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HomeMy WebLinkAboutNOA6GANNED BY St. Lucie County M IAM I•DADE MIAMI-DADS COUNTYhawAulill PRODUC • T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eovkconomv 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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-5420 Vinyl' PVC Fixed Window—N.I. APPROVAL DOCUMENT: 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., 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. NOA No. 16-0629.11 Expiration Date: April 30, 2020 Y-7/011Approval Date: August 04, 2016 Page 1 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, Duraseal6 spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis 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 Idalmis Ortega, P.E. (Submitted under previous NOA No.14-0930.24) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb 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 uuel 74ez, P.E. Product ContrdLEjaminer 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. MATERIAL 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 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 04116115, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-501 Edition (2014), dated September 27, 2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underpreviousNOA 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 6/26114, 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. OTHERS 1. Notice of Acceptance No. 14-0930.24, issued to PGT Industries, hie. for their Series "PW-5420 Vinyl" PVC Fixed Window - N.I. approved on 04/30/15 and expiring on 04/30/20. ManuelP ez, E. Product Control xam' er NOA No. 1 9.11 Expiration Date: Apri130, 2020 Approval Date: Angust 04, 2016 E-2 GENERAL NOTES: SERIES 5420 NON -IMPACT RESISTANT VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY%MTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZL 2) SHUTTERS ME REQUIRED WHEN USED IN'NND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY. USE ONLY MIAMI-OADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTN1 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL MOD BUCKS LEM THAN 141 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS M ME 1-iR-THICK OR GREATER. 1X AND 2X BUCKS (MEN USED) $HALL BE DESIGNED TO PROPERLY TRAN IFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS WE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR} 5) MCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114- SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY WE WINDOW. T) DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL MST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13N. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTWE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33- M STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS, PRODUCT. ME 1.6 LOAN DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQIIREMENTS OF WE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REOUIREMENT$ PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY WE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTI.7897; ELM ULTRAMN NOA; ELCO CRETEFLEX NOA; ELM AGGREGATOR NOA: ROYAL WINDOW AND DOOR PROFILES. LTD WHITE & SRONZEMGHTER SHADES OF CM COATED PVC EXTRUSION NOA'S: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVM&PA NOS & ALUMINUM DESIGN MANUAL A J— MAX. O.C. SEE TABLES 4.0 T— Br VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH-4.3/16' HEIGHT. BUCK HEIGHT -"Ir STANDARDS USED: •2014 FLORIDA BUILDING CODE (MG), STH EDITION •ASTM E1300-09 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL ADM-2010 •AISI4i100-07/82Q010 MAX. BUCK WIDTH SEE TABLES,-9 (SHORT OR LONG SIDE) LI�LI MAX.O.C.SEE I I TABLES 0.B III--- 6° MAX D, SEE SHEET, T �— MAX BUCK HEIGHT,SEE TAB(LONGSOR SHORTSIDE) A. SEE SHEETS I MAX. O.C. SEE TABLES 4-9 I D TYP. EQUAL-LEG/BOX & FLANGE FRAME (90°CORNERS) - VISIBLE LIGHT WIDTH 2 VISIBLE LIGHT HEIGHT IMPACT RATING DESIGN PRESSURE RATING NOT RATED FOR IMPACT RESISTANCE VARIESPERGLASSTYPE. SEE TABLES 49. SHE &0 MAXBUCKWIDTHSEETABLES4) _ (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 0.9 VISIBIE LIGHT WIDTH _�_—_—.—.—_t- VISIBLE / LIGHT / HEI HT BMAX MAXOc 6° MAX SEE TABLES �be MAX G.Q. SEE TABLES VISIBLE / LIGHT HEIGHT / HEIGHT.E B AME " TAMES" VISIBLE (CONDOR LONG O LIGHT WIDTH SHORTSIOE) MAx 6"MAx. 125. 1�-1111 �fTTf— SEE TABLES 49 AM MM. MAX. BUCK WIDTH SEE TABLES 48 —..( (SHORT OR LONG SIDE) TYP. EQUAL-LEGIBOX & FLANGE FRAME (CURVED OR ANGLED CORNERS)' -� 1R5°MAX — TYP. INTEGRAL FIN & J-CHANNEL FRAME (90°CORNERS) (ANCHORED THROUGH NAIL FIN) 1.25° MAX C, SEE SHEET, MAX. BUCK HEIGHT, SEE TABLES 49 (LONG OR SHORT SIDE) r 1.26°MAX. MAX SEE O.C. 548 SEE r TABLES 48 / VISIBLE .T LIGH HEIGHT / MM.WCK HEIGHTTASUE,SEE / TABLES (LONR VISIBLE —I .. GHORT SIDE) LIGHT WIDTH :I MM.O.C. SEETABLE549 1.25• MAX. MAX.BUCKWIDTHSEETAE ES" (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & XCHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) JR- 05/05/18 -ADDED SPACERS nTO SHEET 9. Z .e- Y N Q n•y ❑ Q' m o C9 N n °+Po O HH Q O� Z LL � LL O ura0 � UU XN d WZ Q S��NALIENG��� A. LYNN MILLER, PP. P.E.p58R6 TARLF 1- elan Type Description Table Is i 71WI.E.:VWAExledor Cap +5/8-Air Space +l/8-A 4 2 7/8-I.G.:1/8'TExterior Cap +5/W Air Space +11WT 5 3 718'I.G.:3/16-A Exterior Cap +V2-Air Space +311EA B 4 7/8'I.G.:3/16'T Exterior Cap +1/2-Air Space +3/16-T 7 5 1-I.G.:1/4•A Exterior Cap +1/Y AT Space +l/4'A 8 8 1.1.G.: I W T Exle4or Cap+ IW Air Space +-1/4"T 9 CN(:N(1QC INCTGI I Gn THRNI(.H FRAMF 'A'=ANNEALED T-TEMPERED Group Anchor Substrate Min. Edge Distance Min. Embecmenr A #10 SMS (steel, I"S.B. or 410 B.S.) P.T.T.them Plre ( =0. ) 1 e Steel,653 31E O.-(l Steel Stud, 33' 318' 0.04 Ga.) ,60 3-TSt. Aluminum, 6063-T5' 3/8' 0. 50' 0.050' 3/16-steel Ultracon P.T. Southern Pine (SG=0.55) 711E 13/6' Concrete (min. 2.85 kal) 1• 13/8' Urgrouted CMU, ASTM G90) 2-1/2" 1-1/4' B #12 EMS (ateel, 1S-6 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 911E 1318' Steel, A36' 3/8' 0.050" Steel Stud, A653 ST. 33- 3/B" 0.0451" (16 Ga.) Aluminum, G063-T5' 3/8• Dow C i/4' steel Ult2eon Concrete (min. 2.85 ksl) 1" 13/4' Ungrcuted CMU, (ASTM 690) 2-11Y 1-V4" 1/4' steel Creleflex Concrete (min. 3.35 ken) 1' 1V4" 1/4-steal Ulh'acon P.T. Southern Pine(SG=0.55) 1' 1318" 114' steel Creleflux Ungmuted CMU, (ASTM G90) 2-1/2' 1.1/4" P.T. Southern Pine (SG=0.55) 1" 13/8' D 1/4' steel AggreGalor P.T. Southern Pine (SG=0.55) 1' 13'8" Grouted CMU, (AST" C-90) 2' 7 1/4' steel Ultracon Concrete (min. 2B5 kaq 2-0/7 13l4" 114"steel Crelefla Concrete min. 335 knit 2.112" 1-3/4' 1/4' steel AggreGalar I Concrete (min. 3.275 keQ 1-1/Y 131E Group Anchor Subaltern Min. Moe Distance Min. Bnbedmenr E 2-1/7 X .131' Comm Nall P.T. Southem Pine (6G=.55) 318' 2-7118' 2-1/2"R ngaharA Rmflrg Neil P.T.Soathern Pire (SGa55) 3m' 2-7/16' F #10Truu.—sMS (aced; iS S.S. n 4105.5.) P.T. Southem Pine (SG=.55) 1/7 1.318- Aluminum, 6003-W XB' D.050' Steel Stud, Gr. 33' 3/8• 80451- (18 Ge.) Steel, A30' 318• 0.050' #12 SMS (steel, 188 S.S. rc 410 S.S.) P.T. 6cuihern Pine(SG=.55) S/1E 1318' Aluminum, 6063-W &B• 0.063' el S Stetud, Gr. 33' 318' 0.050' Steel, A38• 318' 0.050' - MIN. OF 3THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN Fe=45 RBI. 'UNGROUTEDCMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: 0 0 BOX OR Q EQUAL Q FLANGE LEG JLHANNEL P=L-3 INT 4rIN ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN ABLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 49, SHEETS 6b. r' IDE —1 Imo— SIDE —�{ f~— SIDE --1 + SIDE I— �w --- ---- --� �Mr--- --- T T T T - 0°! _ aQ d N ll i 1 LONE LONG LONG LONG LONG - O F'— SIDE 'I i` SIDE 'I I— SIDE +1 I— SIDE 'I If SIOE 'y KD IBM 1� 1If� l� ll 1 MIN. OF 3THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN FU=4S KSI. . ral N. VENICE, FL 34275 VINYL FIXED WINDOW NOA (NI) GLASS/ANCHORS/FRAME OPTIONS PW-54201-1 NTS 1A 2OF9 IA 21 MD-5420.0 RIL INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EMBEDMENT ANCHORED THROUGH — EDGE DISTANCE .v FRAME INTO M WOOD L FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE FLANGE Q EMBEDMENT DISTANCE FRAME SHOWN Ve MAX 2 SHIM EMBEOMDITANDEOGE. TYP.ANCHORTYPE, OIG-7- EMBEDMENT AND SUBSTRATE, ER BSTRA 6 EDGE DISTANCE PER SEE TABLE 2, SHEET 2. I�I SUBSTRATE,SEE a I� 5 TABLE 2, SHEET 2 r INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO OONCM27IMMU 1/4' MAX SHIM n FLANGE EXTERIOR FRAME SHOWN VV vv ]/S°THICK I.G. NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. GAGE APPROVE 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAYBEVERTI VISIBLE PER TABLE2, SWEETALL WOOD DUCKS LESS THAN 1/4'D BUCK LIGHT THICBE 1x SMAX HIM HEIGHT HEIGHT INSTALLATIONS. IXWOOD BUCKSAREOPTIONALIF UNIT IS INSTALLEDDIRECTLYRV TO SUBSTRATE. W000 BUCKS DEPICTED AS 2XARE L GREATER. IX AND BUCKS (WHEN USED)$ BE TRANSFER OADSTOTHALL PROPERLY LOADS TO THE ' DESIGSTRUCTED ROPERL DESIGN STRUCTURE. WOOD BUCK DESIGN AND URE. INSTALLATION IS THE SI THE ECT OF RECORD. ENGINEER ORARCHRECf OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED [ TO AS DAYLIGHT OPENING) IS MEASURED FROM r 1'THICK LG, BEADING TO BEADING. FLANGE L FRAME SHOWN INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. 4'SHIM C4� SHIM 1•THICKI.G. `]/B'TYA I.G. �0 1LL - NSIBLE LIGHT WIDTH ] EOUAL- LIEWOX FRIAME BUCK WIDTH FRAME SHOWN HORIZONTAL SECTION A -A IN. FOG COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL MD. TYP.ANCHORTYPE, I EXTERIOR EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, 00� a 4 SEE TABLE 2, SHEET 2, INSTALLATION EQUAL- OPTION 4 LEGS4OX �DU ANCHORED THROUGH FRAME SHOWIT MAX, SHIM FRAME INTOMETAL �1/4' EMBEDMEM -I VISIBLE LIGHT FORMULAS R2. WIDTH: BUCK WIDTH INSTALLATION T-a 31• HEIGHT: BUCK HEIGHT-0.3HC OPTION 2 EDGE DISTANCE CERT.OF AVTH, p2929f ANCHORED THROUGH 1070 TECHNOLOGY D FRAMEDIRECTLYINTO VERTICAL SECTION B-B N. VENICE, FL 34275 CONCRETEICMU, (941)-480-1600 R10 OR N12 STEEL - SMS(OSL SEE - TABLE 2, BHEET 2. 1/4• MAX. SHIM tEMBEDMENT EDGE DISTANCE TYP. ANCHOR.TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EOOAL LEGIBOX �J FRAME SHOWN WtUuucl rcuv,acu as aamPlYiv3wiNILe FIoriJe BwIJmp COJe AtteFwn¢Nb 6-O II uun Dae EXTERIOR D V INSTALLATION AY � aI�� OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL 1 A. LYNN MILLER, P.E P.ENfi9]OS NYL RXEDWINDOW NOA(NI) a 919/14 ANGE & EQUAL-LEGIBOX FRAMES S&JROSOWSKI V-5420 N NTS ]2 3 OF 9 W 2 MD-5420.0 p z A INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4'MAXSHIM ANCHORED THROUGH ANCHOREDTHROUGH �1I I-� 1WIM. SHIM INSTALLATION OPTION 5 EMBEDMENT FRAMEINT02`IWOOD INTEGR&RNINTO2 WOOD EDGE DISTANCE ANCHORED THROUGH FRAME OR BUCKSIRIP. SEE FRAME OR BUCKSTRIP. BEE INTEGRAL FIN INTO 2%WOOD EMBEDMENT a NOTE 2. THIS SHEET. NOTE 2, THIS SHEET. FRAME OR SUCKSTRIP. SEE EDGE 1 B NOTE 2, THIS SHEEP. EDGE DISTANCE DISTANCE J Snn HOWN L OQ 1-THICKI.G. �u 1 1M'MAX$HIM EDGE DISTMCTYRANCHORTYPE. EMBEDMENTAND TMANCHOEMBEDMENT AND E, EDGSUBSTRNOE PER EMBEDME PER SUBSTRATE. SUBSTRATEETI TYP. ANCHOR TYPE, & a SEE TABLE 3. SHEES2. T(ScE2,SHOwN) INTEGRAL J SEETABLE 3, SHEET 2. (GCREW BHOYM) JSRANNEI. FIN EMBEDMENTANDEDGE 5 (NWLSHOVM) FRAME (=p T/B'THICK I.G D FRAME DISTANCE PERHEET2. ATE, SHOWN � e SHOWN SEETABOWN) EET 2. EXTERIOR VISIBLE MOHT'MDTH 7 (NAIL SHOWN) NOTES: BUCK WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES & S. SHEET 2. T/e'THICK I FOUpW EMBEDMENT AND EDGE DISTANCE LIMITS.ANYINSTALLATIONOPTIONSHOWNMAY DAOEAPPROWDMULLION,FBCCOMPLIANTALUMWUM/SfEELFRAMINGOR&TEEL&TUD. BE USED ON='SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES 2& I SHEET 2. 2) MASONRY ANCHORS MAY BE USED I WO WOOD NSISLE AS PER TABLE 2. SHEET 2. ALL WOOD STICKS LESS BUCK THAN 1-In'THICK ARE TO BE CONSIDERED IX HT HEIGLIGHT WSTA ATIONS. IK WOOD BUCKSARE OPTIONAL NIDOR&12STEEL HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATEW), SEE SHI . 1/4'MPX SHIM BMS (MAX WOOD BUCKS DEPICTED AS 2X ARE 1-14-THICK TABLES2&3, r SHIM OR GREATER. IXAND 2X SUCKS (WHEN USED) ^^ SHEET2. ^ SHALLBE DESIGNED TO PROPERLY TRANSFER u U LOADS TO THE STRUCTURE. WOOD BUCK DESIGN Jill 1'THICK I.G. AND INSTA TION IS THE RESPONSIBILRY OF Q THE ENGINEER OR ARCHITECT OF RECORD. S)VISIBLE TO A WIDTH ORHEIGHT (ALSO REFERRED TORS DAYLIGHT OPENING) IS a L3 MEASURED FROM BEADING TO BEADING. FIN ANDIOR PRODUCT REVISED FLANGE MAY BE BuiIJusldm' ioBwiNBm iIm14A `ade REMOVED INOrd obzg • 11 FIELD CYw IimD Sm Q INTEGRAL FIN p EXTERIOR EXTERIOR AND EDGE DISTANCE FAME SHOWN O fl OL�%BY B AND EDGE DISTANCE PER V p�y�I S CREIm M SEESKOWNG TABlE 3, SHEET 2. _ (scREws6owr0 INSTALLATION OPTION 7 INSTALLATION OPTION 6 INTEFIN 1/4'MAX INSTA MON THROUGH THE INTEGRAL FIN, INSTA IATIONTHROUGHTMEFRAME, SHOWN EDGE o SHIM INTO METAL, SEE TABLE 3,SHEET 2. IMO METAL,SEE TABLE2, SHEET 2. - INSTALLATIONNCE VINYL FIXED WINDOW NOA(NI) ISTAg 9/0/14 OPTION 5 VISIBLE LIGHT FORMULAS 8 J-CHANNEL 81NTEGRAL FIN FRAMES e& J ROSOWSKI ANCHORED THROUGH WIDTH: BUCK WIDTH . 4aN8• INTEGRALFIN FONT HEIGHT: BUCK HEIGHT 4 VI- WOODFRAMEOR EMBEDMENT CERT. OF AUTH. 0292M BUCKSTRIP. SEE NOTE 2. ` TMISSHEET. 1070 TECHNOLOGY DRIVE VERTICAL SECTION D-D N. VENICE, FL 34275 N Mn I PH(941)<60-1600 1PW5420 N NTS E 40F9 oz MD-5420.0 �4 A ALYp ED59TY5 P£ 716- NOR 1/B' A GLASS 5/8' AIR SPACE- 1/B° _A GLASS — GLASS TYPE 1 I� 1'NOM +I 1/4° A GLASS — 12" AIR SPACE - 114° A_ GLASS- <3EXTERIOR GLASS TYPE 5 GW JNGNOTES: 'A':ANNFJ D T TEMPERED -1 T/B°mom . r -�{ TlB'NOM. A GLASS AIR SPACE 16° A GLASS aEXTERIOR 8083 GLASS TYPE 2 I - NOR 1/4° T GLASS- 12' AIR SPACE- 1/4° T GLASS- aEXTERIOR GLASS TYPE 6 GLASS TYPE 3 TIB' NOR 3/16° T GLASS — 12° AIR SPACE- 3/16° T GLASS — aEXTERIOR GLASS TYPE 4 EXTERIOR 1R'NOM.GI r BITE TYP. TYP. GLAZING DETAIL �I 1/B° T_ GLASS J3116' 5/8' AIR SPACE 12 1/8° T GLASS 3/ aEXIEAIOR SINrt SIde On) Is�52z0 a m&ve�i vti�g 0 A N u a P N N �� i C C C Y e 2 .