvvvvovvuvuvvvvuvvovuvuv wovovoovvouvovvvovovoovvovoou000uuv00000voovov0000vovovvvvvoouv 00000000000voouvuuvvv000000vuvuvvvvoov000000000uuvov0000u00000v ouououuuvuuuuuuuuuuvu ou000uuoouuuouuuuuvBuonouoouuuovvvvuuvvuuuvuvuuuuvvoouuuoovuuuu ouv0000v000uovu000000000uvBoouuovvouvovu000uvovovvvou0000vuoovv ov000vvoouvoovoovouv000000nouovoovouov000u0000uvv00000u00000uvv u000uuoouuvvuvvuvovvovov0000uvvvvvvvouuvvoouou0000vuuuuvoovouoo ov00000000000on000vvuoouuoouv000u u0000000uvoovvovouME191 uvovvuvvvuvovvvuvvnouv000vovvnoovvvuvvoovovv000000vuouvvoov0000 0000v000noouUnix 000000v©oov000voouvoo nun 000©0n©0®0�©vvvvvvOvv nuuvouvvvvvvvuuvouvovunvvvouovvvve�vuvuvuuvvvunvvvvvvvvovvvvvvvv vvoov0000u000vovvuoovvuvvvovu000vovoovvvuvvvoovoovvulNuoovuvoovv vvouoovu0000uoovuoovuv00000000u000vuvouvuouu000uuuou000uuuov000 voovv00000vouuvuvv000uou000vuu000uv0000voovvoovv000uoovoouov000 ov000uvvvvnouovvoovoovvouovvvouvvv000u oov0000000v00000000000v00000000vo voouoouvuouuoo ouovuu000uouvuouuuvvvouou000vu vu000vvouvoovHuuovuHu oov0000000000v0000v000uuoouov000v0000©v00000000vv00000v000uov00 0vovvovvvvvvovvvvoovuv000uvvvuvovoovuuvvvvovuvvoovvoovovvouvovv ouoovou000uuoovoovovvov000000000v0000v00000voovoovv00000000v000 vv000n000uvuvovuvoouuvvuuovvoovoov000000vv000v0000u00000uuvoouo uvuovuuuuuuvvvvvvvvvovvuvvovvouovvouvovvvuvvovuuovouuvvvouvuuuo uuuvuvuvuvoovuuvuuuuouuovvuuvouoouvv000uuuouuvuouuovuoouvvuuuuu ovoovvouovoov000u000uovoovuuuvovvovoovvouuv000u00000v000uouv000 ov000vvvoouvovoovovv000vvuvovovvvvvvovvoov0000vvvuvovov0000vvvv nouuoovoovoovoovovvv0000000vovu000uvvouvvv000uvouovvvovvov000vv ovvouvovuououvovvvvou0000voouoouuouv00000u0000uvoouov00000vvvoo vouovv Hsu UNIE uvvuvvuvu uoououvououvuuuvuvv00000vovoov0000vvoououoovouvovuovvv noun U uuoouvovuuuouuuvuvuuououo oo©ouv000000000uvoovuvvuovvovovoovuuovvoouovv 000voonov000vvvuvovovuvvovuuuououvouuuuv000vo ovovovuuuuuuuvvv000uo ouovov000 o000000vovo©vovouvvoo oovuovuu03 vvovvuU 000uoovvuvvuuuvvouuuoouvoovvvuouvuuuuuv000 vououvouv uoo©u0000u000uo ou00000uvoouvuuovvouououuuuuvvvouuvvvvu "on uuoDuuuuuoou oovuvv000uvv000vv0000 uvvuou oov vvuouvov00000uo vvvouvouu nun oovu000000KNOU 000uov000uuvvoovovv000uv000 u000uu 0000vo non 00000000000vvvoouvuouo uuuouoouvuovuuuuvuvvv "nun ovoovo©ovo0vovoou000© uoouuv uoouuuo©uuuouuu0000uu voouvv0000uvuoovouuuv 000uuou000u0000vuvouo u Uouou000uouv noun 000000000vuouoo vuv nun uuouuuuouuuu v0000uvuuuuv "MIN. SASH HEIGHT -WINDOW DUCK HEIGHT- 50.198 NOTES: 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED........... TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE THE MOVE 'MA% ANCHOR O.C. SPACING ......... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK TAR'= MEETING RAIL 4) FOR SUES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 28 3. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. 