♦J ��`11 Is .t. + ♦ m ♦ 0 m O m � -1 +4 +mom ' ♦ NO ♦ ♦ W + +♦m ♦ m � v e n:4 + m �n y m A m m& a 1.1 V J a ` J a p p m 0 -,rl + ♦ e P p r Z ♦ ShoR Sltle 0n) y A> 1Y W V y y p N Nl ♦ ♦ « ♦ ` ` i h ,♦y ♦ ♦ ♦ h J� pNG m V A J G H - Ff m N 0 W W+ S 0 q V J IV W N N 0 m (e N+ N W C IF =,�o �nd P 0 N N W v m m c 04�+H 3 D y 0 m J o m m�",,� O P 4 _8 mY: ` Q O Fyy ♦ } { ` ` yyh yy♦ yy♦ A 0 In O ♦ v Sp _R �n mtWSY♦2+ �$ i F Fev] RevE Reva 1070 TECHNOLOGY DRIVE a Qamcp N. VENICE, FL 34275 § Y pa r P.O. BOX �'g NOKOMIS, MIS, F FL 3 4274 k,q' CERT. OF AUiH. R28296 (941)-480.1600 s" $r tn,b" '•yam VINYL FIXED WINDOW NOA (NI) 8 919114 6' g 9 C d DESIGN PRESSURE TABLES A ea JROSOWSKI. ' ., 2 PW-5420 , NTS r 6 OF 9 V: MD-5420.0 A Window Design Pressure. (+I- psf) w piN mN. FPr GY.. 3 31161 A Cep -Airspace - 3FI6' A TYpe: Wind. L.Ing Sid.0 Mmenelms 69.0 71 73 75 78 80 85 86 89 92 S6 99 32 a/-76.9 -1-76.4 +1.74.3 +1-725 +/-70.6 +169.3 +/662 +1565.7 +164.1 +/62.6 +I50.B +/.59.8 34 +/-73.7 +/-73.3 +/41.3 +/69,7 a/66.6 41-65 a/.ei +160.3 +/58.1 +/58.3 +/54.7 a/53.8 36 +1-71 a/-7D5 .169.8 +/67.9 +/64.4 +/62.5 467.2 +/56.3 a1.51,7 4152.9 /50.9 +1d 3 38 WEE-+/6&7 +167A +/68.8 +163.5 +/61 +155D H54.9 +152.7 +/50.6 +148.2 +/46.4 40 +/58A +/65.9 +165.2 +/64.8 +/632 +160.7 +/d l +/54.2 +/52 +/49.7 +/-0 A N-05.2 42 +/64.6 +/64 +163.3 +/628 +151.7 +/60.5 465.1 +/54.2 +141.7 +1-09.1 +IA6.3 a1-44.5 44 +/ 9 +1624 +161.6 +/50.9 +160 +/59.4 +/55.l +/54.2 +/51.8 +/A9.1 +146.1 +/-44.5 46 +/61.5 +/6D9 +/60.1 +159.4 +/-%.4 +157.8 +/55.1 +/54.2 +151.8 +/49.3 +146.3 a1-44.5 48 +/.60.2 +/5A6 +/58.8 +/5B +/57 +/56.4 +155 +/54.2 +/51.8 + 9.5 $ 50 +/59.1 +/5&5 +/57.6 +/-58.8 +/55.8 +1-55.1 +/53.7 +153.4 +/51.8 +149.5 C 52 +/58.1 +1.57.5 +/56.6 +1.55.8 054.6 +/-54 +/52.5 +1522 +/51.5 +149.3 ' y 54 +/57.3 alSB.B d55.7 +/54.8 +/53.7 +/53 +I51.6 H57.7 +/50.4 56 +156.8 a/55.9 +/-53.9 +154 +/52B +/52 +/50.4 +150.2 57 +/56.3 +/55.6 +154.5 +Ann +1524 +151.8 +/50 60 +/55.5 +/54.7 +/53.8 +/526 +/51.3 +150.5 62 +155.1 +/54.2 +/-53.1 +152.1 +/-50.7 MA%.O.L SPA[INGIF gN[HOPING THROUGHT)AACEPEPSHel53&4 NWLO.LSPAEGMIFINUiOMNG 1HROWNTIEINTEGRFANDHERSHEET0 64 +154.8 +/-53.9 a/52.7 +/51.6 APPUE510 A. B,COP DANCHOPS (3Ef TABIE2) APPDESSEETAB AN0gR5 i$EETABLE 3) 66 +/54.5 +/53.6 +/-52.4 68 +/53.8 */53.7 IS° 3"FOR EANUIOM, 4°fORF ANQIORS 89.65 +/52.8 affel!l +/-71.5 - 3116" T +/-74.3 TABLE H0RI2ONMTALLV LLORIENT'C,W } kS LONG SIDE f� LONGSIDE d SHORT Y 1 SIDE SHORT L SIDE �- LONG SIDE } SHORT LONG SIDE SIDE NOTES, 1 1) SUCK DIMENSIONS SHOWN. SHORT _ 2) FOR SIZES NOT SHOWN, R0UND UP TO THE SIDE I� NEXT AVNLABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW HALL COMPLETELY FT7' WITHIN. NAR.O.O SPACING IF ANOLORING MAILO.LSPAONGIFAN0LORING THROUG'THEFRAMEPERSHEET53&4 THROUGHTHEINTMRALFINPERSHE74 APPUFSTOB,CORDANCHORS APPUFSTO FANCNORS (SEETABIE2) (SEETABLE3) SSA 13° Y N Q ..a p w O c O J ZJ LL UU 6 X m W O o> p Z 1Z Z m a ... Q O N w LL O F S ID mas Z_ Vy Z W K 'Im o LL a Z 0 y 0 Z U° N G w 3 5 0 a Pm� a.aB :ayes Shm151� M7 ♦ + E m $ i' � � � � " v J m J � b � � + t t♦« a♦ t S 8 B R >8 ♦ 8 U" + N J Y T N a,zt=,zi„gg,5,gA 6 m a a{ a a + m+ a `+ t a a z I+ u> (o N a m m + m J a u;g v A t m m 68 A O m m Z 2 2 f f ♦ � � �s � gi $ . m � 9 �j�,11 N m m m O C + 2 2 3* 6 8 6 + �'1 m`J"I�o,PJ A mm � N 9 g g¢xtttt a F m 3 .Y. �v a p .•Yi p � " O1 m V 0 " m Fa �Npe�mPJt�m � a N m N v p 9' S+ ;gym 2 3 2++ emus; m Pa NPR. o� at � w�mNP6d a Y m IJ J {m — m " v a m b6 E +w g m o u g Ol + C1 P 5 Wd side (IA) qq qq qq qq qq U p N ul 0 J N N A 0 "o.m _ F /i.♦ (F�, 1 F F♦{♦♦« a S mm mamam'm' D E m { 41 J N J V m N 6 m N D� + J + m 0 + IJ A V d+ B + m m A Dzt ti v + N m P m m Y m m A m Y J m m+ u q� °z as ♦ ♦ ♦ 1 i 1 ♦ ♦ )'+�^ is Ei 8+ B m > p m v D m m m m 0 a n D F memmJmiom 8gg s ms �«♦ F r♦ 1 au a 2 m 0 m A T T y z z o l m 4 m o m 2-5� 1 � N. TECHNOLOGY L3427 DRIVE ne�a aa.z ara N. VENICE, FL 34275 P.O. BOX 1529 pff. NOKOMIS, FL 34274 CERT. OF AVTH. Yz9286 (941H80-1600 VINYL FIXED WINDOW NOA(N1) 8 9/9114 g DESIGN PRESSURE TABLES C e J ROSOWSKI PW4MD-520.0pA-N z 1 35W J500' 3" 13ie' {� �� ' �� .062' f � 1 1 .355' J II= ��DoQ OS ANCHORCOVER 1A33 1.40 1Ae3' 1AW 1 o e F a o -1 a o O e 864. 301' ,uv .Cis' 1.373' OJ-CHANNEL FRAME OFLMIGE FRAME 13TS 3O INTEGRAL FIN FRAME 4O EQUAL LEGI30%FRAME OB ]/0' BEAD ALUMINUM SILICONE HOTi3ELT BUM kiMENT POLYISO- DESICCANTFILLAREA e� STRUCTURAL BUMENE �r i7T POLYISODUMEN SILICONE 511B'NOM. STRUCTURAL 3R6'NOM. SFALBUM6O 7DESICCAM OLL-FORMEDDESICCANTDESICFCAOAM 3TAINLE55 STEEL 7 1 BEA EXT. GLASS EXi. GLASS E%f. GLASS FRAME ASSEMBLY DET.,,.... MRERED CORNERS WTM INTERIORAND EXTERIOR WELDS EXTERIOR r� Part# Description Material 80 Kommerling 4SG TPS Spacer System 81 IQuanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 82 Cuanex Dumseal Spacer Materials 83 Cod .1)(L Edge Spacer TEST REPORTS: FTLd]t), 8968 U `wT.GLASS KODISPACE da 4SG TIPS U `INT.GLASS SUPER a SPACER®NXT" ODURASEAL® SPACER # Part Description Material 1 620117 J-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 820120 Equal Leg/Box Frame PVC 5 620133 Anchor Color PVC 6 720136 7/8' Glazing Bead PVC 7 720135 1' Glazing Bead PVC 74 BeckDeOding, GE 7700 or Dow 791 Silicone 78 - 71646M Setting Block 18- x 1- x 1/e' , 85 +I.5 aura. I EPDM NOTES: lure 1) SOME PARTS NOT SHOWN FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS Nt. OTHER FRAME TYPES APPLY. 3)ITEMS a&r3,7&77.79 a 0689 ARE NOT CERT.OF AVTH. a29293 USEDAND ARE NOT PMTOFTHI3 APPROVAL 1070 TECHNOLOGY DRI 4)ROYALPVCTOBELASELEDFORAAMA N. VENICE, FL 34275 EXTRUDER000E. (941)-480-1600 XL EDGE'" 83 SPACER * r Na. 5B705 VINYL FIXED WINDOW NOA (NI) 919/14 BOM 8 ASSEMBLY em J ROSOWSKI pO,o s6rA $ F F ' JR-05/OS/18-ADDED SPACERS .......'ONAL - PW-5420 14 NTS 1 9OF9 Ex MD-5420.0 �$ A A.LYNNMU.ER,P.0 P.EX W705 MI®DADE SCANNED BY St. Lucie County DEPARTMENT OF REGULATORY AND ECONOM. BOARD AND CODE ADMINISTRATION DIVISION OF PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 ,SCOPE: MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w .miamidade.sovkeonomv 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series `15470" Vinyl Sliding Glass Door (Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA", sheets I 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 1(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. Packet 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, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.15-1210.02 MIAMI-DAD: COUNTY \ Expiration Date: April 21, 2021 \ Z ll� Approval Date: March 3, 2016 U ti Page 1 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 10/05/15, 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 11119/10, 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. Canso, 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 02/24/16, signed and sealed by Idahnis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11106115, 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.15-1210.01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab,.Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 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 Idahnis Ortega, P. E. (Submitted under 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 Idahnis 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. 11-010 7.04) F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (511 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 SIiding Glass Door (Reinforced) — NJ. 7, 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: April Z1, 2021 Approval Date: March 3, 2016 E-2 SERIES 5470, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NCTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSUREAND GLASS PER ASTM E130D. 3) ANCHORAGE: THE 33-1/3%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 FBC REQUIREMENTS, AS APPLICABLE.. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. B) REFERENCE6 (MONS): ELCO ULTRACON, CRETEFLEX & AGGREGATORANCHOR NOAS, VISION EXTRUSION, LTD. WHITE RIGID PVC NOA. VE 1000 TAN 202AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED ORLAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 0338, 88405049, 8062 & 8717; EXOVA-10-002.792(A) & 1"W10231; CAMBRIDGE 535763-09; 7) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE. BROWN &TAN PVC MANUFACTURED BY VISION 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 PERTHE FBC, AS APPLICABLE. 0) DRAWINGS DEPICT EXTERIOR -GLAZING. HOWEVER INTERIOR-GLA71NG MAY BE SUBSTITUTED. 10) THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. ANCHORNOTES: 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN I.12• THICK. PROPERLY SECURED. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2XARE 1-12' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER 'THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT, MAX. 114' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OFTHE OPENING• THE ANCHOR 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 ARE DEFINED IN TABLE A, THIS SHEET. ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURETABLES (TABLES 1 OR 2). VERIFYTHAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 6) INSTALL AS PER THE GUIDELINES OF THIS SHEETSET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. OTmep Anchor BubMTete Frame Member MID. Mg. SIMAnw Yln. Embedment P.L6 am Pine (60=066) Hhadiallujamb wit' I 14Y6. P-haok 0110• 1 S A 012, atealeMS (05)ar410 S.8, SMS, {mR 11 0wntlefn) amlwm, WB&T6' 0.126'Mm Il4cknaaa Hoe ell .1, 318' lifil P•ho0k MB` 1/B' Sla ,A38' 0.080'Mn.INakmes Xee01811VJamb 918• 0LW RNook 3'8' (Lw SNM5W;AB538r. . 00T1•men. Neiman) N9WJemb 3iB' O.OT1' i4Oe. P-hook VIP O.OT ' 40a 114.2. Literate, P.T. fts O Pl. so-0. Jamb 1. iJ10' P•Mok i' 1d v 1lV Elco 410 S.B. Q.Wjox P.T. Bomhem PW 0.0.57 HaeM80VJemb 1• 1-S'e P• 1• I -wit. S 912, eUe wo a0mw a P.T. eo nA Pilo 0.0.64 HoadlellVJemb W16• 1 .v9 ' P-hook WIV WB' VP Elm IAimoon Ca raw n.20Skel Rhosk I" 1be0I8VVJemb 1 1 1SIB' II lhgmmed C61U, whi .lamb 1' -vY PJmk r •va• 0 114'Eno410 B.S. CMI.R. Urymma CMU, STM C80 Jamb PAoo -114• (),morale mi1k3351w1 Fbedlelivive 1J19 444' P k 1' 4 1N' Oca 188 S.S. A0me•OMae Cmomlo min. ZM kel HeedleWJemb Y 14' PNMk 1•v2' IF Ummule C41U, ASTMG90 Jamb T 1-114' P4nok T 1-v4• P.T. Bouhem Pine 8=565 a VJemb 1• 1, Rhook 1' 13'B• 114-Elco lllbee,m CanonleHamiltillWomb min. 7.B6bp 211T d'B' P- b11Y 1•S10• UlOmmed qe , ASTM= Jamb 2.12` 1-114' Plank 91/2• 1.114• 0 1/4'ENo 410 SAC.t.fla ta,amle m10336Mi Jun Jars b 9- rY Plank 2-V2 tiMame.ad MU.. 8Tk1090 Jamb 2.117 1 1-1 P400h 211T I i-IM' TANDARDS USED. 2014FLO IIDA BUILDING CODE (FBC), 5TH EDITION ASTM E1300-09 ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. ADM-2010 _ AISIS100-D71S2.2D10 PANEL TYPES ................... 17 EXTRUSIONS .....................10 ACCESSORIES..................10 SCREEN DETAILS ......... ... 20 VINYL SLIDING GLASS DOOR NOA NTS III I OF 21 ' MIN. OF 3 THREADS BEYONDTHEMETAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BY THEAUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU-45 KSI & MIN. FY-33 KSI. 'UNGROUTED CMU°VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING NOTATED FOR MISSILE IMPADT RESISTANCE DESIGN PRESSURE RATING 9EE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 PRODUCT RENEWED P1Y1n alto the Elorlda BuildIn9 `a8a NOA-er.. 15-1210.02 Expiration nab OC/212021 10/06/1fi ; H4 d J ROSOWSKI ; � MD-5470.0 f MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PAN PER TABLES I&2 PER TABLES I&2 PER TABLES I&2 PER TAE F— IS f I I MAX MAX. UNIT / Ig MAX, UNIT / / I� MAX. UNIT I� HE HEIGHT IN HEIGHT Ik"k HEIGHT I" F PERTARLES I & 2 I£ PER TABLES I&2 / / Ig PER TABLES I&2 / / / I TASLI NOM. PAN' PERTAE MA) HE PER TAI MM. VNkHj�ELWIDTHLES1&2UNITGHT fLES� 1 &2 � 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH — NOM. PAN PER TAE a MA) HE PERTA p -_A i �a I I IN d-PANEL CONFIGURATIONS PER TABLES 1 & 2 1 MAX. UNIT HEIGHT PER I' TABLES 1 & 2 I� L > �n J nnevve DNS oureiuc+ MAX. UNIT WIDTH -h NOM. PANEL WIDTH NOM. PANEL WIDTH NoA . 154210.02 PER TABLES I & 2 - 'T PERTABLES1&2 1 ¢plrotlon onto 042112021 I BY. MAX. LINR HEIGHT ' I MAX UNIT I'k HEIGHT I I" mlpml-n woamt cenwt PERTABLES1&2 / / / / / / Ig PER TABLES I&2 / 1 J 7-PANEL CONFIGURATIONS 8-PANELCONFIOURATION8 CONFIGURATIONS NOTES: -OPERABLE PANEL: PANEL JAMB "O°=INOPERABLE PANEL OLD WIDTH NOM. PANEL WIDTH %YNNIAf//�'I7, 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH CAN BE OR)000(P. OXKX IN `P°'POCKET DLO HEIGHT =DOOR HEGHT-it-178°78° \,,'0' LOCATIONS. EXAMPLE: 4-PANELXX(X IN POCKET(p) CONFIGURATION pXXXXP, pXXXX PANEL HEIGHT =DOOR HEIGHT-2-1/2' POCKET CONFIGURATION CAN BE OXXXP. DOOR NOA 10/05/16 _ W? N.. 557052) 00° & 135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.URATIONS �& JROSOWSKI3) POCKET WALL ORCAWTY IS NOT PART OF THISAPPROVAL AND ISTOBE DESIGNEDBYOTHERS AND ® k N- o 'DETAIL tBILIDINGASS REVIEWEDBYTHEAUTHOAITYHAVINGJURISDICTION. LETTER MBIEB � �� o ��1':OFRT.OFAUTH. '. F� �C4)FORNOM. ''Sl0NA1--SHEETNUMBER PANELWIDTH, SEETA13LESI&2. ® 1070 TECHNOLOGY DRIVE �� 6)MAX.ALLOWABLE FRAME SOUARE FOOTAGE=472.BSfi FT' N.VENICE, FL 34275qq (941).480-18D0 I 20F21 Jill MD-547( PFJ6pl65 DETAIL Al DETAIL B1 METALTYP., SEEANCHOR 11 rxau tXvroGD AaTHAGAL DETAIL CI - DETAIL D1 ^ NOTE4. SHEET I MIN. OF u0oawspNar FACINOeXT. INTERLOCK alrouEr.Lt \ THREADS BEYONDTHE' I+— 1/4" MAX. RTYPF EMBEDMENT AND AND ?DGEDISTANCEPER SUBSTRATE, SEE TABLE A. SHEET I & NOTE 3, BELOW a EMBEDMENT ' "mW EDGE •`Fly �j _ DISTANCE/? .,., !••;, 1XOR2XWOOD / BUCKSTRIP, SEE ANCHOR 4 NOTE 4, SHEET PLATE AT )� EVERY ANCHOR LOCATION i DETAIL A2 INTO4%N000 1B K WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET pR7/pllT'j-I„��i i SUBSTRATE, SEE TABLE A. SHEET I& I NOTE S, BELOW L EDGE •- 114• MAX. EMBEDMENT FRAME WIDTH — FtMRREDIFDD0R HEIGHTISOVERSB• DAYLIGHT to MTERbR OPENING WIDTH 1/4" MAX. l THIBSHEET EMBEDMENT—+ sEE Wore e,rxlsalEEr xe L_----�� 98 X 314' SMS REINFORCEMENT SCREW:? mPER STILE, LOCATED AT CENTERLINE AND 6% ��� HORIZONTAL SECTION (XXX SHOWN) w&12"FROM ENDS (FACTORY INSTALLED). DETAIL C2 INR:RL K DETAIL D2 INTOHA60 1 `\` ' DETAIL B2 AETRMOAL FACING W. REOUIREDIFa00R DAYLIGHT st xEDHrtsovERss• EMBEDMENT `��,r----� eT 114"MAX. —w1 ; OPENING ice— n WIDTH I T• t .. EDGE DISTANCE [a aEe NOTEa.TH1a SHEET T � R@@0 TYP. ANCHOR TYPE,EMBEDMENT ANDat all q pT EDGE DISTANCE PER SUBSTRATE, SEETABLEA,SHEET1 &NOTE 3, BELOW IFXIRIDR I Lb_ _J PANEL WIDTH CONCRETEICMU PER ASTRAGALMAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOROR E%TERIORDIRECTION. EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE ' TABLE A, SHEET 1 & NOTE 3. BELOW PRODUCTRENEWED eomplYylna wiN the FTnHEa aullElna Cone NGA-Na 18-1210.02 NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCENENfrYPE61aEE NO(Ea.Twa aNFeTI ANCHORS, SEE DETAIL SHEET IO ALL PARTS IDENTICAL. ,1y •�gNsf'' ti;�'J '•.�* ••: 2) REFER TO ANCHOR NOTES, SHEET I.+ 3) SEE SHEET 13 FOR ANCHOR LOCATION&SPACING, FOR QUANTITIES, ANCHSEE TABLES 182. 4ANCHORCONTINUOUS 4 CONTINUOUS ANCHOR PLATE ITEM NB IS REQUIRED AT ALL FORAILLOp%a11U9•( Asrruous, wlEo eTRE9AND HONIAMAL MRS 1 j1 O O � VINYL SLIDING GLASS DOOR NOA 10/06116 INSTALLATION HORIZONTAL X.SECT.h JROSOWSKI n6105 _ic; Na' — — _ FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR/ 6)SEE TABLES 1& 2 FOR REINFORCEMENT REQUIREMENTS.ALL INrERLoc%s Q REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF pNLy ETEIII070 THE EXTRUSION. REFERTO TEST REPORTS FOR EXACT DIMENSIONS. aTARR Hp 7) SEE SHEET 20 FOR SCREEN DETAILS. ® cEer.OFAViH, a1B390 �� •'• A '• ++++I II IIII A.LYIa+NnI.ER p£. PE.FEl11I5 TECHNOLOGY DRIVE N. VENICE, FL 34276 (941).460-1600 w m al SGD-54701 NTS 1 .3 OF 21 q &9 MD-5470.0 �f DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER DETAIL E3 INroNAsarmY DETAIL E4 INro METAL DADE OATONASONRY INrDWOOO COMPLIANT INUWSMULLION,FBC COMPLIANT iXemxvnIp SUBSTRATE, SEE TABLE A, SHEET i& NOTE 3, THIS SHEET 2XWOODSUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT STEEL STUD. A CONCRETEICMU EE ANCHOR AND EDGE DISTANCE PER EDGE EETI CONCRETEICMU PER ANCHORREQUIREMENT OR BE VERTICAL OR HORIZONTAL BE VERTICAL SEE SUBSTRATE PROPERTIES, PERANCHOR DISTANCE SUBSTRATE,SEETABLEA,SIIEET 18NOTE 3, THIS SHEET EDGE TASLEA,SHEETI REQVIREMEM v E DISTANCE ,. EDGE DISTANCE EMBED- MENT'-`"• EMBEDMENT I EMBEDMENTEMBEDMENT re 1/4'MU4"MAX. *JL ° 114"MAX1/4°MA%. . 1XOR UCKS° TYP. ANCHORTYPE, EMBEDMENTAND TYP.ANCHORTYPE, EMBEDMENTAND ANCHOaEDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE r� Z SHEETr� TABLE A. SHEET i & NOTE 3. THIS SHEET TABLE A. SHEET 1 & NOTE 3, THIS SHEET / ANCHORPLATEAT EVERYANCHOR LOCATION DAYLIGHT OPENING HEIGHT a 114° MAX. GROUTAS FOR LOIXBD E3, EMILS, FUtEDSTILE3 AND HORIZONTAL RAns 16 FRAME SEE HEIGHT NUE0. THI39HEET JEMER ex 1 :I EMBEDMENT EMBED- MENT • . , .. ' , ` EDGE TYP. ANCHOR TYPE, I DISTANCE EMBEDMENTAND 2XWO EDGE DISTANCE FRAA y2D.tal TEICMU PERSUBSTRATE, CHOR DETAIL FI SEE TABLE A, REQUIREMENT INro NAsoNRY SHEET I&NOTE 3, THIS SHEET NOTES 1) DETAILS APPLYTO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFERTO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FORANCHOR LOCATION & SPACING, #8X314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES I&2. PLO WIDTH= NOM. PANEL WIDTH-8-9110' SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM#B, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT - 11-1/16" CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT - 2-112' (FACTORY INSTALLED) 8) SEE SHEET20 FOR SCREEN DETAILS. 8) SEE TABLES i & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILLRISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT RENEWED EXACT DIMENSIONS. As complying with the FlpDee VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE. SEE SHEETS' 7&8. 390 2-1/Y=TOTAL SILLHEIGHT SEETABLE/ SHEET 1 & N THIS SHEET AND SHOWN F1.91IA -SO APPLY 823 7 .080 ��— SILL RISER O SILL HEIGHT) FL 34276 6u"ding c n NDA-No. 15-1210.02 lnpiraticn0 00 112021 .390—^1 Mlem Dp p rotluct control 390� i � - 2.84T 1.703 2.370 4.041 7 3.404 .0B0 .080- - .080— ab SILL RISER (3 (4-1110°SILLITOTAL 4a (SIL RISER J��``��y LIYNNfbi/�r�G O(3-1/2°TOTAL O O SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��¢�/�LCBNSE'••;Fy it •'•. it L 8 VINYL SLIDING GLASS DOOR NOA 10/0E/u _ Nn.Om05 s II INSTALLATION, VERTICAL X-SECT. 8 J ROSOWSKI a :•� p 'C M yi c NTS 111 40F21 I$SI MD5470.0 I I F%6RMR 19fi° DETAIL G1 us• rj D19DECORNER F][r�EjRbP I + u V o 00° DETAIL H1 ao• INSMECOIUIEB OXIERER a z 0 O mERIOP It MfJ(0.S•OG. 10 00 00 SEESXEEy 10 EIt1Fp Oq PRODUCT RENEWED as pli�/'"Tgo -Ith Iho p1oNEe BRIMIRD COE xvaxR. 15•1210.02 135' Q - u%pvouon vR NIEp R By Mlaml-Da ro ucl Conlrt a y NOTES e 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 16 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR ao QUANTITIES, SEE TABLES I & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, Mi DEPENDING ON CONFIGURATION. 1�; VGENSF''• :FT ' E%reagq �IJAI f=*i No. so7D5 •. / T'_' I VINYL SLIDING GLASS DOOR NOA 10106116 Y CORNER ASTRAGAL HORIZ.XSECT. �'$� JROSOWSKI FL 34276 NTS 1115 OF 21 1191 MD-5470.0 DETAIL 11 OPTIONAL NON- Mro MAsoNRv STRUCTURAL •:• ANCHORS FOR "1 INTERIORPOCKET en4w t1 a' JAMB ss INTERIOR POCKETS MUST .t.i see FIG 1. THI98HEET � INCLUDE A NONSTRUCTURAL, FRAME JAMB TO REDUCE THE 1 1. ' POSSIBILITY OF WATER 21 d INFILTRATION. `�'..',�: 1l4'MAX. 1F POCKET BY OTHERS, SEE NOTES BELOW. .:Eli16E0'; '.`,� •.. _ MEIAV . a • TYP. ANCHOR TYPE, EMBEDMENT I_ EDGE AND EDGE DISTANCE PER "DISTANCE - SUBSTRATE, SEE TABLE A. SHEET &NOTE 3, BELOW INTERIOR POCKET METALTYP., 4, SHEET 7; A BE A MIN.OF: DETAIL 13 INTOMETAL EMBEDMENT 1l4° MAX. F)mRIoR 15 SEE FIG DETAIL 12 INfOIMSONAY _ EDGE TYP.ANCHORTYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A,—\ SHEET 1 & NOTE 3, BELOW 3� REQUIREMENT TYRANCHORTYPE, AND EDGE D SUBSTRATE, SEE TAB EXTERIOR POCKET 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. 5) 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. EMBEDMENT MM*R 1/4' V EMBEDMENT 34275 CONCRETElCMU PERANCHOR REQUIREMENT. FI0URE1.IWMWCI(SATFMC FOR DOOR HEIGHTS 96' _OPT. ANCHOR o1 n FT. d EXTERIOR POCKET EDGE 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 OPT. ANCHOR WS�T�IAGC V OPT. DETAIL 14 I MTOWODD m \�1111111111/lll� EXTERIOR POCKET r=---? ALUMINUM SLIDING GLASS DOOR NOA 10105/16H55P•HOOK EXAMPLES, HORIZ XSECT. A&J ROSOWSKI C{l� NTS 141 6OF 21 J111 MD-6470.0 TAm E s• Design Pressure (DP) and Anchor Quantities Required, (far ell apprmed conloumllons on Shee12) Use this table for: Aetmgal Rein(omement 6M Lockeliie Remlorcement#75 or 025 Sid. Interlock Reinbmemenl#27 Door Unit Height air 84` B6° W16118' DLO Haight 72.16116` DLO Height 84.16/16` DLO Height Anchor Grote AnchorOroup AnohorGmup A B C D A I B I C0 A B C D DWgn Pressure +127.1/-127.ipsr +120/-120psr +102.8/•l02.9Par 19-110' NoeN881 C6N C3+1 CSN C3+1 CSN CSN C3H CSN C5a1 CSN C3H CSN ?R' DLO Width Jamb 6 5 8 6 6 6 a 6 6 6 8 fi Phook 7 7 7 7 7 7 7 7 0 6 0 8 Design Pressure +1013/406.Spsr +100.2/400.2ps/ +85.3/.e15.3psr 25418' Headrei0 CSN C3+1 CSN C3+1 C5+1 03+1 C3+1 C30 C5+1 C3+1 03+1 C3+7 30` DLO Width Jamb 6 6 6 5 b 6 8 5 b 5 0 5 P41mk 7 7 7 7 7 7 8 Oaslgn Pmsema +929/42Bpsr +87.3/-V..3per +73.8/-73.6p2t 31-0/B" HeeNSlll CSN CSN C3+1 CSN C5N q+1 C3+1 C3+1 ctl CSN C3+1 C3+1 SB' DLO WWI) , Jamb 6 6 6 6 b 6 8 b 6 -TTYT fi s 6 Pmb 7 7 7 7 7 7 7 7 7S6 onto Pressure +76.4/-78.4pst +7&4/-7&4psr +658/-6&bps/ Z 37-118' Finna—RI C5+2 C3+1 03+1 03N C5+2 03+7 03+7 C3+1 C5+I C3+1 C3+1 C3N 42' DLO Wldlh Jamb 6 b 5 5 5 6 6 5 6 b 0 5 P4wok 7 7 7 7 7 7 7 7 B B 1 6 8 Design Prosaure +60/-Wpsr +60/-60psr +60/-mpsl 43-1/0` HeeaSlS C3+2 CSN CSN C3+7 C3+2 CdN C3+1 CSN C6+2 CSN C3+1 C3+7 48' OLO WNh ,iamb 6 6 8 5 6 5 5 5 6 a 0 5 P-hook 7 7 7 7 7 7 7 7 6 1 8 6 B USED IN EXAMPLE ON SHEET g TABLE NOTES 1) IF WATER INRLTRATIO14 RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 1 AND TABLE B7 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO,+DVS SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO R, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 0) SEE SHEETS 11.18 FOR ANCHOR LOCATION & SPACING 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. # 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# OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. IN TABLE B1: nLimlled n Preoure Sib ht Alm. (+) DP Allowed 0' M&IMV+60.491 See Note2 -38.7 pet ` 460.0 pet V +60.0 psiB' -100.0 Tar FL 34276 FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH - NOM. PANEL WIDTH-8-0116" OLD HEIGHT = DOOR HEIGHT -11-7116` PANEL HEIGHT =DOOR HEIGHT- 2-112° VINYL SLIDING GLASS DOOR NOA III DP& ANCHOR QUANTITY TABLE II&I J ROSOWSKI II NTSIII 70F211€4I MD-5470.0 No. 68705 Design Pressure (DP) and Anchor Quantities Required, (for all epprmed con60umtions on Sheet 2) Use this lade for Door Unit Height BO' B4' 96. 108E 120' AslraOel Relnlarcement 429 68-15116E DLO Height 72-16110' DID Height e4-16116' DLO Helght e8-16116E DLO Height 108.15118E DLO Height Lockelile Reinforcement P25 KD Interlock Relnfomememl726 Anch"roup ArmhorOmup Anchor Grose AncherOmup Anchor Group A B C D A B G D B C D A B C D A B C D Design Preasum +169.4/-169.4psf +1601-160psf _Lj +137.1/-137.7 paf +1201-130pa1 +10671415.6psl 19-118, HeadiSlB C5N 06+1 c C3N 55+1 55+1 C6+1 03+1 C5H C5+1 CS+1 C3+1 C5+1 C5H C6N C3N C5+1 C5+1 05+1 1 C3+ zv DLO Jamb 5 fi 7 5 5 6 7 6 5 5 7 r 6 B 8 8 B 6 G B 6 Width P-hook 7 7 7 7 7 7 7 7 8 B 6 a 9 0 9 B 10 10 10 1 10 Design Pressure +141.81441.8P3r +1338/-133.6psf +1138/-113.8psf +99.11407.4ps/ +87.81-96.1 Pat 25-118 HeadiS01 C5+2 Cb+1 CS+1 C3+1 CS+1 C5H C5N 0+1 C5+1 C5+1 C5N C3N C5+1 C6N C5+1 C3+1 C6+1 C5N C5N C3+1 30' DLO Jamb _5_T_5T 7 1 6 1 5 6 7 6 6 6 7 5 6 6 0 8 6 6 0 6 Wad m P-hook 7 7 7 7 7 7 7 7' 8 1 8 8 I 6 9 B B 1 9 10 10 70 10 Design Pressure +42A0/-1239pl/ I +116.4/-11e.4psf +9&5/-06.60 +e53/-924ps/ +763/-8L6psf 31-118" HasdI81U C5+2 CB+1 C6+2 C3+1 C5+2 C6+1 C5+2 C3+1 CS+2 C5+1 C5N C3+1 c6+1 CS+I C5N C3+1 C5+1 05+1 C5+1 03+1 30" DLO Jamb I6 6 7 1 6 6 6 7 6 6 1 6 1 7 5 6 6 B 6 8 6 8 8 Wdh P-hook 1 7 1 7 1 7 1 7 7 7 7 7 B e 8 8 9 B 1 0 9 10 1 70 I 10 I 10 Design Pressure +1046/404.5ps/ +104.61404.51P81 +87.0/-67.8ps/ +7G7/-82ps1 +68.5/-12pal 'D 37-90' I HeaNSN 06+2 C3+2 CS+2 C3N C5+2 C5+2 C5+2 C3+1 C6+2 05+1 I C5+2 03+1 CS+2 05N 05+2 C3N C5N C6+/ C5N C3N 42' Wl�h Jamb 6 6 7 6 6 fi 7 5 5 6 7 5 B 6 6 8 8 8 8 8 IS IS P-hoak 7 7 7 7 7 7 7 7 g 8 B 6 9 0 9 B 10 1 10 1 10 1 10 Design Pressure +80/-pops/ +801-80ps/ +80/.BOPsf +60/-05pa1 +60/-05psl z`§ 43-Ilan HeadISN C5+2 C3a2 C5+2 C3+1MCI+2lC3+IC5+2lC5+21CO+22 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C3+1 C6+2 C6+1 C5+2C3N4B' OLO Jemb68 5 5 6 7 6 6 6 7 6 8 6 6 6 WidthP•M 7 7 7 77 7 B B 6 0 9 B 9 B 10 10 10 10 Design Pmssum +74.1/-74.lpsf/-74.tpsf +BAe/-63.NpslA Hemusd C5+2 C5+2 C3N C5+2 C3+2 C5+2 C3+1DLO DLO Jamb5 6 0 .66 5 6 5 0 5Width P-hmk 7 7 7 7 7 7 0 B 8 8DesignPmssum avelfeble lnlhese sizes. +60/.Npsr/-60psf +60/-60psfNot 6DLO HeedlSiB 03♦g C3+2 C3+2 C3+12 C3+2 MM C5+2 C3+2 C512 C3H80° OLO Jamb665 5 8 5 5 6 6lhP-hcok 7 7 7 7 7 T 8 0 6 0 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 MUSTALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. e OF ANCHORS THROUGH THE HEAD & SILL. (EX: FORC3+1. 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL 0OF ANCHORS THROUGH THE JAMB. THE 4 OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE S2: Water-Llmllad (t) Design Pressure Filtert IB Max. (4) DP Allowed Now' See Nola E +38.7 Pat 460.0 PSI ' 480.0 psi E 4100.0 f expiration DLO WIDTH= NOM. PANEL WIDTH -89116' .tl1'.•...•..1r/r DLO HEIGHT =DOOR HEIGHT. 11-1116' s�`01pYLYNN 4g///i//' PANEL HEIGHT =DOOR HEIGHT-2412' `��§..."lcENSC•••,F•p TABLE NOTES: Np. G8705 '— VINYL SLIDINGGLASS DCORNOA JAI 10/05115 t 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OR DP & ANCHOR QUANTITY TABLE 8 J ROSOWSKI - v I$ IL A 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG 15 PER FIG 1, A SILL•G�? RISER IS NOT REQUIRED. IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. ® �8 %'2, •'•:FCORm!;.' 3) SEE SILL RISER TYPES ON SHEET 4. CFRT.0FAU1H.620198 r SS/ �C�� 4) SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE /iir�NAt-!!s``` 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 qq ALYNN IJUM M 0)SEE SHEETS II-16 FOR ANCHOR LOCATION&SPACING (941}480-1800 UGD-5470I NTS S0F 21 6� MD-6470.0 EXAMPLE: 3-PANEL MOON POCKET. 48-CONFIGURATION -P%X%, INTERIOR MOUNT POCKET,48"X 84`NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, �FRAAtEJAMBREOuwao�IffAD SPuc� ®IxrFmoRPocXETs AI MN(. ,rypER,pR OENIERe1NE oPMTlncocx CEPANa IE OFvaNELf CENiERIJNE OFIMERLOCX 0FPAN 2 oFPANELa SEE ROUREBELM MRADORIMUL CENTERLINE v�wfORMr01UAATION oFPANELa PROJECT DESIGN PRESSURE REQUIRED: +48.2I58.0 PSF t� I BRIDE NOTE: :WOR NONSTRUCTURAL ANCHORS MAY SHEETS BE AUGIN RVOO 81LIF TO NONTHENEADORBELIFA SPLICEOCWRSNTTNM APOCXET. BILL8PNCE A . 9• PO MT BY p OTHERS, SEE NOTE 8, BHEETa r PNCHOPADB "i, SHEET 11 ,�, • •n` HEAD ANCHORAGE DETAILS ' PXXX (3-TRACK) 4 INTERIOR I_CEM5RUftE _ OF RRF CCJK cwB5RLWE `OFPANELf � ICEMERLINE 1 OFPANEL2 •Ce•CWSTER,J SNEEi11 SILL ANCHORAGE DETAILS MAIL EXTERIOR v U.1 t INTEIUUKPUUNEIG SHEETS 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2J58.0 AT NOM. PANEL SIZE OF 48` XW. FROM TABLE I, SHEET 7.THE DESIGN PRESSURE IS+00/50 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY He SIII Cf'2 ANCHOR IN GROUP A(SEE TABLE A), TABLE .11 S PXXX(3-TRACK) END PANEL ANCHOR EXCEPTION: DISTANCETONE147m1m To aR2eue^o.a OaLEsa PRODUCT RENT c p1 In w1tN t Building o a RDA-Np. Is. EapTre11onoamC4l gy M1a -O rogue 1 SHOWS ANCHOR REQUIREMENTS OF: 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: cEMERLINEOfENOPANEL HEAD( CLUSTERANCHORSk SHEET 12 FORTHE"C3" CLUSTERANCHORSAT Irnwc THE INTERLOCKIASTRAGAL. FOR SILL (SHOWN)AND HEAD, ANCHORS'ATTHE OPT.ANCHOR �( HEAD(INTERMEDIATE ANCHORS): SHEET I2 FOR THE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE , f ioAIOIN aUONMw I MIDSPAN OF EACH PANEL O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11FOR THE `C3"CLUSTER ANCHORS AT 25-TV, OTHERWISE ANCHORS ARE NOT REQUIRED AS pAA1�LYNNM "ZIi' ANCHORAGE ANCHORAGE THE INTERLOCK)ASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FORTHE °+2ANCHORS AT THE PER THE FIGURE ABOVE: �eusE DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. � [�-� VINYL SLIDING GLASS DOOR NOA Imam_ "O No.5U7O5 RPRODUCTREFERENCE9. ALSOSEE: SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P-HOOK: 7ANCHORS,SHEET 13 FORGENERAL - LAYOUT, 111 l ef p a STRAIGHT DOOR EXAMPLE AP JROSOWSKI � �.o HUJle LOCATIONS OF CROSS-SECTION URAWINUS. B SHEET IO FOR SPECIFIC GLAZING TYPES. 3 INSTALLATION DETAILS INTO WOOD CAN C) SHEET 17FOR ALLOWABLE PANELTYPESAND CALL NAMES. BE FOUND ON: D)SHEETS 4& 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL: SHEET '-� CERT.OFAUDI.R29fae i < �� "+'^•"'C^ "......... ' '�`,SSIONAI-� � L•rT1111... 1070 TECHNOLOGY DRIVE m �� SG0; 5470 j NTS 9 OF 21 qq 61 MD5470.0 B E)SHEET I9 FORINSTALLA7ICN OF ADDITIONAL ACCESSORIES. JAMB:SHEET3 N.VENICE, FL34276 ALYNNMILLERPE F) SHEET 2I FOR A BILL OF MATERIALS. P-HOOK: SHEET S (941)-480-1600 P.EgcSTos NOM. DESICCANT STRUMRAL SILICONE FOAM WITH DESICCANT EXT. GLA3 1-WIWNOM. PAINTED/ 4v `INT.GLASS —INT.GU 4v • SURFACI KODISPACE SUPER )p a RIOR )p TPS SACER®NXT) aWEVIFRUMS )APROOICi9EEPOR TOWMI)STEEXTEROR I1� A4SGS SITE a INRRgR ' ISTNTE79 eImEvt-00IS T0WMDSTtIEINN0R DURASEAUD )) SPACER m XL EDGE' SPACER GLASS DETAIL NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PANTED OR LAMINATED. 2) PRODUCT MAY BE EITHER NTERIOROR EXTERIOR GLAZED. 'T'=TEMPERED e.ao-mlpll `O"' LVNN k, "/i�' �N`: Na 5Gro5 W; 3, VINYL SLIDING GLASS DO OR NOA 10l05/15 GLAZING DETAILS 8aI J ROSOWSKI ' -G `• 1516 �.p •,� 2E � @ll cEm.oF AUiILrmSe _ONAL,�•``• 1070 TECHNOLOGY DRIVE,�9 n.101 N. VENICE, FL 34275 (941)400-1000 SGD-5470� NTS FJ[10 OF 21 14 MI 470.0 �4 ALYNN MILLER, P.E. PEA M705 SILL CLUSTER ANCHORS LAYOUT: ASRUOALOR IMERLOCK CENERLINE 4° MEMOS V 2-TMCKC U R'CY ANCHOR LOCATIONS ASRUOALOR IMERLOCK 4° CEMERLINE Exi�E qe STRACKCUAITE W NICHORMMMM WMWORLWAAWS ASTMOAI.00. INTERLOCK CENTERLINE 4• WEPIOR 9TMCKCLOSTER'CS ANCHORLOCATIONS NOTES: 1) ALL DIMENSIONS DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK S I DISTANCE 2376° 2.976° FORANCE S . 4° O-TMCKCLOSTER'CY MWORL MDM TYANCHORLOCATIONg 1070 PANEL CEMERLRE IXTJE�NLOR 2TRACK INTERNEOIATE •N•ANCHORfOCAMMI PANEL CENTERLINE EM�ET�mOR 1/ 3.TMfXINTER mmm '?ANCNORL MOH ••i'ANCHORIOCATION MML CEMERLINE 4° E%TERIOR 2.MCKINTENMEONTE 42' AWWR LOCATIONS fi r2" �7p 4° MWKIMEIWEONTE v2'A WRLOCATIONS PAM1 Lry�� CENTERLINE 4° e FXIEHIOR STMCKINTERMEOIATE -#YANCHORLMATONS CENTERLNE q^ fERIOR +n 3.22° 9-TMCK INTERNEDUTE Y!•ANCHORNCATION9 PANEL CEMERONE 4° 4- M INTERNEOATE V 4-TRACKINIERNEONTE '°2'ANCHORLOCATION9 '•YANCHORLOC =M NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376° I t2V FORALLSILLS: VINYL SLIDING GLASS DOOR NOA 11110106116 ANCHOR LOCATIONS 1t JROSOWSKI NTS 11111 OF 21 Itli MD5470.0 PRODUCT RENEWED nR eomplgingg lth tho R.M. BulldIng otlo I NOA-Na. 15.1210.02 9r NO. 53705 . STA ��i'6 i 4 HEAD CLUSTER ANCHORS LAYOUT: ASTMOALOR INTERLOCK Q° CENTERLINE EXTERIOR 32Y 3TMCK0.USTER'Ca• . ANCHORLOCAMNS ASTMOA Oa INTERLOCK 4' GENtERLINE EXTlR 3.2Y 2-TMCKCLUMR•CS ANCHCRL TIDNS ER10it — 4 3.22° Dmf "FAMCLUSTER•CS• V a•TMCKCLI%TER'W ANMRLO 7101 i ANWORLOCATONS MIUVIALOR INTERLOCK — CENTERLINE E%fIE�R10R V 4.TMCKCWSTER %YANOWRLOCATIONS TWANWORLOCATIOI NOTES: AL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO -TRACK DISTANCE IS 22376° FOR FOR ALL HEADS:S: HEAD of INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE 4° EXTERIp 32Y �/ R-TMC RiMEpIATE . '+2•ANCRONORLOCAl10Na PANEL CENTERLINE E%iEnnN R V STMCX DITERMEDATE 1'ANCNORLOCA110N PANEL PANEL CENTERLNE CENTERLINE 4.76° E%TERIOR EXTERIOR 0T 'PANCINIF.MaTi TE D ]-TMCXINTLR MOTE V • T•nxcxoaLocnTloN V •.r,wcxpa tounars 1NEL PANEL LINE CENTERLINE EXTERIOR 4-7MCKINTEPMEDWE 154TMCKINIERMEOIATE•✓1' 41•ANCHORIOCAnDN MRORLOCAT1ow PANEL 4" CENIEPLV@ EXTfJiIOR STMCKINTMECATE WANCHORLOCATIGM 4° 4-TMCKINTERMEOIATE-W ANCHOR LOCATIONS NOTES: EIDUREaeEmAIN TDTI@FOLLQNNOIIEM 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. RNFWTEItLKORIOG DISTANCE IS 2376' 2.376° FORALL HEADS: PRODUCTRENEWED ��LII LYNN ITT! HBe 1 ee eomPlYln, wlN lho Florida Atm6 6 Building Codo . 