1070 TECHNOLOGY DRIVE' N. VEMCE• FL 34275 (941)-MO-160D CERT. OF AM. 129296 AnLPn[IIap00.9paeF0 b1 p=pp ^InnOnlFb•F9mMlFn ar PRODUCTREVISED nawnNyingrviW0[Fln a DuiIGnO Cotle Expinlin Dan � g01b Dy. Mielgj a[Pnawlc,,,pp I ANCHOR QUANTITY TABLE I J ROSOWSKI [SINGLE HUNG WINDOW INSTALLATION - NI 1 05/15115 1 NTS 1 9 OF 12 A .0fiY 1.48 u I, c _ JCMMNELFRPIAE -r 1.3)5' OHEADIJAN9 3A8r -ILA .06z• r �111\ In 2A44• .825 JCHAN II II i NEL T IJ 1a)5 OFRAMESILL IJ III M U FLANGE T- OFRAMEBILL te3D• .085' .OfiS' �1.3T6" o � � e)d• 0]5• 1231' tAOY 1d FMM MEETINO RAIL 18 SPSH RAIL .864' .301• .316 .300• 4 Mr .026- )3 10 BEAD 81 SCREEN F� BZ SCR EN FRAME Hui 3 FIN FRAME HEADIJAMB 3.500' .OBY ei2A,�J_ 4 EQUAL LEG FRAME REPO/JAMB 3A83• 2A46' 1 OEMA LEG FRAME SU T15' OuGrrt sAsn � REC4FORCEMENT 070' 1.18Y r- 0)0' .79 �u IIJJ----10J�� 130' i ,Illl 1.331• 1.390' UANDMO 2fi MEETING RAIL HD MEETING ML 2T REINFORCEMENT REINFORCEMENT �M 1.3I8• 6 2.10O' 2.178' .4)1• I I1.47T �{ _ I� 1bfi5' T r I�"(�'� 355• ( �Y}71�y'��J1rA 560' I 'YT .0)0• .050' .OTO' J � .050' J 18 SCREWCOVER 19 INTERLOCK 20 NBa1ERLOCK COVER 0 INT 0IM LOCK COVER 1070 TECHNOLIIOY DRNE N. VENICE. FL 34275 (941)-MO-ICOD CM. OF AM. J29296 rnooucrnEvlsEO - ocmmNrva:rimmcFl¢ridd DwdB�9rAu¢ RwIZE M1k 0¢fnftevYbn: EeNrnlweW¢ wQQ 1➢➢ Mi ¢FraCittl ftwleea By Ooh RmWw: Dee�rPu¢m .e Br. WINDOW EXTRUSIONS J meROSOWSKI fty¢; OVIe: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 NTS 1 10 OF 12 n TABLE 6, I AaLc n: BIII of Material BIII of Material, coot # pad# Description Matedal # I Part# Description Materiel 1 2 3 4 620101 111102 620103 620104 Single Hung Frame as 8 Jambs - C Anne Single Hulg Frame Head & Jambs - Flange Single Hung Frame Head & Jambs - Fill Single Hung Frame Head & Jambs -Equal LeglBox P PVC PVC PVC 45 48 47 48 720197 720198&9 720785&e 78X7780PTX Auto Lock Mechanism Sweep Lack Auto Lack Carer Assembly #6A 1-1/8" Ph. FH SDS (Auto and Sweep Lack Screw) c Steel Cost Tine Cost Zinc SS 5 620105 SH/DH Freme Sill -J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Mn: 6 620106 SWDH Frame Sill -Flange PVC 50 76X44PPA #8 x 3/4" PH. PH SOS (Keeper Screw) SS 7 620107 SWDH Frame Sill - Fin PVC 51 420181 LJR Beveled Till Latch Caner Key PVC 8 620108 SWDH Frame Sill. -Equal Leg/Box PVC 52 420182 L1R PUII Reif Till Latch Corner Key PVC 14 620131 Fixed Meeting Rall PVC 63 7634PHFL 96 x 3/4" Ph. FN SOS (Comer Key Screw) SS 18 620129 Sash Rail (Sides, Tap 8 Bottom) PVC 64 420189 T4l Latch PVC 17 620134 Balance Cuter PVC 66 420784 Tilt Latch Rmelner PVC 18 620133 Sash Stop/Screw Corer PVC 68 1 720207 1" Till Latch Spring SS 18 820156 Ivan Hail Interlock W05 T5 Al 571 420188 Plastic lilt Latch Finger Pull PVC 20 620144 PUII Rell lmenOOklCall PVC 6B 720192 Mele17111 Latch Finger Par Cast Znc 21 620157 