1 `ICENSE :F1+ P-Rook T N0a-No. 15-1210.02 EaPimOon Cam04121/2021 ^ x ND. G070G SLIDING GLASS DOOR NOA JAI 10105,15 Bye_„ - Ill ANCHOR LOCATIONS B IASIJROSOWSKII NTS Ill 12 OF 211141 MD-5470.0 FIGYRE9 PfliTMI MTE F W rOMMa M10 (.NpIGRIONTOWA P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 7.126' —a-u 2.376" H N Ir-- 4.76' [9 8 L. HaeNSal N 21.0° 21.6° 21.0" MAX. MAX, MAX Jamb 6 P4wok. O.C. exT_ _ enloa O.C. �-2 O.C. OPT. ANCHOR, TO AID IN ALIGNMENT 8' 0° 6° - MAX 42TRACtL NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. MA% MAX I FRAME i 4-TRACK FRAME BE LOCFOR 3 ATED IN ADJACENT TRACKE4-TRACK JAMBS. RS MAY 3-TRACK JAMB ANCHORS JAMBANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. 12° MAX JAMB JAMB JAMB (q)WEEPNOTCHES (5)WEEPNOTCHES PER END @ 1° X.600' PER END @ 1" X.5001, PER END PER END @ 1° X.600" �E SILL SILL \ SILL E%TERIOft EXTERIOR EXTERIOR 0" (3) TRACK WEEP HOLES 8 TRACK WEEP HOLES EVERY 24°@1.125'XAW;� () �_ (10) TRACK WEEP HOLES��` OPT. ANCHOR TO AID IN (i)WEEPNOTCH EVERY EVERY24°@1.125'X.190;� EVERY 24'@1.126"X.190'; 24-@ 1.375 X.500° (1) WEEP NOTCH EVERY (1) WEEP NOTCH EVERY ALIGNMENT 24° @ 1.375'X.500' 2P @ 1.376' X.600" NOTES: 1) SEE TABLES I d 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT (2 3&4TRACKS) PRODUCT�R,ENEE Forltla ' OF ANCHORS REQUIRED IN THE P-HOOK. `��`oa.11LYNN1M��!i� .-- . 'vOEx '•;FR xoA-No. 15.7210.02 `� g..Y•,: SF rpunFnPrnrnwroneParmwroPocrer+x+a NIGWRLCC/.naai _ e.Ptraaon Dam 0=112021 ,°, •. is No.0W06 ® VINYL SLIDING GLASS DOOR NOA 10f05N5 ANCHOR LOCATIONS C 84 J ROSOWSKI � 114.1 ey MI PmtlmlGonlml = �'•,. IS �� (+� FC`` NGaC131i1 C941 6 CEIR.OF AUIH, tl2a2Ba n ry 1070 TECHNOLOGY DRIVE fOIVA1. Jamb P-0aak 7 N.VENiCE,FL 34276 SGD{470I NTS 1 13 OF 21 4 MD6470.0 �4 A�YNN MLLIOt P.E r.Fesaraa (961}400-1800 SILL 90° CORNER CLUSTER ANCHORS LAYOUT: RouBwt•_anmNKTona oumw ourcaw naL HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: .UICNORLOCAnd10: E� H F L BO" 4' 4. 4° 4• 'I) � a9 MBBNSItl t ° a ��jl Jamb 6 J91f EXTERIOR 3 2Y E�XT P4nok 7 ' 2TMCKBPCOIWETI 'U`ANfJ10ftlACATpNS jERI�OR' bTRACNBO'COM£R 'Ca•ANCNOR LOLATION6 �j 2•TMCK8t'CORIFR E1�TFAI�OR—� 'U'NX:NORIOGDON9 '1 2-TPA N'CORNFA FRIG 'C6'ANm10RLOsmwI . (U6EVIRERE'C3`ISWECIFIED)� lU$E WHFAE'C6'696PECIFlEO) (UrSE"ME'CS`ISSPECIFIM) V lBU9E WH�FJIE'C6'IB 6PECffIfO) q q, V PRODUCT RENEWED 4n 4" va eomplYYlno with the FIP44R Du1111nD Cado 4" 9' Nol No 15-1210.02 '32r Eapimtlon DAto0412112021 4" 4- Dy q• 4" ml ae vroauet eamrol EXTERIOR Y MCKPoNFA 3.22° E%TENOR 3•TMCKBO'COPNFA 'CS'RNCHORLOCATON6 3.22" S-TMCI(00'CORIIER E%TEPIOR `VANCNORLOCR=W 'Ty bTMO(BB•CORNER 'Cfi'ANCRORIOCATIONS R R*R 'G MWOR'COPLOCATION6 V (USEWHERE•Ca'196PECIFIFO) RL6E Wr1EREG6.196PECIRED) (USEMERE•CTISWECIREO) " NF 9ESE WHERE'CS IBSPECEIEDI y IffIff \-rr�.--° 4" 'G4-'TAMNpCK10PoR'LCOOGRNTIF0AN9 �3������,J�IHIIII�I(I(II "OS'ANCKORIOCAl10N9 ---�' . •CC6.`TAMoNCCKHOBRO'LCOOWRTNPORNS 34° a" E I R FLOW) .. 322' EXRIO 4° 22° E%T EXTERI�4R�OR . 111 CNOTONALVALMM PJM (9EWtMWI36PECE0) (USEWCYI66PEC6EDI M) (U9EWERECSI66PCFIEO) NOTES: IwunrsPERTuxtoMErouovwem•mw+ea 7)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR NOA $ 1010516 NEABANcxCI1 LOpAlmNC y y - 90' 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE C ANCHOR LOCATIONS D 9a? JROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. Hae41S01 I D 1 ® i a� Jame a SITRACK-TO TRACK CERi.OFAVRI. B'LB286 n npp P-hock 7 DISTANCE 152.376' 2.376° 2.375" 1070 TECHNOLOGY DRIVE �G FOR ALL HEADS AND SILLS: N. VENICE. FL 34276 (941)-480-1600 SGD-5470 ,I NTS 140E 21 94 MD-5470.0 �`$ FRNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: wawia nse6m risu NFNbiIMATONS 13 4° 4• 4"4'P�MERIO E%T--C�RI�H IL 4, E%TERI 4.T_ P� x 7 3.22" ,LD E ERIORER2-TRAOK155•CORIffH 2-mc I]5•CORNER V 2-TMCKIM•CORNER ONB CbANCHORLOGTIOPANCHORIOCATIONS 'C3•ANCHORLOCAT10N5CffIFD) (USEYAiEAE•CS•ISSPEcIFEC (OSE WHFAE•C.PISSPECIRED) (IWEWHERE•C711SPEGFIED) r }T KIVCORNER 'W"HORLOCAMONS (USE WNERE CY IS SPECWIED) 44PACK 1351 V NANCHORLOCATKINS (USE W NERE C3" IS SPECIFI W ) 136 e3NeYl 1 J3116 6 PHltgk 1 7 NPACKIM'CCTION CW[ERIIIORLOCATIONS (USEWNERECS' 166PECIFIED7 4" 1E4. E% EFR7I�OR 3.2T' V 8-TRACKIM•CORNER CPANCNORLOCATIONS (USEWHERECS'ISSPECDIED) /• `a ,�s \.. I • r" 4-TRACKIWCOMER v 4-WCK135°C0RNER •Cs'ANCHORLOCATIONS 'CPANCH0RL0CATI0R3 (UHEWRFRETIV IS SPECIFIED) IU3EWHERE51.198PECIFIEO) 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 2.375' V2.3751 2.376° FOR ALL HEADS AND SILLS: EKTERIO 15 4" 3-TRAG(135•CCRNER 'C3•ANCHOHLOCMIONS (USE WHERE -CS I8 SPECIFIED) 4•TRACK t3s•CORNFA 'C3'ANCHORIACATNINS (USEWHERE MA•IS SPECiFIEO) EKrenIDR 07 PSiom-o mauct � AOpLY LYNN ry �\ �tia:'�3f.EN9F 14D. 53705 �•I) i S St7 !L C1- T� ...Ftpntgg ONAI. : Sg anon' VINYL SLIDING GLASS DOOR NOA JAI 10105115 ANCHOR LOCATIONS E 5Al JROSOWSKI N. VENICE, FL 34276 Ii raan.4An.TSnn ISGD5470� NTS 150E 21 68 MD-3470.0 SPLICE LOCATION 4• 'ExT�EnRI�OR 3.22• V 2TMCKSPLICE -WHOKLOCATION9 (U$E WHERE'CT196PMFIED) SPIICE LCGno 41V EXTEPIOR a' F7 MTDTMCRS Tj V ANfJ (U9EN11Els:w'CS W msp IONS 9PEQFlE07 1 ' 1 4' 4-TMCKSK CE 'CA'ANCHORLOCATMM (USE W NERE'C4' IS SPEGFIED) MaedI3B C3 Jamb 5 P-hook 7 SPuC 4• F7{1p1��Li LOCATION E>RE0.IDR 3.22° 9 2-TMCK6RICE 'C6'ANCNONLDCATWNS (U9EWNENE'C6'ISsPECIFlEO) 6KiCE OG ON 4- E RIOR 3.2Y 11 Mq(6PI10E V -OSM.W eTV(3$PE0Fl (U9E WHFPE`CS (96PEgFWOJ -{J-11n1inVn LllYl111{IIN N 6E WHEN:'C6' I6 6PELIFlEDj sPuM LOCATKIN 4' EK OR J L 2TMCKSMCE V 'G'MWRLOCATIONS (USEVMERE- 196PEGFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4- 4-TMCKWUCE 'C4 MMORWMIONS (USE WNERE'CS IS 6PECRI M) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEETS. 8) TRACK TO TRACK }LF�� 3)TDISTANCE IS CK-TO-.376° IV237F 2.376. FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. svu LOCATION 4• �RIOR I 1 2-TMCKSPUM 'OSANCHORLOC mow (WEL RE'CSWSPWMD) 4• }TMCKsmm 'C6•ANCNORLOCATWNS (USEWNFAE'CSIs SPECR W) 4TMCKSKGE NR'ANCHOALO ms (USENNEM'C6' W 9PECR6:0) FryT.uaD VINYL SLIDING GLASS DOOR NOA ND. 06T05 , m 1§1 ANCHOR LOCATIONS F IR4'I J ROSOWSKI ;n 34276 I % SGD4i470 NNTS 1 1 OOF 21 FL MD-5470.0 . -yI 1©5�95 {r-1.625 1.570�32�.300 8 .4 -�82110-� .120 AND STILETOP,BOTTAND�STOI EOM ®NLREINFORCEMENT. REINFORCEMENT COMPOSITE STANDARD 5.875--� ,0.836 640 I 28, .Oet 782 } 650 hp f-1� d O "MCI, .600 126 830 'Yy~ �. LLJJ 1.612 1.8+81 RI{AM.082 .301� 1.928 �+- .100 ESCREW INTERLOCKCAP, 7OCOVER(PVC) OANCHORPLATE Q9 TRACK INSERT 10 EXTENDED POCKET 5.178 (a) 2 TRACK HEADIJAMB QB 4TRACK SILL 231 060 -ry 2.080 .100- 1 000 252 082 1.813 ri ,080 rr- 8.260 j�6.260 �49 1.435�.Y-r� ,.983 �t�� I I-IID0 O .002 T r4--� -1 O6D •13 I8 o a oE=Z:l BOTTOM RAIL ©FRAME N ILL 13 SILLTRACK QPLHOOKADAPTOR 16 P-HOOK � �. 1 1 10 COVER SUPPORT E Q 3TRACK HEAD/JAMB Q3TRACK SILL 281 081 228 2-075 64C r 3.000 .r .076 r—�--10.825 —"j Ij�.6.876--�( ,828 .600 Ir 2.607-�1 8 �.,00 a ,DD r�B�-.962 I 1.i13 o e81 78 KEEPER p82 �I KEEPER @BARGOVERMENT @RREEIINFORCEMENT FIXED PANEL CLIP AR ©4 TRACK HEADIJAMB ®2 TRACK SILL _�2b11- 1 V-rar r-2E38 L99 tR4 INTERIOR I�IUJJAMB COVER --ry 1.595 t 2.686-�I 3.483,12fi I� .070 ift.3122025.120 82 .1D0INTERLJ. RK AOO ®EIORl- EXTENDED POCKET WEINFOCEMENT, REINFORCEMENTMENT NTERLOCKADAPTER HEAW-DUTY REINFORCEMENT —3A62 . 1.472 .126 320g .06013713 .1262176,07001.170. V CORNER ®ASTRA AL PASSIVE MOUNT ®ASTRAGAL CAP, ASTRAGAL EXTERIOR ,210 .252-� 1-.2101 1.261 BEVELED BEAD OGEE BEAD 31 INTERLOCK ADAPTF3t32 ASTRAOALA00-ON 33 AND BOTTOM RAIL �125 1 } V .3200 REINFORCEMENT ®PLATE ¢rylra9on $090' .32r-3.345 NOTES: m�1=0 Proaur 5�1 1) SEE SHEET 4 FOR SILL RISERS. .0481.229 0 3 .066 3.945 .OBDg) SEE SHEET20 +—.018 FOR SCREEN PAR75. 9 ALLDIMENSIONS 135•CORNER 980•CORNER 00•CORNER 00•CORNER 0 ® IN INCHES. r11111111 ASTRAGAL CAP, �ASTRAOAL ASTRAGAL CAP, INTERIOR JNN LYNN INTERIOR EXTERIOR �J� 1Z`�•`�cEnS� 18VINYL S GLASS DOOR NOA EXTRUSIONS XTR E EXTRUSIONSIONS J ROSOWSKI NTS 11118 OF 21 1941 MD-5470.0 No.50705 1)INSTALLtANE 2)INSTALL CLP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTOINTO FRAME ATTACHMENT ASSEMBLY (4)ANCHOR PANELJAMB eq HEADER TYPE AS USED INSTALL ONE BLOCK AT BLOCK IN INSTALLATION, STILESUBSTRATE,SEE EACH INTERLOCK. O TABLEA,SHEETITABLET ATASTRAGAL, INSTALL ��-///��� (3)moX ONEBLOCKTHAT _ 1 SMS w / SPANS BOTH PANELS. �� (3)geX i 1.6° SMB Oq c INSTALL ECLIP TTE \ (2)114• FIXED MIOSPAN OF EACH FU(ELCL\ +PANEL / a'X2-114'SMS CLIP PANEL -TO -FRAME JAMB LOCATION wB X 1° SMS COVER EINF. BAR a U8X 1-1/4°SMS � JAMBTO SILL ASSEMBLY d REINFORCEMENT PLATE ATTACH WITH XB X 1-114' @ 34-1/T MAX O.C. eo INTERLOCK 1 CLIP COVER �� ) INTERLOCK �l GI IV OREINF. PLATE (2GHSUP•SMS � ���/1j'I� THROUGHSUPPORT,n ��✓' INTO PANEL es 810 X INTERLOCK SILL RETAINER 1I/2'SMS CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 4-PANEL, 2-TRACK OXXXSHOWN ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS X LOCKING JAMB I��IIII INTERIOR )TES EXTERIOR DETAILS APPLY TO 2,3 AND 4TRACK CONFIGURATIONS. SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. SEETABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. CONTINUOUS ANCHOR PLATE, ITEM R8, IS REQUIRED AT ALL FRAME. 34276 LH VINYL SLIDING GLASS DOOR NOA ACCESSORIES INSTALLATION Expl.u°° `J'".AT LYNN 4 I LOCATIONS, �'dceNSE' 10l06/16 - '�� No. fi8708 J ROSOWSKI =. .cl NTS III 19OF21 I1$I MD-6470.0 BOX SCREEN DETAILS: HORIZONTAL SEUI IUN EXAMPLE VERTICALSECTION EXAMPLE EXAMPLE EEN (BECK RAIL SIDE tBB BOX SCREEN 1Bt SCREEN mBOBOX KOSCREEN INTERLOCK SNAP -ON BUGFLAP ASTRAGAL ADAPTER S00 I..— 1.48487 �— T� 1.487 )+— Lo 1.61 0 .000 10B ASTRAOAL� X SCREEN t01 SIOLLADD ON BOX SCREEN HEAD (BAND JAMB ADD -ON ADAPTER STANDARD SCREEN DETAILS: VERTICALSECDON EXAMPLE CERT.OFAUTH.l20200 1070 TECHNOLOGY DRI N. VENICE, FL 34275 02 13, t21 In HORIZONTAL SECTION EXAMPLE 081 1.202—i�-�j1 1.778 1.778 ' 5 050.0050 .046-- i REEN 121 SCREEN 1R�SCREEN OXO AMP SIDERAIL, ASTRAGAL IL LATCH ADAPTER PRODUCT RENEWE 0, ce- on wlN the F. 1.4351+ ammma r.726 I NOA-Hp. 15.1211 P.aplmtlon chte0412115 P .705 .782 —.040 a .0-02 miam- p oauct cpi nB SCREENVINYL n1FRAME SCREENBILL ASTRAGAL ADAPTER ADD -ON 1)ALL DIMENSIONS IN INCHES. No.58705 (DING GLASS DOOR NOA Iml '0105115 DETAILS 14 JROSOWSKI-=;'•., R F, :FtoRlpr. 4 " S70NA41 7In.IU )I NTS 111 20 OF 21 i4 MD-5470.0 $£ AtYNNNAtFF P.Ea Bp20• FC• 'tl PedN OasodpBon MebNal 1 19001 2-Track H6adJamb Mold PVC FP 2 IOD02 124heek Sill WDId VC 18025 24sok HeadJeme Qd PVC 4 19o26 211aok sill WBid PVC S IDD27 4gmk Had?Jemb Rigid PVC 6 11120 4Treek 6111 Rleld PVC T 18009 Frerm Screw Co., RIOM PVC 0 19031 lAncher Plata BOB3T9Alum. 9 18007 jTmck lnsed 8083.7E Alum. 10 19081 Inleriock Cep-ExlaMad Pocket Rigld PVC i1 18036 Be tam Rd Support 0061TO Alum. 12 18MBA Outer8111Cowr 8003-TBAIum. 13 18011 861lleck Cover WgId PVC 17 18032 P41ook Adaptor 8003-TE AIum. 1B 19D20 PAlock 6003-TBAIum. 19 I 19047M Extended Kasper E08&TB Alum. 2D 19029M Keeper 8063 TO Alum. 21 18014 ReNhroemenl a Onus RlgId PVC 22 1 16030 iftlaftearreaft Bar 0005-T6 Alum. IMTE 23 1B037M FBed Pmsl CDP Alum. 24 1 18036M likeinforowmat Plate 0003-76 Alum 25 1B017M Top Ran, BMlom Roll ad RelnforoemeM 0006-T6 Alum. 28 19046 Compoene 27 HIM Inlutlock .300 Relnlomemenl, Sid. 6006-T6 Alum. 28 19013M Mlariock AW RalnMroeman . HD 6005.76 Alum. 29 19019M Astragal FatNomemenl BODa TE Alum. 30 IBM Extended Packet Interlock Adaptor 8U83•T6 Alum. 31 19008 hlellock Adaptor RIBid PVC 92 1BOOB Astragal Addo 1 RlgId PVC 33 1g004 Panel Stne, ToplBottom Fall I fgla PVC 34 19040 Interior Jamb Cowr 6063TO Akan. 95 1B078 136- ComerAetre9al 8003-TB Alum 30 700T7 135' ComorAelmgal Pesehe Mount 6083 TS Alum. 37 18070 135'CamarAslmeal Cap-Exl. WgId PVC 38 79080 135-CommAsuagd Cep -IAI. Rigid PVC 38 180T8 M-ODmar AelNgal 0g83-TO Al... 9 Padg Desorption Materhal 40 19081 W'Co,w Astmgel Cep-EXt. In PVC 41 19082 BD' Comor Astragal Cep- Int. Wgm PVC 42 IMB5 8111 Riser-(2-1/2') 6083.76ANm 43 10022A SIH Riser-(3-1/2') 60B31BAlum. 44 IBM SN Fiber'-(4-11161) 6083-16 ANm, 46 1902AA all Rher-(48/8') B069TB ANao 60 716000W Aar x .320' FN,ed (81Ye) 61 77no6K, 1-1/2'x 1'x3/4'Fln sael Dull Plug lit 71690 Dust Plug SO 1 410041 jimedock Clip Cover PVC 61 1 78163X ITendern Roller Assambiy SS 02 1 78163N ITandorrRollarAseembly Nylon 0 1 78)/6FPTX INOX 3r4' Ph. FH 6M9®Roger& Farm. 39 04 4t9042 Frama Header Block Mhn 65 48052 RallarAd). Role Play PVC 88 49985 4HMS Bumper BNp PVC 67 76X(14FPTX INOX 1-114'Ph. FH9M9 ®6tmparamp SS 68 716080 ISIN Plus PVC 69 78185X 100drd Maritsa lack Mao Trim plate Steegas 70 71037X1FPFX 1032 x 1' PRFH MS a look 8S 71 woos Hand, Kit Coat Zino 76 Kommedin84SG TPS Spacer System Sea sheet 76 - Guamx SuperSpacer MiM Hot Molt Butyl 10 for 7/ Ouanox Dumsed Materiels 78 Ceminal) Edge Spacer 79 1 jDaw Coning 995 or GE-77m Baakbeddng ISlllcona 62 1 IM44 ji,111W Bowled Bead I RIgld PVC 83 t9D15 1-U6.Ogoa Geed WgId PVC B6 71726K SetMB Bloekt'x4' x V18',86+/-6 dunx Neoprene BO I 7BIPSTX 10x V Ph. PH SMS ®Plans Assembq 99 91 7SX114PHPT410% Nex1414-Ph1PH SM84pRe1nLBer SS 02 71a)(IMPT10.OX 010x1'Ph.PHSMS®RaI6aPPm 39 93 710X11SPPX 010 x 14ir PR PH SMS ®Fxtl. Phi. Up 66 (M 710) 2.6PHPT198X x 2-1/2' Ph. PH SMS 9R,W. PlalarAsl. as 95 71420)2.25FPFX N12x 2-1/4' Ph. PH SMS ® Nor. Bock as go 710X7.TSPPX �010 BIB x I4W' Ph PH SMS ®Keeper S8 87 710)34PP% IM0x 3/4'PR PH SMS ®EMI. Pkt. [At. SS N Perttl Description Meletlal 100 1225 ecremT Roll: 608316 AI 101:i:77347jA8- x Screen Bottan RaD BOB376 Al 102x 9crson Skb Re0 808315 Pl 109x $or. hNddch SOBST I AI 109x eereon enapm Bug Flop BOB910A1105x Screen OWOAsIreIAdaper BD837BA1 100x ScreenAeOaBal Adegar608376N1W 18Mx Screen FFema fill Addm SOB3Tan 10B 18N48 Box Scraon Hsullamb Addon WMTSA1 109 720%1% N7420 %1"MS T Roll 99 t10 720X112% N7440x 1-7I MS a Bdtom Roll 86 771 71783G Wet .270'x.16D'-Rn Sete J12 BIMK Wotp. AerX.60C®Bug Flop 113 7SRAZ Slandam Ratter Hylm 714 76RAX NO Roller SB 115 voice Screen lockfn Hardeces Bad 118 419053 Screon Kocpor S1641 117 TOMPPA NBX V Ph. PH SMS Steel 118 1697/3/4 Screen Spline-.780'S.18B' Vinyl 119 1816C20 Scram Cloth Fibaglaco SCREEN! N Perltl OoamlPllon Mntariel 120 12033 rame RMI WO T6 At 121 12026A From. Pull OWN 6003 TS At 122 17303 XO ANmgal Adepler- 806ITS Al t23 4B53K bYl Mlre9el Adapter RI91tlPVC tat w012B 019creenA MVd).d) Bm9ToAI 126 SFP95K .0541-5 mo. Vinyl 128 78XI12PSAT87 Ph. PH 9M901ssembly) SS 127 712W ay Wheel Assembly(Slenderd) Nylon 128 71202785ey Most A86emNY CHO) SS 129 1 wdos Semon Laoklig lion affl Steel 130 1 710X14PPSOA% N10x3/4-Ph. en BM&@Semen Aal. SS 131 7SX12PPSMeX qe x UT Ph. PH SMS 0DoW Ast. as 132 18A2/3'A eNeen8parN-.145' Vinyl 133 7818C20 Screen Cloth Fiberglass PRODUCT RENEWED as c,mpula with the Florida Building code NOA-Ne. 16-1210.02 GLASS DOOR NOA PARTS LIST I141J ROSOWSKI NOTES: 1070 TECHNOLOGY DRIVE 1)ITEMS0 14-16.48-49.63.59,72-74.80. 61. 84.85,87.89. 98890 ARE NOT I .VENT 0.18003427 I SG05470 NTS 1 21 CF21 58 MD-54 00 USED AND ARE NOT PART OF THIS APPROVAL. No. 50705 z�i(;ANNED BY >t. Lucie County M IAM 4MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ("A) www.miamidade.gov/eeonomv 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 Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion —L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08129111, with revision B dated 10/10114, 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. NOA No.16-0218.03 ruarti•onol couNTY Expiration Date: May 26, 2021 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 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10- 0 819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC Vh 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 Manue ez, P.E. Product Conl of aminer NOA No. 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 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 05/26/16. ManueE02,,.03 Product Contraminer NOA No Expiration Date: May 26, 2021 Approval Date: April 142016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCE 1) DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE FENESTRATION PRODUCT INSTAUATION.TYPICALAPPLICATIONS ARE SI EVALUATED BY AN HOWERIENCED INSTALLER FOR THE BEST INSTALLATR MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DI 9 WOOD FIGURE 1: 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULTIPLE OPENING VSInHFMYERnCMN10.l ARCHESTOBE HAVE BEEN TESTED AS'FREEFLOATNG'AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SMALL MULLIONS / SEE DE}ALS� REST ULASSIE AOAJA REG ONE HAVE HAVE BEEN A CAP ED S'FREE THAN LV4FROM TNDO CUP. NO axEJ:TBxa swae HAVE BEEN DESIGNED TO RESISTTHE WNDLOADS CORRESPONDING TO THE REQUIRED SEE ME S ATHRU G. S16ETSx.I I -T_ SHEETsxJ \ i;lt--li / ME SLL TO IGM EMIIZE SEEDETAILE. MS SHEETS FmESTRAWN MODUOISMVY DE W ANYTYPE MUSFBE / I11 MAMIIFAGTU1ES BYPST. �eEEDETAus �MGWIANTAI SHEETS MULL SH�FISx] LENGTH HOMOMAL LF qTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: y mom I�DPFwNGN1OlM�1 d I I FIX1 CPF� d N HEIOXT d LENOTM ILL MULL SINGLEMUWON L`" SNGLEMUWON L� ', SEEGCRRES DETAILS F0.0NFMURElAEOABOVE STANDARDS USED: .2014 FLORIDA BUILDIND CODE (FBC), 5TX EDITION �ANSUAFBPA ND&2012 FOR WOGG CONSEUCTION .ALUMINUM DESIGN MANUAL. ABM-2010 •ASI-S10 071S2-2010 3)THEANCHORAGEMETHODSSHOWN DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECTNO MORE 7HAN 060. THE VJSTRESS NCREASE WAS NOTUE ED IN THISANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIREASSEMBLY IS THE RESPONSIBILITY OF OTHERSAND IS BEYONDTHE SCOPE OF THESE INSTRUCTIONS. 5) USETHE COMBINED WIDTH OR HEIGHT OF ONLYT WO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURESAND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET24. FORMULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT ATIME WHEN USINGTHE DESIGN PRESSUREAND ANCRORAGETABLES.THELOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHAJLAFPLV. wG HT A 0) WHEN FINDING YOURSIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THENE%T SIZE SHOWN ON THE TABLE(S). LL 7) ANCHOR EMBEDMENTTO BASEMATERIAL SHALL BE BEYONDWALL DRESSNO OR STUCCO. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALLSE COATED OR CORROSION RESISTANT ASAPPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALLBE PROTECTED AS REOUIREDTO PREVENT REACTIONS (—H=Z.MULLLENGTH— I B) REFERENCE TEST REPORTS: FTIAW43; ELCO U.TRACON/AGGRE-0 7011 NOA'S 9) MUWONS AND CLIPS HAVE BEEN DESIGNED 0 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONSAREONLYTO BE USED WITH POT-APPROVEDFENESTRATIONPRODUCTSHANNGCURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVNL 11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THATTHE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPUES WITH THE REQUIREMENTS OFTNIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LEIMPI FOR THE OPENING USING THE ASCE.7 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'TRUNGULARFTRAPEZODIAL'. AMSOMIY-.-...-.. 4) FIND THE CHOSEN MUWONS MULLION CAPACITY ILBSIFP) FROM TABLES 1A THROUGH IGA ON SHEETS 5THROUGH 2O RESPECTIVELY, USING THE MULLION TYPE, LENGTHAND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTIGAUIYOR HORIZONTALLY'). THE MULLION CAPACITY(LBSIFPI OWAINEDSHALL MEET OR EXCEEO THE DESIGN PRESSURE REQUIREMENT MUSIFP) FOR THE OPENING OBTANEDNLL STEP1). H TZ 5) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THEVALUE IN THENEXT COLUMN ANCHOR CAPACITY REQUIRED RBS). THIS VALUE REPRE$ENE THE WWDLOAD TRANSFERRED TO THE SUBSTRATE BV THEANCHORS AND MU9TBE MET70 ATTAIN THE FULL MUWON CAPACITY. ON THESAME SHEETAND USINGYOURACTUALSUBSTIULTE CONDITION(MULTIPLE IR0)FROMTHEANCHORCAPACITY(IBS)TABLE JRVERIIG -4 aPEMNOYADRI ANCHOR/SUBSTRATEIANCHORCLIPPATTENNMAYAPPLY) SELECTAN ANCHOR CUP PATTERN AND VERIFYTHATTHE REQUIREDANCHOR FIXiYEJRXAL MULL CAPACITY IS ME'. MULTIPLE MULLIONS 7) IFTHE MULLION CAPACRY(LB91 )OBTAINED IN THE TABLE IS HIGNERTHAN THE DESIGN PRESSURE R�UIREMENT ILBSIFPI FORTHE OPENING, YOU MAYUSE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITYREQUIRED. WITH THIS VALUEA LOWERANCHOR CAPACITY OPTION MAY BE SELECTED FORTHE SAME SUBSTRATE 0) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FMMTRA71ON PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LBSIFPI OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHAULMPLY FORMS ENTIRE MULLED FENESTRATION PRODUCTASSEMBLY. 9) HIGHLIGHT OPTION USED ANDTABLE VALUES USED IN ASPECDTC APPLICARON WHEN OSNGTHIS NOATO APPLY FORAPERMIT. LYNN 41LN, 'i� � a1Y:' JGENSF YT *' No.50705 %P�•'.• S TE F W CRT J : A.LNNMQ�jf FL P. 705 DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) G wwON SEESHEEIE 21-MFMHME LCC TKKG 0 ALL ANWON9 DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) A ° aQ C EXTERIOR ° SIDE VIEW M E0EBE BYCD TMANCIOR TW.AMCNIXi PERSUBUFSI EI TW PNOHOR PERSVBBTMTE. SEETABIE51&IBB PERSUBSIMTE. BOGEJENF81b1S9 9FETABIE6IBABB BVfiN91RP "STANDS µp SEETABE 6EETABIES 1B-tEB ATTACHMENT T BUfiHSTRIP EWESSHEET1 ISEE NOTE 1. . AND gTTAO1MEM SHEET 1. BEE NOTE BEE NOTE SHEET I. .. .. MW 2TI(81CgiP1EiE CH OAII• FRONT VIEW .. SIDE VIEW FRONT VIEW INSTALLATIONNOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWNABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSETHEANCHCR CAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD, HEXKEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MWOI DADE COUNTY. USE ONLY MIMII-DADE COUNTY APPROVED ELCO ULTRACON OR MOO 1!4' S.S. AGGREGATOR MASONRY ANCHORS. NO.5B705 10 ONA%. T A. L�'NNIMILLER, D.E. DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EIMBIRIE 1 pFA 6UB61MTE. 6iYNMD I I SEETIBtF5161]E Oif6ETNULL 1. Wp WYOE 1EDGE TA W6TADFD BY II I- F.ImNNI' mIs6ETxao I I I' aaafi m Auwcn 1 i i I I I •... �� EXTERIOR a.• - - a s EDOEdEUNIF - Fp11MSWwY ' MYCHOR9 t a ,.,y jNl BEENOIE t.�.,I 61�ET1 uwvl�IcoxvsrEa+u+v FRONT VIEW I —a 6m]va NamrxpE]6oaaD SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMSEDMENTTO BASE MATERIAL SHALL BE BEYOND WALLDRESSING ORSTUOCO. 2) QUANTITY OFANCHORS AND MULLMN SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSETHEANCHORCAPACITY IS BASED PARTLYONTHEANCHORTO ANCHOR DISTANCE THE CORRECTOUANTTTYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS hD, ERHERTHE STANDARDOR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET S 8) FOR MASONRY APPLICATIONS IN MUVAFDADE COUNTY. USE ONLY MANIMADE COUNTY APPROVED ELCO ULTRAOON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FYNTVIEW EXTERIOR DETAIL E. MULLION TO MULLION ]m,euN INTERSECTION (U-CLIP) V IE8 I TOPVIEW �••, FRONT VIEW NOTES: 1) MAY BE INSTALLED IN 9EE' OR 'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS. SHEETS 21-23 FOR CORRESPONDING MULUON. EXTERIOR \� 6EE 510=Ef9S143 FGV NaE LOGT(H9 EDGE DDTMCE SEET.JR" 1843D SIDE VIEW DETAIL D. MULLION ATTACHEDTO STEELSTUD (STANDARD CLIP SH NOTES 1) FOR 2X WOOD41ACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS S 2n. FOR QUANTITY OF SCREWS SIDE VIEW w l�:'��GGNSE •'•.'P I.1o. 50705 EXTERIOR EXTEIUOR (D DETAILF: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDETMISAE, r LL SREETS 2ANO 3 FOR IPUR nW X TOSPEGFlG6UBSIRATE6. wro WOOD,STER 'M,EMOORMRSONPY ®1® SIDE VIEW atlowxwnx rzrX.l2s• RmuaR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR IIV X2.1 V X.127 MUWON. 2) SEE TABLES 1B-1313 FOR ANCHOR QUANTITIES AND SHEETS 21-M FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G. DETAIL H: ANGLE MULLION CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) NOTES FOR INSTALLATION OPTION G 5 H: 1) USE ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES IBA4B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 10 OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS D] J��od'I LYNN A1q�F i.`2� OENSF '• 'P BBN WN TdN•_.._.o. N.., _ WN IBDN 120N tIBM Aacleopdvob r lmww mMllw wn.iv+r TnpTlvm. M 1i1N.126 IaWN Wmv Im In' L ft ILD�a IndnY Ladn1 InedM VMdnY Indre W.Lq IaeCn! Leediq ImIW LeedM I 11 .Mallon1041A OHIO! a 111111111111, 11 251111 Isi 111 11 ft if I fi TABLE 1B AncllPrce e21 15 h018 0k Ilmo.dU Rio Piwa M!W AnchorCUp PAttemr Iw Ian EmldYnwl Lxr IS'P uw uv]• r }w Lv1' InR 1n1 SSIIM 111Wf ]}I lb RLl the WBb WIYp H21W SWb ]Arolm®Ai6•Mh D.C,IBMNRdPMed OIpff41Y 9P0b BW IRA 1Wb BW Oe 1WIb Yi b 4B61be WA WA WA WP Me WEb 1110b IArcMn®I.tr MN 0A l8WArl1>D6eUCllp6b. IW Ne TWOe WA WA WA WA 1PLb WA WA am" 10Y2b OPIIe MSIM 113pb AAwlm f➢Y'Mn O.Gr(gy6uW Olwiffp fk ilOme ii9W M1 Re 158h11n 1lW In WOW Mlb WA l4Yb NOIb xv. wA wA WA 2 SAwlveA WTMAeQGIUGb.Me.123'Y1n.IPo.81 WA WA WA WA WA WA WA WA wA wA Aib 110b IIllb RWb W I ArvfnlRf$ffbBI telY IBIb TIIDe e eIIb I15 @e W6Re 1]1M ]Wb IYIBe LSWe WIb N2Ba CWb SNpM1n 1.1TNtt 0.W Fab(rb. NBb ME WA WA WA IW IWPn WA WA WA WA WA NOTE: FOR THEOFFSET CLIP• USE THE SAMEANCHOR PATTERN AND ANCHORVALUESASTHE STANDARD CUP' 6411n 21k hIEMC IDYn. w•88 Eke LICEto w'BBEko 118811tl 11161etl H181W AIrMl1y: xle Ekemw.W w•Deeuu.cm 918'Ek0 uavm vle•Ekluavee vP•Ekelmism �� win AweMiev 6lmr(m) sukk lml eprw(m1 1' SVY 1' 11rY T }114 r 0.6T 031' 0.1N' Eby WlarceUnX 1' SI? 1` 1-IM 1118' r 11'6 ISr• r.M. aucuoR =ANCHOR CAP.— I FIGURE I: FIGURE 2: TABLE NOTES: 1) SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES ANDSHEET 25 FOR INFOIDAATON ON LOADING. SEE SHEETS A FOR GENERAL INSTALLATION METHODS. 1.00U• I` 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHIFTS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.L 2: 00' ANGLE CLIP MUST BE USED IN PAIRS, A)SIIBSTRATES:CONCRETE SHALL CONFORM TO ADI301 SPECIFICATIONS. HOLLOW AND GROUT+ILLED SHALL CONFORM TO ASTM CAD.WOODSHALLSE PRESSURE -TREATED .125 f CONCRETEBLOCKUNIT(CMU) WITH AN SO OF O.M. ALUMWUM SHALLBE 6063T5AND BE AMWMUM OF.I2S I FlGURE4. FIGURES: FIGURES: • YELLOW SOUTHERN PINE THICK.STEELSTUOSTOSEAMINIMUM GRADE 33 AND.0A5`THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT A36. ALL ANCHORS INTO METAL ITHHAE MAY BE STEELF I& SS. OR410DAT S.5 CREW THREADS BEYOND 1'X2•X.115•MULLION • • MATERIALCKAND 010& 01 ANCHORSIINTO WOOD L �; No.58705 gY t M."E 6 � Alum Toe. Mu01on I TARI FM BWlpla 1)IOCNIn Ao:M LIV FIx UNsa1 �e]At VCFkot44sm Wpecn yl]'Eto LPrtt�n ,uuie i-e XnbICMI IN SEC. WIVE" WIV Eko IV60n IN'E"Uvncm AppegNl/ UVSG FM Mll VY SS EtO AWtMab PT" eIOSUtl BGei@5) Anchor CUD Pettemo EQIOWWaa Enk 1' ]'11! V ?Vi SIA' 1' SVf P RAIY i' 4VV 2' 0.M' EmMnMMk INI' LVI'1 WY 1 1.Y1' S 4VP LW' IAA' 1-11P LVI' LIN' oi J@1W IN m loNb 214 Ye ]MNa 1111G NOb JANO Wllb &eIN IArchnG1.15'N ]O]]WA WA WA WA 610b Jelb 6W ¢e WA W]2DR]IW]b WA WA WAAArcM1n®]'Nh 2WA O.GI---)tlIb W1W ISfOb 1®E0a WA 2ANNIERUWt0.C.l UfYN,NIe.@5'Alum. #q.11' WA WA WA WA WA WA WA IWb 101b '♦16151yllb WA WA WA NIA WA 1W" NM N/A WA WA NOTE: FOR THE OFF5E1 "IV, Use: mevnrvne rv]e,.v,. r,., ,-o,...,... rv.-..-•. FIGURE I: FIGURE 2: FIGURES ANGLE CLIP MUST BE USED IN PAIRS FIGURE 4: FIGURES: FIGURE B: • • 140M 11 fill, fill -'�„"� -ANCHOR CAP... NUWON CAP.,e.,., FORMULATOOBTAW THE •ANCHOR REOUIRED• CORRESPONDNG TO AN TABLE NOTES: Guild 1)SEE SHEET 1FOR INSTRUCTIONS ON USING THE TABLES AND SHEET TS FOR INFORMATION ON LOADING. LowSEESHEETS2<FORGENERALINSTALLAMONMEINODS. 'I r- Aasq Nod •0 •�� EnpUAIIm Data /lpZ 2) LNEAR INTERPOLAMON BETWEEN MULL LENGTHS AND/OR OPENINGWIDTHS IS ALLOWABLE DT Mlnmi hoist 3)MUUU AND MU WON CLIPS SHOWN ARE NOTTO SCALE. FOREMICT DIMENSIONS, SEE SHEETS 21.23. BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONSSHOWN ON SHEETS 21-23. 2.000' IIII ; `` LYNN HOLES TO FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. GNY, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED *; CONCRETE BLOCK UNIT(CMU) SHALL. CONFORM TO ASTM C.M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SS. ALUMINUM SHALL BE SEWS AND BE A MINIMUM OF.12&' I• X Y X.37V MULLION No.58705 = Q THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.NW THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT _�I: g b LEAST.125' THICKAND A38. ALLANCHORS WTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND C p%THEMATERIAL#10&#12 ANCHORS INTOWOODMAY BESTEEL, 1885S.OR410 S.S. :Q� T[ F FL P.E.# 58705 1x2T6x IpRd'm ITbSiW Ie . 4PMMImBq ImOgF 01n byre leeJ^Bm LodIn4 R Ou FT bSN LealPdd, Leatla4 nLWftlmW WOIOa Imdn3°r14 LmdpE loWq W t Tube �' OM.111on �d � 111, mmmmmmmmmmm TABLE 3B pnenorCo eel TebW Iba a.aa wa. Bmaawu 1/P 88 Eko y1T Elaa wmanu 1/1'sa Eko 8108.1 .1 RSIM Me01 FIa SIM BWI,W an vaam. gr[MType'. YIC Ebp UNeem 1(1'FkeUMctll y10Eke UNWm Y18'EbUWYM IN'EbON4e[m PW,LIyIx UAmoM AWNOaIa 05e 6Gm (a5)BONX (GN eaan1041 Ancharcnp PBlUme ?t/! suC r R-IIY r ?IR' r sl/C r aa• a>N• EaP lMlaeelFi 1' al? r r IAN' 1-Ud' 4tld' 1-tN' IAId' 1-0IP Y IS'8• Ix 132' 'etlal Em4dnnl F tSY• 1.]M y IN' 181114 WSb MN 14 aH au Lao Wv a1114 Pa114 b N1W IIx14 UAI4 ]A4Ma A1.lY MUL 0.G l8iftlo OS'dtlb6N. tt ]Wb =Na 4WN] iWM iMM 133M 4N. aBJ l4 WP WA WUI4 IW]b WA IaW Na WA ]9414 N014 rPoM WA WA WA -WA TWb WA WA WP ]dSlb WA WA BW I4 WA WA 1aW114 WA Ba2M 8Nb WA b5W W914 N/P 1120W IArcMn®1.Ib MIn O.Q l81NY3 (mOMpCp pb. t} 11MIb N314 9 Mclm ®]'NN.O.C.I pIbSPWp Wl6q. ]1 1Artbn®a15•Mh O.G1UtlIp,Nb.V3'AFm.1N]. IC WA WA WA WA WA WA ]IIIW Ie114 9]R14 di]b I14 Na Wllb ]W Na t A4M/IFCW Fb. Sk 1Wb loft ]ilb IISWf BE b. 1]SM 1d014 111W WA WA WA N10a Itl lb Y014 2McrM 1.15•MN O.W FtlIp .SC 3dee. ]W Wf WP WA WA WA 1W Ib WA WA TMF FMAMPLE ON SHEET 24. vvl e: rvn me vrro=• v_• . •.••� ••._ _...._ FIGURE I: FIGURE2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES FIGURES • m U� • -ANCHORCAP.,,. OF THE SELI MUM ANCHC D TO DUALB 5 FROM THE TABLE NOTES: 'I 1.000• r 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR FJfACT DIMENSIONS, SE SHEETS 2-23. 2.]60• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-73 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROULFlLLED a-2-,' CONCRETE BLOCK UNR (CMU) SHALL CONFORM TO ASTM CSU. WOOD SHALL BE PRESSUR6TREATEDL 1 THICK. STEMTUDS TYELLOW SOUTHERN IO BNE EA MINIMUM GRADE 33 AN0046' H AN SO OF 0.65. ALUMINUM THCK(16 GAUGE STR CTUBE M346AND NRALST ELTO BEAT 1 1' %2i5' %.3T6' MULLION LEAST.125' THICK MOMS. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR410 S.S. TABLE 4A Mulilon Coploth, TAbY Ilb&l ,x R.T6x TanFgR.Lon; .BMuOonM NN MN w.wSN SIN wN s wN { Wln ' T[N !pN MN wN W N OPoNnO Wtdthlfm-r0wtv"P61n110 nnmom)or0 90on pa I116 13Ip 13w I1N 015 OW 0U AI bN IW ]U m1A0H4I0htft T[ORtlry. LW=' I1A0 1i0.0 1]AO tl0.0 1]SD 101.p W.1 w.p 3l.3 51.0 R1 N.1 1 6N p11 !!l UI T!6 w3 w0. 