Bfiveled lnledock W05 T5 At 69 420180 Piwi Ber Comer Key PVC 22 620145 Beveletl Interlock Cater PVC 80 720208 Plwt Bar SS 23 820160 Light bash RelnMmemenl 6083 T6 At 83 720191 Sash Put Handle Cast Zinc 25 620152 HD Sash RemOmemeni 6g83 TB At 84 720194 Sash Par Handle With latch Assembly Cost Zinc 28 820153 urenOam magmg Rail Retnlomement 600 TT5 At 96 7634FPT #8 x 3/4" Ph. FH SIDS (Pull Handle Screw) 6S 27 620154 HO Meeting Rall Reinbreemenl 6005 T5 AI e8 420188 Bottom Latch Strike Plate Cost Enc 30 61644 Weathemirip, .187' x .27D' Fin PlIs 87 78588 #8 x 618" Ph. FH 6M6 (Strike Plate Screw SS 31 60300 Weatherelrip, .11) x.300" Foam Bulb Flex PVC 73 U0136 I.G. Bead PVC 32 61719 Weatherstrip, .187" x.220' Pal us 74 Beckbeddmg, GE 7700 ar Dow 791 Silicone 33 7lB25 Weatharsitlp Plug, .220'Finseal 75 7164ON Basin Block 718"x VA 1/8" 85+/-5 dum EPDM 35 78XiMTTT 7" Ph. PH SDS (Interlock MounWg Screw) #8 'I 80 81012 Extruded Screen Frame Alum 36 7BX3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 4" SS 81 81011 Ro14Formad Screen Frame re Alum 37 71669SP Meng Hell Screw Support Plate Meeting 6063 T6 Al Bi MWI-821 Screen Caner Key for Extracted Frame PVC 38 720210 Weep Hole Cover PVC 83 47042 IScmen Comer Key with Put Ring PVC 40 720)DOOD( Constant Force Balance 84 77041 Screen Comer Key without Pull Ring '" PVC 41 98 x 3/4' Ph. FH SMS (Con. Force Balance Screw) S6 86 7CASPM Tenebn Sp4in9 66 42 Splre1Balance 86 81818C4B reen Cloth SMO Fiberglass 43 720205 Splrel Balance Shoe Nylon 87 61635181614 .MO -Screen S Ina Machine/Hand Rolled Vinyl 44 78XI14FPAX #8 x 1-114" Ph. FH SMS (Spbel Balance Screw) 410 SS Part# Description Material 76 Kommerling 4SG TPS Spacer System 77 Ouenex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Ouenex Dureseal Spacer Materials 78 Cardinal )L Edge Spacer NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD.. TO BE LABELED FOR AAMA EXTRUDER CODE. 211TEMS 4 9-13.15.24, 28.29, 34. 39, 61. 62. i & M72 ARE NOT USED AND ME NOT PART OF THIS APPROVAL SILICONE HOT-MELTBUTYL STRUCTURAL STRUCTURAL SILICONE 3116-NOM. POLYISOBUTYLEN 1/4"NOM, FOAM WRH WRH OESICCAM DESICCAM EXT. GLASS EXT. GLASS /// � [[.GLASS KODISPACE SUPER a 4SGTPS n SPACER®NXT'" HEINFVIKU MtNI POLYISfINT. NT FILLI'• - BUIYLE5119. NOM. 5116"NOM. SE BUTYL& LICONESEAL SICCANT ROLL-FORME FOAM STAINLESS STEE LASS EXT. GLASS INT. GLASSLA55 DURASEALO re XL EDGE'" Ta SPACER SPACER JR RMaa yy ® a.er IL 1070 TECHNOLOGY DRIVE BA N. VENICE, FL 34275 SIN (941)-480-1600 SMm LYp�Y�Y;MM¢I.ER� F.E. CERT. OF AUTH. #29298 P.EOW05 PRODUCrn6V15DD - m cemMYlme wive 0a elNl®+ OuiIJ0,0 Coda A�Meva+N, 7 O 14. l0e5S/16 A)ADDED SPACERS.M�u Wis. Nalon: 024D- 20 MATERIAL (BOM) I J ROSOWSKI pats: HUNG WINDOW INSTALLATION - NI 05/15/15, Sub: Sawf: amsLp No. ReY. i400 NTS 11 OF 12 MDSH5400-01 A