511 IBI N3 SU S00 RNiriWr OSLsgNJngpOY} 1M1 1TOD 1NA 1N.B W.0 13.9 W.0 w.9 N.2 10.0 MO Ito 00.mrIeNePea110 Iwin 1N0 Illl IN! 1130 NB &b ]ST wp 5!1 N3 N! S50 TmBnnnin, iEBLSgaA�pgO RAO f10.0 A0.0 170.0 Y05 9BA &] p[.6 31.8 I1.6 R0.B 21D 1INN $} SN Ow TY bU T10 &Sp BW !M IW NI UI 1w m111Na) Rtn%;tlr gpkSgBMygB ❑AO 111.1 R1.9 f00.3 N3 w] 650 131 U.0 U] 11.1 17..0 p@ 11N 1N1 I3U IfU 016 &lI T51 BU 611 N2 N! nU bW1Mvp. gS LgSotlM 90D 110.0M 110.0 IN.O 10.1 W.5 IB.O w3 O.0 N.B N.1 21.0 g$ 521 Tin of T13 BIO SN w0 NI a0 U! NB Wol[plr OF,ISOWbWg$ 1N.1 131.! 1GA 16.1 02.1 Sl9 VS d0A N.0 N.6 IBA 11 HOin IRO Ifll 13W IIN 015 p5D 151 wB 311 6N N1 SW TnpTNrY pSL,sgaeUgNC IwA 1MD 110.0 NOA 1f1A 9I.1 103 543 NA 10.0 34f te1 !N bw !w wl i13 &B SB1 191 N) 1]3 SN RBI Rxlmptlr lSgoWnyO lU0 1w] B1A 10.] SL9 1]A 11A lld NA 2l.0 IB] 1wN IeN 111] 1]N ItU N6 0.lJ 1R w6 511 SIS Iw TlOplltluY W9gWIq 11A0 RAO 1100 110.0 1NA N.1 N3 N,3 N.b N.1 N.0 4 8w tU Nt I15 N9 wl 19T IN 12] SIB ReplNptla R0.o 1T0.0 110.0 110.0 I10.0 161A I>tl 101.1 NA wA 621 120 win BN )W 1N ]01 005 OU ]N OU BlI 611 Iw SU215 M0RM9 gg55lpeOyNyyg} I10.0 1I00 11A0 11A0 1I0.0 IOI.B 110.0 1wA w.1 011 Ul IU wA Y'S 612 ]01 ]10 NO 551 IBB NI UI fY°Ivglpr ggpp LatlnglB 1]OA 1NA 1I00 IN.O IN.3 Iffi! I10.0 N.! RI w.1 UA win p$ iN YA No B30 NS NO ]6! OU 311 BN Iw TmplRluq. IR SG .11 691 T01 ON BU Sw IW NS SN P[[InpAr W5g[NyEO tIAO 110A t]AO 7 125.5 100.E p1.3 12.1 6. Sl.f 313 101n 000 001 ION 1118 915 pNl IU into 571 6N IOT npI"I gF15O0eNgeG 1]0.0 ITOD 1]BO 1T0.0 1N.3 1332 IUI w.l 67A w.f U.0 i Sw [W WI 1N IN B!1 031 5!0 470 I50 HO WoYryYr ®5L5gwOMgp 110A 110.0 1N.0 tw.1 1W.B N.B 02.8 WD N.1 w0 325 win F$ 9M 11U 11N f.w 016 CO Ib1 wp Sil !12 NI RagMep. pcLSgml,Mll 40.0 110.0 1lAO 110.0 tuo 1112 N.1 121 w.0 511 At1 p$ SIB wl TS3 wl 1U BN 011 611 O1 11B SN lUnnolr IwM1Y 1]0.0 110.0 19.0 IU9 97.0 NA IT.751 N.b 10.0 IAI 30.0 56LON�gpq IRO f]0.0 1R0 70.0 1Bi] 1U.9 1f0.0 Bf.O IDA N.0 NA IwN at inUA 2U a' 2U 36A 231 21.5 2N ]25 NT 13.0 am Iti? 2" t6l 2w 1A0 NO ill Nl 165 Nl III in PA ]w n3 Nf N.1 2w N./ 2U 194 Zm N.6 tU 17.3 M! 1N N1 15.1 281 I" no 1$OY 22D 2ID N] m 11 9A ... 3N - 1A ... N2 nununo nEDG['ITV dRllli TABLE 4B AnchorGe ed TebY Ibe 6ibp[1s 2,13(M�N/ 16h1bn. IY owu VfwEbe Y1B'EI[e FIM LMU 111'81Ebe M /1061eN /ISBIW 112 INIr /1391W ArcMryp[ L1T FYa NYxm IN'Eke VIYe[m ylTFkp Nwm YIC EboyW[[m iH'Ekp URmm Anginit l UARcm PweGiln ScmVIBS) 9erer14+7 Bue.1631 AnchorClip PnNm0. SIIB• 1' 2-IR' f 2-t/C Y }yT T QN' OM' E4e arlxv lint 1' 81? T 1-I/Y 1-W' t•1I1' 1-W' 1.111' IAIY T WB' 1ST' 'eMl EmBefmnl N' IYI' 1.N[' LL1' LW' 0N1 1 11N INM 2wlb 5Nb 5r11N Slob Illl, Wib 2PrcND®1.16'Nln.a.G 19W1P0WIXM alppq.lk 5056! 9WM 150W[ UDb VA WP WA WA WA A WA MA W31M 51 11W Ib IAMM[®1.15'MK 0.GI91rW01nahN16rp6b.2k IWb HGb WA WA WA WA IWb 1101M BW 14 180210[ W2b 11Nb INbfa/BTI•IIn G6.2PI N5ApN aIp 164.3] ?NM IWb 890b IBW Ib IBWW %Ob 59010r WA 2AmMn 00.15'S4.O.GIUfYIp.1 1B1b Y121M IUb IOb RWb 211 W[ MCMIFC4 ptl 6/ INb 1Wb 2Nb INb Nob 15p[ 1W IG R!b 310b WA IIIIN IXOBu 2Arckn®t.lb'Mh O.CIF91p IF3T. B} NOb SWNr _. ... _.. .���..........n��r.n WA WA un���cC WA nCTIC WA IWIb CTLVDEPr1 fl IP. WA WA �� WA .... .^"IUen1„NINr � •ue�ver�G C/1V CVFFT'lG. NUI t rVM1 1 nCurroc, u .-.-.- ­.................. __.. .ANCHORCAP.," THE'ANOHOR PONDING TO AN ENTFORTHE QUALIFY M THE SY FIGURE I: FIGURE2: TABLE NOTES: -•1 ,.GOB' r LS""'.... ' ,)SEESHEETI FOR INSTRUCTIONS ON USING THE TABLESAND SHEET26 FOR INFORMATION ON LOADING. DT Mlrn 'Ro SEE SHEETS 2i FOR GENERAL INSTALLATION METHODS. \\11, 11 IIII 2) LINEAR INTERPOLATION BETWEf]J MULL LENGTHS AND/OR OPENNO WIOTH313 ALLOWABLE ; \ \�D ..,.._...,! (e�, I' 1 FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHE RI-23. 2.750' a CEN3 � p?�- •% HOLES TOBEDRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ONSHEETS 21.23. T\; - IOo. 60_26 �,. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED TO ASTM C.90. WOOD SHALL BE PRESSUR&TREATEO ' -.D'•,a1/� $ �,Ej ,' 1 USED W PAIRS. CONCRETE BLOCK UNIT (CMU) SHALL CONFORM WITH AN SG OF 0,66. ALUMINUM SHALL BEMT6AND BEA MINIMUM OFAW %n�'•, AMOF :.jV FlOURE4: FIGURES: FIGURE YELLOW SOUTHERN PINE THICK.126'TICANOAXAMWIMUMGS INTO META-SHLLaTENDATIGEIS173SCEWTHRADSB BEAT LEAST.126'THICN AND A36.ALLANCHORS INTO METAL BHALL E%TEND AT LEAST3SCREW THRFA03 BEYOND THE MATERIAL N108I,2ANCHORS INTO WOOD MAY BE STEEL. 1108 S.S.OR 410 S.S. 1'X2.]5'X A50'NULUON T-.. F......ORI .'L,�: :FS[ ,, \: I ..... i l 1, II hIIIIIIt\ • A LYNN MILLER, P.E. CI DCr AR]nR s¢�ewnr eo'ur♦av 13S133HS Ol SllflW mam vu m.L DISMOS%lml r avp .iro+ram[am� i°d Z w 6 21f00£9 wea*.m tlJN,� tl/N secs °STai xwsS03dSSNOmnvi Jam miNWPlltl lNtllSIS321-lOtldWl g:z �., �o;O=<Os$ s o �o¢wd�yo�r ?gg7 gPo$pw 4�amo� 8 «� V Z��p=WO�VU� Q o�¢pmxa3z zd tz O x r2U¢z000H0 mF z i-9¢gozgag �9ag j-Qi >: c� off. r! 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W � w 0-4 m W � a w zd 6 u 0 € � a K 2 f 5& Nnsf]oan _ _ HP�] wgiry] Ran myyp a 99 n c< n a A�= a a '= a � ^ �^ m +�i S � G N � � � s 4 bmTn _ _6 � � s "a � S � *k�.= E n 8� a .� 'n n .S e� ��� n$118E3�mE^a:$$EE 6�- o �� 3� A A e �awwmaEgsFa'a_$$'c$'s9'a$$ R R Q a � a� g a� 5 A `� I $ R K Kli= 4 Wamp wrm �S ppma� s cwO wmae $9o's �€5e§t3 i u 5d ybina$6a$9 3aa3A9 �H�••sss<as 3a��tia3a`��s �° a<s a< �6 Q!6a3�3�3 a ?>H3�<3�3 �PaF <aa&<Sa� =990 p6p 0 a o a iaK3a���� a p �'a6��S<S H<� is e_<a<<� e 6 "�Aaaa3aa� � aaa<aap 6 i' S �cOEcE9tls e�e�ro� 6 a a 3 �o 3=ns m n ^ �p ®®Ey0 C 2O J 6 Yy dr -py 3 Q f TABLE BA Mu10on Capacity T•Om (Ib•16T) 1[411.126 openlnB WRIth (AX"01N*speMlC mUIDM) Dr0PInN0 NOISM (1ortledmul/sPam110 mAION) P..W. 7,4mmO. Ndmoolw llG[IIAe9 PwImpON Tigi,il .t WAN LOAN WAN leBOnp baMp W.NWoo NNI INIS Ind1.7 Nln PeNuyulu Lw5'p TyTIMO Lwfp No Psnlrgl. WWN TyJMugI WAN 7010 R m,, Iw WAN 1 Telmd'o. WAN MN PeeleipJu W Iq TMIMUM LmPnO ON TerlMmq 1mN Pe4lmp0v tlepmlW WAN WAN Alum Tube anmo NN MN 1NN INA %A 10.J N1 115 J% i10.0 M.B 11.1 1N 1% ]11 1511WR I%.e I%3 N0 1ld AA T11 eBe M1 W TN 51] Oe Jfl ImO 1mA IMA f10.0 1R2e I= MA N.i 19.T 01.0 I}e %t 610 1N TII 8N %1 IR 110 W IS1111h live tmA IM 110.1 %p NA mJ I9T N.B ffie eN 02 1%6 9% Ni MD TN T]A M] Im 011 loao 1TU Im0 INA +NA ICm %.0 N.0 6L N3 ]0p if 5N M ONImo N3 TOD TM m5 W NB I50 41R ]N Imo ITU 1MA 12o.1 113A INA Me Too Ne N.J ]].D RS3 9% 1%T HN 1155 IMR ON NT N9 7N ]21 W Im OTr im.o tm.o tt00 0001]T3 ]8p mA em M1 7a $4781US IN ]11 dil R nU nao 1N1 1112 IN.e NX M3IN713 MA NB JIA SN nm m5 1IN 11M IW Me OG NB RI W Im JT/ � +roo nn0 ia0 11LL0 ISSO 121A IOL7 N.T N+ N.p Ole N �P SN art Ta me MI rN M N8 NO NI N2 1% Utt � 11 1mo 1MA%%Imo 1N.8 Ine 1%p del SIT %.B 0}A N.1 M.e mT MI 111 uu IDe OM IMR BY! 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Y18'EYp UIYwm 1R'EkoUMim doeYo A%RO.w UYwm Apygslol 9[rva (0518aISM N11 YOMlG1) AnCM1prC6p P°!Um• R.1? 1• z.1rz s1re' 1• z.lre r afrs r 511R r °N• OAV 0.2N• EEp WWaS (nk Em lffil N 1• Id1• 1 1.Y1• 1 1.01• 1 1.Y1• r 1.11, LYr f.fM• sN• 4ve Lne r 1ST 1ST• wNF 3Amwn®I.IY MN GlBlutlseaCR51%Y(Fy.1Nk ]%be ]%b Mb 0%m IMIIN TIo1N RMM 151m ]I04 JTI IM BBI4 MBm Mtb N21b NSIb IM 11Mm IARriWF®R.tT%Mh G.clummo5IwYO011C5pp'., Ji iWm r%b ]Mm %1011• Mtm WA SBOIM WA 0%4 WA NOIN WA BBR4 1]Nm %mb ]310m BMRm 1.15•MFI.00ISWAaO(wnwell C0p(M.Ir 8A` m M001N WA WA WA WA IN" WA WA WA WA W Nim Wlb tlmb 1MchM®r Nh O.C/DI•bOAryY Pq/ff4.0k rNb lMm BWm IVAIb ISNb M04 5501M WA INb ]IBm MRIb %031b tNim %2I4 1%lab eA¢IVY®]'MBL D.GIR1heAry4 Glgl pb. eT 1170M f%01m IOAm 2NDIb 3Wb slow W4 WI. 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AND A3& ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0108 P12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S. P.E. TABLE 7A Mellon 4AVN.n bmn9 S Ca otl nations) num,,u10r Lm81M S� Teh10 croponing 90N $�pga Mle Tnq%mp. Loe0r9 7143 A15 AIIt be Opening TnpTImO Lomi Oft 0N.ON127']pOn011g nalmi m a00 NM Xa ,pg ht(rerw RaNmp9u 'LOeRi9 INN ]1akspelYdlgmuFom) TeRMnq. laeJM n[aUMeW harp pg ImN fiWnlm& W6p ,yg U. lam 9 TLmea.. $q etu?Au �5 a toom gy 0$ gyp$' 11 1ng11mp. dmv gp i8 g 8 Pe9lmplu IneOn min TIpNfMn0. 1,;wl Reelmmr LeoO mF TepTlmO� LaWO met.Wr Su®n0 ra1n IxN HN mew% NN mN NN p mN QP wln MN IDN wF NF ON No, nON Imo Im0 Rao R0.0 Im.O Ina 20.0 n0.0 IMO 1m1 INI N.1 810 WA ISB 6A ]09 i11 19) m! ow w4 ION 1122 Iin,Im.O 0H 112 6N N5 4m I10.0 t10.0 ImD Iw.0 1m0 1m0 into Im.O 1704 111.6 91.5 m9 NB IAI IS! aN 6N atx FI 745 789 Bw wr OW iN (B] ON %Q anN.0 1roD +rao Iran Ne,01 Imo MA1111611N.01 To I10.0 14A IN,1 m.l rIS m.l 10.0 rN L'0 aw ON Iwr 11N 195 11" +VI NI r13 m0 EN Iw 1mA Irno Im0 I 1roD 1 1m0 Into 1r0.0 INA 11L0 pl] TS aid 406 NA Im eN NI BPI Tn No on IN9 1013 w5 >w 6N rot 495 4w nno RO.a ROD ITOA 1mD R0A Ran INA 1211 110A }rS 018 N.T 113 mA N6 9w INe 11%0 1xH 1]W 1N1 Ina 11N 11w 6N T42 6N 6m Ii6 na0 n0A Ima Rao I 1Ta0 ti0.0 Rao 160.2 130.0 1w.0 w.1 Bl1 IBA 20 m.1 ew WO NO no, WO off Nealfate 1101 IN N7 n1 NI et] 4" no tme 11a0 to ro 1Ta0 1i0A 1700 Ina IR.2 tma WA N.1 09.1 NO wd wx Im flue Ins IIR IIN 14M 1]20 IIN IIN BN 713 ON41A N5 n6 ImD Iron I= ITOA 1]0.0 1700 Im.O 10.9 1 .] 11s.0 wd NA N.B no 619 rot TOO, N] N1 late ION 1082 w0 at ]I2 01 No 430 NI troA nOD Ina 1m0 Im0 1N.T 112A 1V.5 99] m] N.1 19.6 M6 n,0 ffi5 ine lxla INS IHI 1191 IN3 11H 1]w 11N +Iw 6H 112 aN NS Il5 nao n0a 1m.0 rate IlOD IraA INA I3IA 11W IN.0 m6 N.1 ]i.1 M2 w.1 ml BR rR 3W Ow 1W6 IHe tw6 NI 0U iw Bw I00 Il] 109 IroD Ira0 RO.o R0.0 Ibd 111.0 RB.a 1N.8 e4B ND N.O HA ]IA t43 218 1210 Iln 140 ISN I619 10H I/T! 1>m 11N IRI 0H iH eN W 116 1r0.o fm0 Ina n0.0 I10.0 1]0.0 1N.0 Ime 101.5 Dad B1A I0.a N1 31.] 24.0 6w NO IN eN IOw llw 11m longN.0 9w NO Bw all Iw Hai 4N Ro.O IT0.o 1ro.0 fate 1$8 IRA IW .1 71A N.3 15.0 R.I ml wA IY.0 NN nm +rW 1Tw 1%0 1611 tlTl 1]m +IN 11H a14 iH NO 660 118 1Ta0 1m0 1m0 Iron 1rn0 106e tliA IR.O nA 60.0 N.2 H.B w.B R.1 w.t ml a0 100 NI IOA 11m 11m tON 9b 6B0 W0 eN H1 H] NS tmD n0.a IND 1W.1 11+.0 iN.] 91A wA 69.1 mA N.6 31.8 wA MA IOJ Iw! iB0.l IG19 RN 1810 INx I!M 1]m 1101 tlw NI 1H 6N NS ne tTaO 1r0A IraA 'Me 110.0 1Wo 11a0 II3A w.l H.] m0 m0 m0 xA] 111 631 eat rat ON 1m] 1ml 11N 1%] 9n W1 EN 0w Ira HB wT T-4 Isla +ma 120D WJ rot m] m0 ml NA m.0 wA 10.8 1a0 14] tw] xON IGm IT99 1810 law IIm R30 IIN Itw NI 112 SBO Ne O6 Iao ImD Rao VOA ImD 10rJ 1bA 113.5 o25 m3 N.} W.6 341 314 1T3 e31 Bm ]N N1 1w] Itsr 11N tOtx ew Bw N3. CN No N3 NI 1NF wA na m.T m5 2LI AO 22A We lao ]m 19] ON IOA w0 1i.0 'Al TABLE 7B 9wIN1e vECemN. AmMTypx LiT IXp Nbcm Anchor CUPPegam• EBis ammcelFR 1' 11A' Emhdn.N3 1.L1' 111' 2Ammn W1 .26'MIn. V.C./SluuW mORHQp610.1 ]T 3mb b 4A.bens Y MN.O.FISIUHfO(aemell CnplEp ]k INb ]N pn B AxN-0I.R. ®iron V141r Q1�301AWbVN]/Qb 6l lmb I)OU] BNOhn®]'Nrt O.C/m9lAryb tlNIQ4.01 IIl01N IIIOne IMCMe®01B'MO. V.C./YQP,Yle". 'ALIILItp 11: WA WA 2MLNA®1SMF V.C/FAp PLi.84 ]w We 3mb Nbe ]Nb AnchorCe IN•Eko VNam 1' 11(! 1.1N' I.W' INb BNb 6mb IIIOIp °BAb tlIOAIM IUwW w10 IN WA WA 'IDlb roBkr WA WA ad a.N Wn blw Eke UOum 111Y Y 1NIb OWb 18w0e NO WA 1]Bb WA T�hb YIC EIee Whmm 1' N? LVI' 1`IN' RIO pv 3mlb WA 5001N NBIO] Om IN BIOb NOb WA IUC 111A woke WA w01m xuo. Unu III'EOa VNe[m 1' Ytll }1N' IIN• ?51 We 110be WA WA WA Imb WA 11101b WA WA WA ]Nw] WA WA W 88EIro Ali Y 1-111' 311b WA INm 113]b WA WA WA UWElco mn[m }11B' L1N' N11N N WA uDWe 1]m IN WA 4101b WA f.m IXu VI'BB Eke ApyWe4v Y S NBb WA IBw I% wnb WA WA WA W /IOSIEtl 68mm93crtv 0.10' 1.91% MIb seat IN IN3b 10nb WA Nlm /RBW N]) BM' 11'B' N W NBb IBNIk 1]N Ne HM 2R %I Sttq Bues10a7 ] ' 'eke NOb tlma. 11w ha 1WOb NYIb Niles N]b BNYp llw%e Ina OBTAIN THE IAmSETC P.MFV.C/E SAMEA 1 THE OFFSET CLIP, USETXE SAMEANCHOR PATTERN ANDANCNOR VALUES AS TXE STANDARD QIP. '1 1.00T r VOTE FOR TABLE NOTES: ')SEE SHEEP FOR INSTRUCTIONS ON USING THETABLFS AND SHEET QS FOR INFORMATION FIGURE I: FIGURE FIGURE 3: FIGURE4: FIGURES: FIGURES: ON LOADING. SEE SHEETS Qd FOR GENERAL INSTALLATION METHODS • • • INTERPOLATION 2) LINEAR THE FIELD SCALE • • • • • • • • • • PSSHOWN R MEH IME IONS SESHE4.000' BE ANNDSHE 21-23. SHOWN ON 21-23. ES SHOW FIGURES: FIGURES: FIGURE]: 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • • • GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM COO. WOOD SHALL BE La2 • EBSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL • UDS TO BEA MINIMUM 4S • • • • � r BEA MINIMUM OF.12W THICK TATTH TEATS HICK(IS NBE GAUXGAEL) SSTTRUCTURAL SSS LLTORBEEi ORS LL MATERIAL- ALL THICK ANDkIF BEY ANGLE CLIP (FIGURES 588) MUST BE USED IN PAIRS. ANCHORS INTO WOOD MAY BE STEEL, 104 B.S. OR 410 S.S. MULLION T 4 THE TABLE BA Mullion Ce Ocl Tebb ma1111 Opening WMin(mrwImIl spantiM mleom)Ar Opening Holgbl(IorrotlmrleR/-APeMiM mwore) +m, I RON Ink, Me WN WN ]oN BON BON RNunpJu Tep]IBuq. FMf�pW TnpT10n0. Rntlmryly Rep']Bup. RMlegvlu Tfwm0. FulYgMl Tn]]Mvp. neclaiyBlu TnrlmnM RUupNu lY¢IIBuiO. 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Bni W MA ]n ]E.T W 69 Bw MUS W0 NA ens Me aw M3 Oe5 Tea 5N 0.1 SBS ]0A We Me w0 B4A We Wn eBe m1 69 w1 O0 N3 N] 91 WS OIA 9] DI.B B0 m) }Sin 1011 Ili 03B B16 ]Bd 101 30.8 616 'ffi1 IM mN 9.p a15 PJA wi MS 615 ar.0 4" 47.1 515 W.1 N1 411 513 N] 4 9A 515 w.e 4M me so]]A IE D.S 61B Sl.t 9A i]1 II.B I0 ffi0 ]fi0 18.1 ISi Ld 0e0 D.0 I0 IID o50 mN W1 49 w.0 4M 410 49 R.1 9] 00.0 1 40 41.0 ON MA w] 9A Me m1 w] ]n0 iR D1 I0 tOeN ]].1 Sag ]0.0 W] SIA ]W 53d 310 3)3 i9 3BA i9 44 Me 93 3W 313 9e 11} WI tAt J9 3aB iW 16.0 ib tOD 'A] 111N >41 ]]e iS0 ]OB II.] S]0 l mi 351 Sm ZAI BBI ?LO 0e II3 2n 10.6 ]le 30.D IaD DA i]e 10.1 39 1mN NJ 300 ZN BM ]]3 NO 3].0 SW 18.0 3W me BW t]A ]Po lea m] n,4 220 1M 'ND NIN 18.1 ml 10.i 19 IABLCAC AncborCe altyubl.111m, Hm]B tlAU ahCCYU PTWDH Ntltl 4uq 2Tt Wsltle 1b Cax. 44.ssuo firma 11fa9Elm /W" BI]Slal e1381u1 ' ro wirmommm VP FkoUYaem ylg pfB Vim &IB'glomrmm Vf Et.um. Axle M UM[m AOmOtlm Beun(m)sI. 5'.que Ancuncup Petbme 1• 2-0IT SLR 1• 94S 1' 2-v2 : SIId S Be- Oaf B.Sf Fdpegtlerta 0nl 1' 2dIP m]eOUW iR' Yf WI' 141 Y 1•VP 1411 IAIB 1-0If 41N' 14IP Z tS' mm2m N;Mc p etl6m Man I Zm WAMulbe sm m mamBIOm 1=1014 1EIArt B1mWYAmmC 1MR1'ATOmmm1 ro.nIi®a•rWgn NMNM 0 CWmmWoN m .C.8.mB]mW Inron®awMp1rtUm6 u. 01 +mmm 36xMan NNaMm anNMb 19WAm 1wWAb 3 WA Ku� m r®a0 nql C run In= urrJm wr. uec .oc.wnc rv.......... o. `........_... _.._.. .. FIGURE I: FIGURE FIGURES: ANGCUPLE BEUSEDMUST N PANS. FIGURE4: FIGURE 5: moo: FIGURES: TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-)X (ANCHOR CPP.,°„�•\ vANCH0R CAP_ MULLION CAP.,e,a. USE THI9 FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT MR THE OPENING. WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AOORIDNALANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL NSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MUCA MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2143. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Ml SPECIFICATIONS. HOLLOW AND GROUT ILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM CIO. WOOD SHALL BE PRESSURE4REATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 0003•TSANDBEAMNIMUM OFAW THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND .BW THICK (113 GAUGE)L STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 0103412 ANCHORS INTO WOOD MAYBE STEEL, I"&S.OR 41D S.S. Uuudmll a LC o Ba iruim DYc Mlemi B]m6N1Cm 11111111r `�DN.(INNA e, _` Y" Nlo. fig%OS 285' •D '. �(rr1 g ? RAGD 115'%S.18B'X305•MULDON iAfS.+:d OR1DN (Id/4•VFMULUDM '9,`910NAI. A. LVINNTAILLER. F FL REA 58105 TABLE 9A Mu&nCI ap TBhIB 6 DPIRMP YARN (MrYp01NBABpQ am)or0 Bnllm Hebht(ml mjmft-"MV'222 NN my 70a In WM - 1WIn Ikb 140M tNF Awin�'yAMr Tl�a R, r nla�s�$$@@0 Xr Th Rb1�emAtar Tnep'INM TO �IeOn86�r Nw Reebo Tim lui6F6gr T urQNnB 1.26M9.3b Wry l lN dA9m lwet�9(00 W.MID A6lol An A6RbNM a, 86T A6R fill fill IQ, I I I I I I II WI 110.0 0.t0 110.0 BN IkA WB 1100 WO ilfli k0 Ii0.0 N1 1WA 011 O09 Tl 111.f IU IAO 01P kd BIB 1m0 NO WB BW I100 W 1]f QB 1m.0 W0 IBb 1IDD la 1]40 IIOD kl t'A] k/ 110D WI ULB BY/ IYO )W If1.Y BL ISB1 NB 1050 kl IN] Ba IIA or IS]] i m 113.4 1 Bk tN] e15 no kl tml a] 54WSb ImA 1Q IILLO R40 0'A NB fY0 W ta. WB Ille WB Iml W9 IU.O WO BLl 169 la] BN k} W8 kBB W3 G9 P29 kfl0 BS] BIA a0 111e BY NM IAO II] Imo k1 IN! mB IlOA 001 1]x.5 TIe Ia.B !93 TA 1W f01.0 NS )Id 1W tl.0 011 BAl 111 0]] W 51] i! m.3 Wf NB i10 I3f W Nb IQ.4 110 IWB WI 1101 IW 1]Y] BID fa] )b Il1d BN IBe WB BI.B 011 61A N1 BI.B ek lIA k0 u] BU i0] BU 34i BQ )fli 510 WF IU.1 kl Ik.O la 1011 BT 11]3 SW YI el/ 1mI ]5! ILA N1 BIA Bb Yl kl 033 IW 11.0 Ql elA Ie] YI eli a.l Ik 318 ell 1 IU N NF IOlA 011 111.1 a0 10.1 e11 BiA 510 m0 B11 Mf NB 01.] 011 11] BW ad N1 RA IN YB BI1 YI IBI IN UB 510 AA IW YIA 516 130 k5 kM a.0 610 k.1 IN eRt BH 11] W Yf e1B YY I]3 BIA BIB NA Q! 1e.1 kB NP IIe ILA 610 m.i 111 ]l5 SIB ]0.! ]N 220 WS ee] w iBF ]0.B Ia m1 Im Yl QS kA 9k W] IN YO ]k 11.1 WS 10.1 UI iB.3 IW I]3 fle St] IW Q.] 011 141 I05 fAf Nl U.] IW SIA 111 el.) ]IO QA NI me k1 I00 111 11.1 3N Y3 tll 11.0 We kd III b.l 3N k.! NI H.0 ]IB U] 111 Yt to m1 MI ]41 AB IBM YY III YO UI 9W ]0.] Ui TI.] 2" ]0.e U] '1B.e ]a U.! 3>P II0.1 01e i1.3 ]]3 1I.1 Pk I1.1 UP 31.] aB 16] W3 t0.0 R3 1>] W1 1BJ RO aX Q.I ]V ISB kb ]]1 :UP 31.0 >SB fQ 1l1 P01 f1A P11 11.6 ]k flA PI1 11A kl O.I 9W Ii.6 UI IOA 9]Y pF W.0 UI U.0 UO R1 HI mA 3W ]S.0 UI ]OA 1N 3L0 MI IWM Md x]0 YI kB 116 UO 2L1 1 ]W 17.0 Im I03 ml mI UO b.i ttl tllh kd !,a ill 101 100 210 10.1 1M 10Y II]B I40 ]01 Ill MB II! IW I.. ". Iel 1321 1m 1 14.91 IR 16.f I IBI TABLE 9B ewllm. vlrarall ��"aal��•,• xaa. Qau TibSaxu AwMTR Yb'FlwaOson VP EIw NVcm 6Ar Eb WKm k10'IX000ram 11P EIw UAcsm 1I1'BBDro Atltlylu BIB•EX0 10,sm I/1'BBEb ABOe3Na AnIh4r Cop PelumO EtNBOhleme mt r xVr i• xur sere• t• xi/Y P xtm r suB• Lvr r r E.Ib*bblMtMYr xNelan ®I.x5•MX.ac./eagNu00x1ablN.lt am Xo 4A..wn 0 Mw MX. O.C. ISIbWN arOMe11Pb(F4�33 Imb IAbu'laT VA.O.al R1'dBApaap]IIFq.N Imb JMan 00a1'Wb O.C.IWA ISN Flo xm Wa im 01 WA 19r ISObF WA JBD6:B WA 61v mObf WP 15mW NU r IGllhe NIA 160b WA Llm 21B Mt WP aOMF WA I-uc xm X3 Sm ®F JmW WA evr Ulla WP WA WA IxlIM laa• Ilola WA Imla NIA ]x01a 4vr nIOA WA IIBIa WA tmb Ba Pa WA Bmla WA JJtb MBIa WA IBkb WA Ilab t AroM/fdblFy.0) 1m X3 2A W,l I.ISMa OCIFtlbINO IIBb tab amb xDb WA Mlb WA m31a WA Ia040 WA 11CW Imb WA WA WA WA WA FIGURE 1: FIGURES F0=6 I FIGURE 4: FIGURES: FIGURE2. ANGLE CLIP MUST Fe I BE USED N PAIRS. FIGURES ' TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2) LWEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. S) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EKACT OLNENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-ZL FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SWILL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT•FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM O -WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF S.W. ALUMINUM SHALL BE W0 T6ANDSEAMINIMUM OF.100-THICK. STEEL STUDS TO BEA MINIMUM GRADE33AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126• THICK AND A30. ALL ANCHORS INTO METAL SHAH EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL. p10 A. P12 ANCHORS INTO WOOD MAYBE STEEL• 1"SB.OR410 S.S. 115•X3.2SX.lw MULLION `PONY LYNN rt;ge IOC ti` No. 50T05 '. A • s'ACth :� FL P.E.# 56705 TABLE 10A MWllon CBp1WN T1ele 110 F02p ,.OM a1�.BTBe1 I:W um sobl6F Wm Wm Hio 9 Wln S ills ytl mm min nN 41n 1®m lllln MI. Op rol.2 TFp(Tdmp lwbq 91 n0J n0.0 n00 too n0A 110.0 Il¢0 In.+ 111.1 f09A 63> fill ]L1 HI 261 WOtlI g�.3 %ti sa as no 6N 14 nl No TINS Ila 191 1al !ls 09 e00 ]Bl 1H (brieRiWF/6peMrgmlPipm)o10Plnlnp I LMIMW owe i no0 Im.a nnl 17. n04 tW.6 +m9 td.9 Bag 81.5 511 Il] 31.1 MB II] WN asa 3 sa an IW] Liss 'In H 1P0 1n1 td9 B.. Id HI B4 IW 111 ]l0 Tm,,ro L.W, � 1s n0a no.o n0A +m.o n.1 171.0 1W.9 119.+ Wto 21.0 WA Ilb n.9 ]ni n.i 0. 3sa %[� ea fin 41 m W] WI lots lot] OW III 110 54 91 402 W YO RWRn W." 3 Ilnl lrb SM 10.1 WN r cER % sa tb6 a s 1 +l 0 2ll W9 + 91 m 0 19300 66 All n0 F"is Ty Tglfl9- ubb, � H00 na0 UOo n00 Un0 ITo0 fat 1W] 21.7 -1 W.9 110 MJ n] ]1] X91Pet 45� €a ail w m m B4 +Ito IOW BII 14 ]W 6W IW ]W In ]E (brhonmYelyspinNrO ftd" LONn1 Im.o v0.0 Iro.O +m.0 us.o I1B.] 1m.9 49 HA 4o 1].0 ]SI WA 'd9 161 LOON u as nl0 tuT nW aW 15H U)0 WO Id9 WI w 11+ fin 14 WI M T1*TM0. +ntlN] tnA nao noA nal na.o 161.0 Um loll W.6 IB.! IBJ 19.6 n.l RB9 b.a sat Hl fW rW w w] 1W3 9n HB 16l ml 41 In nl ]n nl mW6om) -MWM nnA +rao n00 14A +ma 1dA 40 no -69J 6a.0 ]SO M5 m.i +9.1 IS1 I"m fa dH nW nH v69 +sb 1])0 1118 1019 911 IW fill 64 IW NI ]11 TLorl+9 se 1m0 +m0 lm.o +m0 1m.0 1659 1r0A 21 n.8 mJ Il.t LJ Ma ild 16.1 - s @mS H1 w r4 WI +s61 4n Im Y[5 1d rm w Im M Xl ]11 Rxz nob 16ar Ins w.l 1oa6 nb nJ 59.9 61.0 n.1 WI W] IN I81 IIOF tj ga n]6 nl9 1nr In9 +fin 1Ii0 +40 1dB MI 191 fill fin 14 MI Tnp9d.M. n0o H00 1r00 Imo Imo 13S] +]!.0 91] as fill 40 16i 41 1oH IOm 91a RL�OaI +ra0 11u naa ++t] W.6 +60N as 141 un +srr 1ma ua n0.o Iml n0A n0A p. sa WI WO rW 4+ RI[IIo3Jv L9WB n0.o lm.o tm0 ml 1m.o 110.0 1mA 16r.0 112r 1120 M9 101 19.1 IS1 AT 6oN w ioB m m Ws Bm HI 1dB WI 191 all 64 111 111 In TnpRin9. LeW9p n0A Im.O n0a n0.0 noA 110A n0.0 I100 +19.1 111A 0BJ ii.l W.1 18] !m ass W •A ui rot Ws m9 6r6 w i] W6 fin 111 IW NI Rtlngdn la9dq Imo Im0 tm.o Im.o n0A 1r00 I10.0 b>➢ 111.9 110A n.B 4.0 ILA ]1Y 3021 Wln a la, nl M. os Bsl io4 11+6 llli9 f019 WI OW nl 90 4a MI no Tnpin.W. 19Mn0 E , 3 n0.0 Imo nn0 1mA 1mA I-T.- P00 IN, 1M1 +119 flb 111 tlB ]9] 1314 s�.�a� F to ae s4 6]I fin rn B4 9H 191 106 lar 6W a+1 IW ]H 1 m9 NtlWOum 6ntleq i n0A +m.0 n0.o Im.l Im.o Ir0.1 IMA, +flA 1019 W] 61A 60A !Sb MJ 11.9 IIN $a w H3 Shc +m 1d0 13n IWB Id9 41 IW HI Sn IW Nt ]n lab noA ilq] l0] bm 1WA 1010 W.1 1n0 1MA Yl6 HO 61A IW9 91.1 w 11.0 61A ]9] ]1.6 319 la] Ilr m1 HI 1a9 ]i5 n8 tl.6 11.] M9 311 +S6 11] Wf 04 6r1 w 14 MI 1]] W.1 BIA nb 19.0 Ilb 1M w WB 14 ]IO Mt dlb 1 2U I M 2121 NS 1 nb 1 H21 +rA 1 i]B 1 nA 9H 16] Wi TABLEIOB An6norclpBNry Hell pe.) snlnm zn olcMe SGCRS. nmw Wu FR.tlCYu Pfwml Nea H2�m1 Y16'uW vl•sll Bto Y+6-Fka yr s9 H[o 9w Hm HiB16J AWNJ1600 Yla•HI. .. yr FYoum. 1mKW Y16•mwunrzem ur StaVvxW AyLONw uYWW A901eRaW 8I.(W)&mr(CN (M1M1! AnOnorcnp P9lbm9 1• avz a+10' +• zuz 1• i-uZ z sIT z 0.6Y hN 0.9A• nO ta.b.. n r 2Nr 14C 1-Vr INr z INC INC Imr I! Lvr I.I.• z NR• 1dIC velnf Fmleml.1 n INC CYp m sWm Wm XOm I1W n> Waq] m Mlm 11o1m WDI Wim WOm sllm IQm 40m 1ArcIM ®lls Wno.c/9mN]OaD4d a1I NIA NIA BWm WA WA NIA WA WA W3m OMm U91m IMM1®+.I]•MIn OC /SIaIWN (OIWYIlr3D Pla Ti d]m 1Wm NM WA xIA m1w No. Mam lnnm 42m 64m tlmm IMMP®SMN.OG./(q33 Clpll 6H m1m ]Wm m]m IOWm I�IW WOm 6Wm WA WA WA xM WA 20m 9ArtMl®0.61'MN.O.OIUC9p.mm.1W H10.6b 1! N/A WA NW ]W NIA NA WA N/A WA anm 1mm Irn! 2nm ]Wm lAl[M/Ftppla OF iMm lmm '0m YSm xWm 1?9m ttlm 1nm n014 laws XIA MI D9 113m IEOm 2MtM1uf@IWNnOWF pR 2rlm a`.Om XIA WA WA NA IWm WA WA NA WA FIGUREI: FIGURE 2: = r I FIGURE& Fe 0 FIG•Ea: FIGURE 5: ANGLE CUP MUST BE USED IN PAIRS. FIGURE6: fl FO 01 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLM AND SHEEP25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOIATION 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 DIMENSION& RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. a) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Wl SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.55. ALUMINUM SHALL BE NO-TS.04 THICKSTUDSNDBEAMNIMUM OF.100- THICK STEEL (18 GAUGE). STRUCTURALSTEEI.TO EATLEASTAn' T1INNUM GRADE �D HICKAND A3&ALL ANCHORS INTO ANCHORS LSHALEI(TEND AT OOMAYBESLEAST 3SCRE8-8 W THREADS RE BS BEYOND THE MATERIAL 125'X&.WX.6N- MULUON Y~t�:+�10ENSF '+a'il 4 No. 66705 131`.G `,T$ '.URc'. :FCORtOP.' (.� A L4WNIMILL& P.E. D YRIbn Le.gN se X u � c3u •CN M �G- BY�u SCS_Tm_ uZL<= a55 'g C S364e S,-� D Y S w p� e x P Y 2 3 y e q.cr S on.m'1 M.M1V C[W<b �a - wua c.o.dr -. F `a • w a Sg � � MNvtq.[EI aE s�S saa s _ vERs we+.e m.) . Md.,egmp 1P� - T • O S Mww�a.e`Ohln m m as M S 8 fi & S m � ?� S S 5== 8� • � m P S 6 C B o e e e tt wmm aw[b �69 � 0 �a a • ems. :. S p ¢^T a are 6 aawa%dr p..e W.) �Noym $Fis3� S€sys'a M'nB wwuw tm) '-� y _ S 19 L P i f q T e •d 'a o- �cq.[b _; @$ y b b o 6S G w T m MWrtpdr 3 •�' � o NO�.'m90N Nu w O� � >y _ y wAim Cq.uf a 3 OT3 QzQy a o - : wwA.e RnI xvc oymogmF m mmnm o'z z. iw Pz zm y Pm N+ r,�, 3 's e g M.,) b P v _ _ - waacwmr c� ^ xoNmy Ny o3aam0(p� mxv �10111113 a m-n Fj mo - �'a e' �• Y P e -<o->.z .,fN� rD S'4 3 tl s u -�. LY Y S .'.i e't •'�. R<i'y.e M) y ys np 'yo my H _ _ _ _ _ .ame.ewdr Q' e e e a a awM qa g b Sa Fc rm¢ S A PyP rmN OmOTOA 4>O g m0� v Y MtlmCgdr .a a L' C" 'S o T m Y m+ Y T wwAN ObI m AAW y1�nO m mN 23 m° ZOSaO iv`� p22 zz C _ - s MtlibCq.dy a,� may-x^z yyfR xAzvo t� C F N N G T: o w e C 8 Q S$= wwwa m Nzc3 mOINO-O N'Tm lilO Lz] _ �Ayy�s[B pn C M= a a w Y & S a E 5 S C w<b.e m.l 8 •• o RC; 2$, m g �w a °may m - gn' F.�pn,Nm �y .012 60 o myoWORM!- - MtleeewdY 9'2 _ gXGm m 2N e d S E @uRl -- s w Doom 0oca0 z G6zCfb m. 30 mz smw m PiFg�v zy M«cq.dr say o£ Y e m m G S= E .. wgAW m vmF mm i m a C E a :: C e w e s a (n.m9 cq.dr ago;��+[on�c� o o vav �6vv v <zi a _ - Mascq.dr §• oyvovz�va x ng z S3 �Siimao c�Zo Wmen cq.dr y `t a ar:. ;. G:,o eb's a4w+A 'g,3 Ug i-9omyo A3 Ei n _oRp�zcpms 0 c o ,m .v Pa O` GG T tt M,x,ewdr 8� __ S S_ 6 a >c yy avy amomoyrm�ov sx ��mygoo o� H $ m 4 zx Su30 �iizF�T yC m • I ogcmj� 4mzm z O0y 3Ogypmp �g F'-� O 3 m3�Pn'2g3o g 5 �2 gp 9 ks 9�z7 f::{ _ z:___�S ;-IMPACTJ2ESISTANTRLUMINUM TUBE MULLIONS a° 1.25X3.94X.624 MULLSPECS �� u v ��..... ....... NIA N/A 6300JRFMppy pent ma cnexn my, pars nw.B x rt N]n tJW ue.nx. in -, .���;? �0�� N J ROSOWSKI va pox rve 08/29/11 P.a e m. J f2r750WSKI 10/10/14 NEW MULLS TO SHEETSET <vcmr. ov nvmevas D a p] d z®Nc os qS i B hpPh Ae i -i�d SQ$g C�Si�R�3 SR=OOOLp s§j€�z�Ey Fi 2 5 {Iz�zS H$A�q 0Y0 affiE,2v Qn R'>$s$ F yy N�6�q ¢¢ +ash y�ygjgNN ®Si 4mF qoc S 9 � R ril mTom mh mi. , vmw. wmnWerP 2x4x.2EaiN ueam IUWiB latlp leeaiq mare I.taMB In*AIN I^eary LtlanB 1B041B LeaaiN MBIBanI III fill, if I i I ail, 1 11 1 h I h I h I h taB 10.o3 tan0 Hn1d.2 14m0 I0mM 1m0]A.e aB10l I0md.O mmr2 m]O..2e BBtI0 an a0 1N11h wo I IB 102 m lah Tm 1B m .B N!a N 40 312 N 31A 0t TARLEI2B IaB a1 0 6a4 Id1 an BIA 67,0 IYA B]I bB.e all +@0 126 n] 51.5 lab 271 031 %5 1 1010 eN bu 143-11 t2n al nA 40 03 TO 61] 31.0 Iae W1 bxa uo on ]m 46.1 n1 +a9 071 Bil IDS BFT nI BIB ]m W a.1 aA 16] "I ml IN IB Im w 02B IBI aae ]BI Bm ua 630 II.B vu BIB ]m uB m.T Nd m3 TN 61] NB 47.i a•> 21d Sit i63 N0 61.0 IOd aA tN NA ITI 30.] ]Lb IB3 BIB Tm N6 N.6 N9 IBd T0a W NI N.1 a.a I a IIB Tm bN 1DA NA 1].2 TQ &I Im :8.1 S6 11] B baft 2a 0ve9e xnc 3N Wxeu. HUA•O.1V FGLQAU Nt6'FI[o vYEI[oUn2tm VP94 FYo —So. Vf 64 Flte Y1V DI0wam VY Ekawtum VArtm YIB'F]m Nlsm IWtlW U0n[m A83n[WO MGIaFCIIp P41bTk� EaA ONuu QN t' LllY 1' SVY 91R 1' 2-1IS 1' 2Vt Y 91R IA/1' Y P FN4Jnm1 n 1&1' t9P 1dP LYP Y 1-01• b111• 1dN• bVf 1AN' BAmhxa®47V WR OF. I SIw. u06el glp M NTT 3m m1 3 Im `MW 00m I a0M 'tlO Me 361 Ne TIOIb ®]Ib 311 E3 NIA E6111e BOW W610 WA IAttMeQTfd•Nh O.Cl9lvtluE(tl Om111xp1NB3 itlW ]tl Be m1W Ilmbn 1W 0] NIA 9AN NIA TWIb MIA WA WA eArtM3Q 1.]fMh 0.Gl91vimN (VN60BC (A01] m]E- Ob ]MM Mft NIA WA ]mW M WA WA Flub ]NM 0mM IBaM <ARfenQYNh OL.I 'A6ArybCNf1616 TmM T 6mM 15mM 1m6G1 D Et 1122M nn" N8W 6Mmn QSMR OC/ 36 Cqn/0166T 11mM 11NItU 1m0M atlM ]WM 0 A0M WA NN 11OM WA NIA WA WA ]A MULL I•Wn OF./"wwa.12PHun. 4 WA WA NN WA IIA NIA WA M/A WA WA 6ArtmnQDIN'N010.CNfdq N1,12TILR EMl 4 WA WA WA IVA N0 NA WA NagWA NIA WA .8M NA ItlM WA RNtVn Q2fd WR 0.0/Fiy 01p V2 3AM DAM T6M 243M i1TM NA NA WA WA 9MrOlQ 1.mrwr OGIFa .1D] WM 626M D2BM N3M NA WA .. NA SOIb ANCHOR CAPACITY ADJUSTMENT FORMULA: L ( ANCHORCAP.,e,�,\ =ANCHOR CAP.— ``MULLIONCAP.,eT S FORMULATO OBTAIN THE'ANCHOR Y REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREMENT FOR THE G, WHEN IT IS LOWER THAN THE MULLION TY(FROM THE TABLE) OF THE SELECTED . IT WILL YIEID A MINIMUM ANCHOR Y WHICH MAY BE USED TO QUALIFY NAL ANCHOR OPTIONS FROM THE CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAMEANCHOR PATTERN ANO ANCHOR VAIAIES AS THESTANDARD QIP. CDCRCIED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: .IGURE2: • FIGURES: • FIGURE4: • TABLE NOTES: �� • • 1) SEE SHEET I FOR INSTRUCTIONS ON USWOTHE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SIiEET52i FOR • GENERAL INSTALLATION METHODS FIGURES. • FI FIGURE IRS& • • LINEAR BETWEEN LENGTHS AND/OR OPENINGWIDTHSDTENSIOS. • • SEEIE. MULLIOINTERPOLATION 3) HOLES TOBEDRILLED 3)MULLIONAND MULLION UPSSHOWN A SCALE. FOR EXACT DIMENSIONS. SEE SHEETS • • m E ENSSHOWNARENOTTO GEST THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTm, APPROXIMATE HOLE • • • LOCATIONS. RGURET: FIGURES: FIGURES. FIGURE10: ANGLECl1P 4) SUBSTRATES CONCRETE SHALL CONFORM TO AD] 301 SPECIFICATIONS. HOLLOW AND GROIR FILLED CONCRETEBLDq(UNIT YELLOW OTHIR BEPRESK. • : (FIGURES ME) MUST BE USED IN PARS. MINIMUM RADE33ANDAPINEWITH (CMU)SHALL CONFORM TO ASTMBEAM IMUMOD STEREATUDSED OFLL (18 TO ALUMINUM SHALLBE 8083TSAN0 BEAMWIMVM5-THIC'THIDN.STEELALL ANCHORS IWO METAL BEA MINIMUMGRADE33DAT LEAST SR TEELTW..d10 LE SAN1p10R811�N(TAND S.S.OR 4/063��DAT IEAST35CREW GAUGE).STRUCTYOND URAL WOOD THREADS My BE STEEL. 188 2'XI'X.2SMUL311N1 IJu. 58706 'a ' i U;= D`.�' A LYI FL TABLE 13A MOIROn C• •B iWle •file 0 •ninp WMN(fwfeNreyaP%11191nJ:larelac Opminp N•IpM(1nf IROmlSeyspwim Mii-) IWF IWN 110E 1Wh in Wh NIA Wb Wh RWINW.LII TWNOBp RWWIPAv TnplTlery Re[ImOtlR ngJRlvg. RmNIgNv Tep'TNnO. R•:ImpOM Bepllllvq. ReGmgler TnpRON10 AmlwP Tte11TON0. RmbrgAer TNpffd" RKI W TNPM% LmMgO lmdry maM110 LmODB LmSra LoeOnp SXBXSG 1^e0^4 Lm0^0 IOD4W LmOrq m101p lmJn4 mpOlq Lp10D0 meMO Alu M.111I gg55 qqpp $¢Wip gd5 g$ 1q� ��@1 E�} a6Lmmlp 5U5 B5, q�g �' p55g �a0 Ip� 5g {q� g�} y5 g5 yp g5 $N, 'gy $$LmdN d g5 gp 3B 5g yq � i y $g SS qp d y gS 2g qe �' 3 g5 Sg 9fl agpl d g5 9 � $ ap 5g 4@ gp �$ 34 Gg 5B 35 pp Ea� d8 g g$ 2!L 92 38 fl d Sfl ifl8 IT0.0 1N 58 110.0 3 NG ifl 1m.0 d OJS 4fl R0.0 d8 OW 2@ 1TOA d OW 9fl RAO d'd8 SIB 170.0 1110 1m.0 WI 1mA INO fm.0 6% Im0 14M 170.0 NI ImA R]3 1109 Wf Im0 IBN 1T0.0 WI 1]F ROD OW IT0.0 4W NO 1m0 SN IRO SII IWO SW 170.0 1133 Imo NI Imo IPS I14A GP 110.0 1 1417 VM) I ITUI ❑W 1i0.0 NO ImD ION 1mA O50 R0.0 2341 t]0.0 OW ISF 1l0.0 lW RAO 3T1 ImA I1A0 BW 1m0 W1 1T0.0 ION 1IQ0 OBI 1700 110 110.0 m IRO INS IRO TR 1R0 tIN 1R0 1W R0.0 I1N 1m0 ]W IIOd ffi t]OA IN 110A PSI Im.O T55 WA36F Im.O 11T 110.0 6N WS RAO 591 1140 1115 1140 TN 1l0.0 1II3 lm0 Sm Im0 INI ITao W! 1I0.0 ISN R0.0 SN 1T0.0 Wf] Im.O N1 n2a 291 I10.0 WI fAA PW R0.0 Nt Nh tT0.0 101 R0.0 %] Im0 t]AO RW II0.0 Gm 110.0 14f! Im.O 7o RAG IWI 1140 0W Imo IPI 1m0 10P Imo 319 1m.0 IORI 1)0.0 21IB im.0 IWl 1m.0 RSW 1140 tON Nh 110.0 JN R0.0 ml t]0.0 mN 1140 TV 1m.0 105 ROD 7;m 1m.0 t0A 118.0 1N3 IRO IIL IRO ?bt Im.O 11N 1TOd ]OW Im.O Illl RAO Wl9 110.0 IRI Nh 1T0.0 BW IWD TIS Im.O 1110 Imd BW tiAO 1ffi 110.0 OW 1mA ING 1151 IiOA 1153 1]0.0 1011 110.0 100 R0.0 21W IIOA 194 Im.O R]P 110.0 12W 1m.0 Jlll 1]40 19B F OBF 11A0 %1 R0.0 ]OS R0.0 1103 1]0.0 SW 170.0 130 I}AO m0] Im.O 1350 R0.0 m- 110.0 tYl 110A 950 110A RN 110.0 1RB 110.0 1W3 1160 AW ImA 15W IOM 110A AB 110A R15 1m.0 1W0 1]0.0 1400 11A0 IRB 1>0.0 IlW 110.0 19B I10.0 1813 II0.0 INS R0.0 2R9 Im.O gH mh 11A0 im3 ImA lm1 RO.B i]2T II0.0 mI3 R0.0 fUt 1m.0 9U Im.O iWJ 110.0 9% ImA IOP i10.0 81/0 Im.O 10% RAO NW 1m.0 RW •37 mh fm.0 1f21 110.0 %l ROA f]N RAO 1W0 RAO 1510 110.0 NW IISI R0.0 WI 1]0.0 INI 1m.0 1118 t10.0 IGII ImA 1]W 110.0 1N2 110.0 1N3 110.0 WP 110.0 //i/ Im.O R]% 1m.G 15N R0.0 2]N 110.0 I1W IAA W21 tlQO RR RO.O SOl9 1Ip.0 i mN 110A 11N 1m.0 ISN RAD 1>A 1m.0 IBW R0.0 NW 110,0 PRS 1m0 IW 1mA PSI il0.0 11W 110.0 1AG ImA 10B 1mA SIN 110.0 R19 IWO JI11 Im.O 2TN IWS N1J 110A 901 Wh tl0.0 13A I10.0 -u RN 1710 35W Im.O 1SW Imo 3N] 110.0 2W5 1W0 31W R0.B PW I37.1 SIW 1WA 31A tAA 11W 1511 3125 Wh R0.0 1111 R0.0 1RP fm0 IM HUI IMN IM WN tT0.0 IBII 1 .0 22N 13N 1l40 11W ROA IBIS ImA INT R0.0 MI 170.0 IB10 110A 23l0 170.0 2011 IG10 PM 110A Pm 10.3 ROI 151.0 2J]J f9.B PN .04 net IWB POI I 19.0 291 021 PN 116.0 21W IWF 110.0 V s Imo34 5fA;52 1WO . 1W O 0.4 AP 1W] 20m 111E 1l0.0 1BW 1140 fI IAO IN la 17 170.0 154.1 II31 1320 1%1 130.1 P52 111.1 1%4 110.1 II32 1P1 RN 1W.1 0251 11A1 1%S W.1 IIW IN IGm PA 29] G40 IGW NA 22U 01.1 tOW 1Wh 110.0 IPI IRO ISA Im.O 31P Im.O 1NB 11W O2f 1N1 Nd i3W N.] ISN 10.1 f]W f0.1 1N1 NA RN INm I2S1 15N IAA NN tmA INI 1W.1 tU3 614 15N %.3 111 152 INI B0.1 ISW 033 15N m3 1Sm fi2G 1N1 81] TABLE 13B Anc BMD1016 1iY WONn DrG ecl 1]rfAp. T•Bt0 W WW WMdN PT' N11Y Arcbq[a YICEI[Dllbmm W'FYO W,nm YICEYD Wmm YIO'EYO Wem W'.EFD IBNecm 1/I S9 EGo ApyWeW Ii'II Uhsem VI'BB Fko AgygaW ItOG4 Bpreb WS)6[,•w FRBNtl lNl U. &le•(OS) AnAIlA1CGP PSMmA Etlp WemnN (N EmmSna111FT RArcM20j 1.16'Mh O.C. BbWENOMN Wp n. 114 I MRM BIACIAIn O.G IeMMva (v00HICb 6q.R B AINmn®1.i\`Mq.O.C./BInbPEI>Cha11CFp6q.4 4A%b O% MIn0.41R1415Anpb tllW10110Y 1' 131' ]Wb 1D04e IINIm 1WIm 1NOIm 1BWIm b1? 4Y1' ]Wn ]NW IIWIN 1Wn Iml. EfWn 1' I+W'. IWb %Jlm 1010Ue BWIm 1]W 0s INDn b1? 4Y1' W1n RmIM 9Wb 15WIm ]Itllm ]IN Im WA 1llY Y IHM ]11RWe WA 10Wn ]1Wn WA WA 1' LVf POb NDn WA NOn 1WOM WA WA EA1C I.W RdIIN SPOIm No,I SWM I1mM Rm 4e WA 1' 1N1' ]Nb iWb WA WA WA WA WA 41N• 110b 11W Im 1WSIm lNlm 15m1m 1BW Im WA 1-1N• ]]Im iNlm WA 1181m 11%b WA WA tAlf Nln 1%Rlm WA NDIm IIN he WA WA Y NBn 18Yllm WA 10%Im ]iN lm WA WA 618' Ntn WIN 1BNb Wtn R0.1b AIBOe WA f.N' 11 b .1. 1POIm Nfb 11]Dn 1BN me WA mms NOn ftm6r PHOb 11WW PIOM ]Y]Be II]On BAmlen®YIAn O.0 IRI R46AIgIe OnlIPq. BY 1RAICMl 011A'MIn O.G/I21LSAryb CYY/ffq.l2 BARhN®®tO]dIlR''AMWrohRM 0.D.CC0..II4LLIWNO'PI0.M.FFhIIDoO...IRCRYIYPAMtIummm..PDRyVb...100D11T. JWWWAAn ]WWWAAn IUWWAAn 0WWAb ImBM A WA WWIAb ONWAIm WNW1Ab UA RWtbIMMA WA NBd1-2.000'JI SNIbO 4Mc5n 1.11'Nn.0.W .11 BWn l0]n W!b 11WW WA WA NODE WA BNb WA WA WA N]n SWb IIfOb .�. ITE f-0RTHE OFFSEF CLIP, USETHESAMEANCXOR PATTERN ANDANCHOR VALUESASTHESTANDARO CLIP. TABLE NOTES: 'uRE 1: FIGURE FIGURES FIGME4: FIGURE It FIGURE&FIGUREIO: FIGUREII: fl 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 24 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ULL LENGTHS UR OPENING IS WABLE ID • • • • • • • • 21��LESTOSEORIILLEDNTHEFIELOFOLLOWNGOINh SI0NA ESOITRICRONNSSHOWNON INTERPOLATION BETWEEN 8.0G0' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS WRE S: FIGURE B: FIGURET: SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ) SUBSTRATE& CONCRETE SHAUL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT GURES CONCRETE BLOCK UNIT (CMU) SHALL NFORM TO ASTM D.W. WOOD SHALL BE PRESSURS-TREATED LLOW SOUTHERN PINE WITH AN ED OF 0.55, ALUMINUM SHALL BE W�75 AND BE A MINIMUM 5. • • • • ❑ • • • • • • PA IIN 4BE ARTT LEAASTEADS T.725' THCK STEEL OND roMATD AM. M U�&ACHORS12 ISEA MINIMUM G�E M NTO METAL SHALLOOD EXTENDAYBE ASTRUCTURAL ASB3S.S. R40S?5 TX8-XMULLIV Hn. 0S705 P.E. TABLE 14A Mu0bn Cc ec Teeth eclRl Opening WltlN (farWNmlys eMl0 mllbnv)oTOpenlnp Holpet(folhodmltely-epeMnp mWaN) MIS 1mN WN mN 701n mF min tB1N IANI ReelupJa Ts,y . R.IBryUir TndJAaN. R%Uigile TrepFry. Re m TIeLRM1W. flmlelpUer Tnp'fABR RederOUV TRp'IWry. RmIeONY TLWIApJer TlLISSN. R.I. TLenne I.omW 1M1m Lm91ry LBmV4 Lowly m+Ire LmJro LomW laeOLV losUre 1n?Jro Lmpre LOmBY Ureddro Lmtlro 1<mW baJre 1.zB"a2.11• •T�beMen B9N aL] pg Sm 31J Tmo ffi1 pp$g€ IID 1W Ixi: 91.0 �p� 6E R13 I ime 311 pIt ua S3s 1R I fm0 ma 'A6 It sYl 103 11J I 13aa m1 'A.0 h b1 Jm ITS I m1 m1 51.5 1&1 212 phg eM m3 '.w- 3N 'LM 213 1 au erz arTalemea19ale T2 3La IT.O an 2M a01 1W 73 mJ mt 115 1J.T 08 IW Se 2,W 231 113 .xa Tdl Me 91.1 •29A 16.1 a1a 201 101 Im 1N ma b.2am x> 21.4TH 1&9 10) 25 ala Me m(I 1a1 360 13r 411 3H RM Zn IN lm ml m3 UZ Me 1i.0 le6 ma mJ = 20 M 1 213 Ixl me ma ffi3 'A.e =2 IT 1 13.31 pgt S�LILY me 103 Z! M YN 213 Ix1 Fee ma 131LSel M2 Me 1 Me nl ffif 201 ne To ml 1ST 16S Ia1 11.a See 1EB 91 213 txl m0 311 Rb are al ]03 201 1n IW T1M A.a 1T0 m1 TJe IIB 1r0 ada 1B] 3Y 1K 31.6 1<B IT.O 110 i0.] 111 TOa iR 1&T 196 ieF Ma 1E1 16< 1m 'A3 10f 11.9 13i 11.9 101 1&0 90 161 191 9.0 tm TeN 3L8 1& TJ.S 19 tee 1m 1&0 131 161 163 f1.6 1]0 TABLE 14B Aneeor Dc e" Tleb Sec) 9WMK 2iRCBkMi aae d. RW CNU FoCW PTWWI NJe y16•Q0 Yf 6a Eto SIT -e VI'89 Q0 /109d1 IQ 91LL1 IIR91al ANMy� Y14E[O Nletm 1/f 6L01PRm mBm 3•le'QeUIIMM 11f Eko NYiim / K Ju. A®eOld &Im(r�8<IBa (� eyPr (Ge) MCIIBTCIPPkgJm] ?IR 1' SVl SW' 1' ?V2 1' LVY ? SYC T a OY' I ,ee, Egp0amae00 1' 1.Yf fYf 2 1Nf 1-YI' 1-Yf LYI' 41/f 1-Yf S 1J2' 1.Y8' W'ei bnpmoml 1N1' tYf tWSW 610 to YOm WA lmM Tbee �Oe iB^2b WWL 8.ffi IB 113TPo IMlon ®Yleln04I pJ35/ni]eBgH/ 1 emlm I Rm Fe I wee ItSnd USE .ANCHOR THE RY TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 4.-1.288•-y pRP.UUCT REVISED SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1 vv mmpyuig wMftno 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND,UR OPENING WIDTHS IS ALLOWABLE. Al., gO.eo I6-o21 FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE FOR EXACT DIMENSIONS, SEE SHEETS Bad Dm • IM T21-23.. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 8HEET921-T3. y118' M _ M Oetle FIGURES SHOWSUGGESTED, APPROXIMATE HOLELOCATIONS. .125' 10111111, U1Nr14 ANGLECLIPMUSTBE USED W PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONFORM TO ASTM C4K. WOOD SMALL BE PRESSURE®TREAT �J ( CONCRETE BLOCK UNIT (MU) SHALL VELLOWSOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 608 TSAND OE AMWIMUM OF.125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.04V THICK(18 GAUGE). STRUCTURW-STEEL TO BEAT 1.2VX2.11'X.125'MULUON =ti:+ LEAST..126' THICK AND AX ALL ANCHORS INTO METAL SHALL EMEND AT LEAST3 SCREW THREADS BEYOND (WTEGRALFOt MULLON) No.88105 THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S. OR410 S.S. _ A/ A LYf FL TABLE ISA MUIDen Capeoltj T•bb 3.26"]e OpenInp WIAtlt(MCIialmyap3 rpmgl )OOpanln0H•Iph1upw ]UaiAH,wpemirg miliare) w, WNO Wln RCIVMN• fieF/MW WF AN M1g WN *: = 1 BON R�v bM No.1xON Tn0RMnaimin Imh INA Nn wwav- IAW, DIRLAL A MULL gg y g gBBg�d g'gg B$gg Sg yBgg qp g $ $qg �e g g$ dqy afl 3g5g �G g ayd@�$ g g3gg pa$5gp5 �fl g aSgg yp g 3 pgpa$ 88 gI 95g �6 Il, qp p$a t@ I g5g@g$ 3fl4 IS Bgg �fl qp 3 $ d8 gg 98 y q8q 3 y�gg S@ g y9 p�$ 2@@ g $ Oq' gd t g ■9g 9 I2F NN W.@61n NF Dlh @F C WN ' AN a Wh H ]IN WF 1mF 3@ 110.0 1A.0 1J0.0 V0.0 1AA IIOD 1A.0 110A I1B.T INA mt A Il.i Y IW ]W T11 iW 6@ m0 W1 Im TW IN m1 lA AI 8fl 1)0.0 110.0 tA0 IAO 1A.0 110A II0.0 11IA 1W,1 the ]IA 61.f 12B H] 6W M] /12 AI RS AB iH m0 N] 6m N> WS 88 1ra0 IlOa IAA I10.0 tAD tA.O 1@A 111.1 B0.a Y1 F0.1 1BA [• iH am aW ma Im] tlta INB IW iW ]W H6 !fl 1ra0 INA IAO fA.O IJOA I0.0 iO3a 1A0 1m1 00.1 Y• e1.e 3fl ITI 011 ml /H iW a@ 6a1 TN @a aH 101 1W I0.0 IOA INA Iloo IB20 1W2 13" 100A bA T0.1 61.6 NA Aa X aN aW 1016 lite III 11@ INI M iW ]W 6@ IW Al 1ra0 i10.0 170.0 I70.0 I)OD I 1@ we 110d W.i ISB IRA HA ]LI a0B m0 @I ILI no BW ml IS Bm mY Is, 1W ]H 1ra.0 1T" IAA ira0 Ibt t]fA 1112 60.a N.1 @.2 I0.1 @.1 At @8 0@ 11W No 1We Ilia TIN HIS /m i00 WO N] HS ]91 3@ 1ra0 170.0 IA.O 1A.0 IAA tY0 Int mai 0].6 A.1 H.0 S0.0 21A F8 01B 661 T!J Im aN 04 IW W 8@ @I Ila M 3l12]] I10.0 IAD Il0.D INA INS IIIA 101.6 A2 E0.a @.6 l01 ]]A i 1110 iW] 1N0 N@ 1210 ItW ION aA0 AO AO W] 1W ]N 3B 1A.0 I]0.0 ROA D0.0 168A 111D 1211 @d JIA AA NA W.1 21D i @I fill ]R @1 BY We aA JI2 &] all Ha Ile ]]] tAA IAA 1N2 iHA 11flB Imt a1A ral AB NA 9.1 W] AB 1210 1417 IHa tm] @le IIN 1N0 a60 IRO TN 6W lW iW Ira0 INS 1A0 Ira0 IYI 1]L2 118A 033 ll] 80.1 N] @] ]21 SW file i66 am @I eN fib ]m ON 60a 1@ Im SW D0.0 IM tYA iA1 TA pA A0 afli IBA 10.2 D00 34/ 11.1 HN 16E IH] Im 1110 Ilm 1011 100 lW >@ fA lW SH 1ra0 1ra0 IA.O 1J0.0 1N.1 IO.T ImA A.a N.I NA M] W.f 1B.J @I a00 ]]6 Mi BN W1 @t eW BN 6H H3 HB @I IAA INS fl1] 1m.1 p.0 W.I 61] W] 46 ]9.0 A.0 11.2l93 11.0 I1W lOb INS tm] 1210 11@ ICN MO >W ]60 Yd ml 1ra0 IA.O 110.0 D0.0 IN.1 11e3 104R ]0.a Yt Ea] ]]] WA t] fill BW i0D NI BI] I10 ala a6/ B19 01/ 11a.1 11A2 102E W3 ril BSt @.1 Ne SIA N.0 IIIO 1@i IN] I]m 1216 11W IW IN TW JA w 1JB.0 1JflD 1I0.0 Ira0 IN.1 tlB1 Im2 AA 01.6 @.6 @1 @0 100 WI 01a eA B1I ma e11 Na 111N ]IA ]A SB] ]lf US ]A US SA NA ]A 26.3 1W 21.4 NO =8 ]t6 11] fA AB ]12 Ia.O ]]0 19.1 1% IWIn WA SO Wa W9 1;10. J-.2- 21A SR =1 2A la.o 311 I'D ile NB mJ 1>.9 1A INN 4 2W L0 Al TABLE SSB ppe11 d T•bM e eyyUell' x.]x CtlFtle Sa 190m. IFEan HdV F•pfMU P MFW yta. pl,e. VA,, Eto 1'N'Fke VI'66 EIm 0106W II6lv1 xfx lLatl MWyly{H 11C Eke114Mm W'Eke Wm'm NOmm 110'ECe Nhcm IN'EW VNe[m Am9Nb Ubtm /1ry°0°Iv 9av1mS 8me•m11 6un'NSI AncbOr COp P•Bem• 1' SUB' 1• YA? f• R-06 T Y1T Y eN' O.M' EOPamnelbl I' 2-IA' LLT LY1' FLI' Ive S 4111' IAII' LW' 1.1H' 11fl' 1-111 T 13! 1-0A` 'rW EmttlIIN i] 1.Y1' ]9Ub ]W IM YAm mb IWb WOIM xmlM ]N1W ]IOb ] Ib YNIG NOb Ntb NRIb b 1pmlgF®e'Wn.OA.I (IIYISpMb pFI(FN. ]WW ]W IW IWb Im01W Y]W IF &O Nx 6BOIm WA 1I20W Nfib OW IIa 11mM Nxb MEIN IproMl®9.6•Mrt O.C.ld]'A9AmY f]q l(FN II x]91b Wp NOIb WA iMxR WP I]Ab Wp f021b 1]]1b lmm tab OpmMIN2)1'Wn.pA.IWRNNW OpI .]] IIWb tlW lta xFOe xN61M FIGUREI: El El FIGURE2: FIGURE 3 • A • • • ANGLE CLIP (FIGURES Y3) MUST REUSED IN PAIRS, TABLE NOTES: 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) UNFAIR INTERPOU71ON BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 6 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-28 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 WI SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O . WOOD SHAH BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SHALL BE 606"5 AND BE A MINIMUM OF.126• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.I2S THICK AND A36, ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & N12 ANCHORS INTO WOOD MAY BE STEEL IM S.S. OR410 S.S. 30- BAY MULLION YIELD A =ANCHORCAP.e FluM1 - kD. G8T05 P.E. TABLE 16A Mullion C• Bo N Table aboIIt] 3.25, pan no Wktll(fa WNWR}SpBa]IB Go f1mbW .Iv TIEpTam m16wre)or Val Rx Y Op•nln0118r 1, R W crintlralery BPBrt]romm.) 1Wh W0luvler Tv 1MN POOH` wWv T tl�. Loa 110h �IVOOeJOn IJedFY look Reclm v TloaftO. SON R.=t w0 1°'1"B TI'mm an RSWWv In T,"". TON R.t�v vaoffl . BAYMULL T$' q T;v i i I2h IBh WW.®FSN NF B]F BSN RN MN 10I0 Wh NF IWN 111N V0.0 ti0.0 II1R0.0O 1T60 1]0.0 tI0.0 181.0 13IA 137.1 827 BB] I1.0 b.l 09} ]W 1RO! 655 YA Bl1 10f0 BW N1 ON SN NO I33 t]OA T0.0 1I1T6O00 tI60 1TO.o 110,0 180.0 110.0 1315 B11 R1 bA 45.0 4W @1 U01}2 }01 ]43 ]BB Ell i62 TI %1 NB 405 ]03 D0.0 RB.O IiR]0O A 1IA0 IMD 1]0.0 1]IS I',' IWA WB 30d ]BA N.O ']b Gal Ew ON Iln) 111E 1100 1w0 BW WI ON ]00 bB IM IAA 1R0 1T0.0 T0.0 1lOD 1M.0 1T0.0 1N.8 1N.0 1115 RI 30.1 I1A ]1D I1B Em W1 E01 1% ON BW G.115A 1]3 T35 fib 1W SW 3}0 1R0 1n1 1]00 IM9 145.A 00.1 BOA 50.1 10.7 w2 01.5 BW 1210 IW IN 1010 BOO W1 8% NB 41B IS 1)OA 100 . 1100 1100 10.17 R1A I%.1 BBA EU 51A 55.1 RB 6W Ow B!E w0 06! b3 MI ri! Sb 481 N3 OM 110.0 INN IRO 17 f%.1 1 IN.0 101.0 M.B ]0.4 BIT 416 N.O %A 0% 11 193 INS INT 1100 HMO %E WI BIE !EE bB IM IRO 1 710 IRO Ibd 1 70 Ib] 00.2 E0.3 al 4" BI.T 28.1 310 O w4 Bb 01! Ofi i1B 11] 4W 3% N1 R0.0 Ina IMO . 1.4 13BT 1R7 IIOA E¢! IB.] M.B 10.0 31.0 ]68 24A IIIB M1 Ib5 14b 1]w 1317 1100 1010 000 WI OW W0 410 45 1)OA IlOA 1lOD 1620 110.5 10SA N] OI.0 NA 41A 20A 701 Mt Ell %] D49 %B BI] }]0 iW NT 4M ]% ]m 1]0.0 IM.O IN.O 13l1T0 IR1 111D iCAI b.l Q0.1 WA 41A w.l M.B &1 1w0 INi 1]W IUl IfBO 1010 BOB W1 510 SW bB 425 1]0.0 ITaO IE16 I45 1261 PoJ 52] 10.1 IT.O XI 361 24.0 %1 ON Ob BW BII OCI 110 Ow 6N IM an SM 1I0.0 IW1 Iw.O 040 00.E %] %.] O30 1L5 214 RO IM, LW ET 11w %R If00 1010 00E NI Ob N0 110 IN 110.0 10. 1R I!].1 190] 1fOA WA 11,T N.1 11.6 SBA ?Z.T RT NI 'Go W M3 %0 6% fly 11B WI b0 09 NB ]SO 1RB 11%]fBOA dl i bD B1A A.1 61.1 %.I M.1 2.3 242 17.1 11.5 DN IIWYIl bN 1]% 1w1 I1B0 1N0 00O N1 ON SW I40 425 ROA 11M}BA.0 IM.O 1W.1 15A] 110.1 B1.B I1.2 b.B b.1 RE R4 1&0 621 01WW WI B% YX OW 1% i10 W6 511 452 N1 w3 IW.] 1N220..01 %A TBA il.] b.0 WD 120 ]0.i NA 21.0 f0.0 1811 1IW531] HN 1]W 1241 IIBO 1010 000 WI 01O 6W 440 iR0 11]]0.0.00 1R0 1%.1 1]5.] 1f61 B1A M.8 W.i N.6 25.1 10.0 WI S1N5! Wt BBl %S B% 1% MO %3 6% b] 0.1E I30N NA ]EI NA NI 28.1 ]b RB iN 2L0 ]01 2J.5 >11 21.8 NI 2}A 81T 1W SN R.5 ]I] i>.5 Sw 161 ]N IIIN R3 ]W RI 2J3 1O.E ]W 1].1 ]N f 1 I IY'`EJ•I Iwc�.oemrl iFmmn I:�:a:I�Is�. WBIs0�.EtW1 s•a11as1 .UnbTra YIC EkoWecM IIC Et011Mcm �u,.... Y10'EkOm0xm� 1M'Eke110tsm Anchor COp PaftOm• FIGURE 1: FI m FIGURE2 FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS Y4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EKACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE GRBLFD IN THE FIELD FOLLDWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM OSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SNALL BE WObTB AND BE AMIN IMUM OF,125' THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND.0W THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A25• THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 0103912 ANCHORS INTO WOOD MAY BE STEEL, 18,8 S. OR 410 S.S. LYNN AA�4�a ii :���*C• VCCNSF :I '� ••, BTPSEOF • :npc^ .plomoC: �C5 tAar LOOP r r 28B'� -1 1.0ao• 1.Dar F'- .txs r I 1zs R.760' 26' 3.12E .125• 3.188' R760' .125' .iRS' .125' 2w0' 2wP IL y17e. 185' IL L 2V L 37E 3717 L .5013 R5' T T F T T Boo• T I'X2X.12EM1JLUON 1'Xr XXWMULLION PX2JVX.37WMULLION 1'X2.7VXA5PMULLION 1'X3.12VX.VM=1ON 1.2VX3.IWX25SMUWON 1.IV X2.11-X.12W MULLION 6061TBMUM. eOM-TBAWLL Sw1TOMM. 6011}T6ALUM 601*46 ALUM. 6063-T4 ALUM. 6W6 TGALUNt XSECTION %SECTION %SECTION %SECTION X-SECTION %SECTION XSMIRON .375' 1I7- {y(-.125• }I r.125• I STpNDAPDCLIP I 2.000' I BOe}TB ALUM. I 8.12E %SECTION U 6TG 1 I XeSAL %SEALUM. ,12E CTION E --I.7ao• I-- 6.500' HERETO .37E CPEATEFCLIP SEE MIN. O:A. 6HEETd .333' MIN. I A I LFCLIP L_7 _J I L_ _J 60 76ALUM. STMIDARU CLIP 806}Te ALUM TOFVIEW y .37E MIN. I I I I B 1 I I OFFSETCLIP MINTSALUM. TOPVIEW ZHO RLE MUST UE THIN THE DASHED BOUNDMIYSW SHEETS6A7FORTHE ANCHORO.C. DISTANCE.MAIUMUM ANCHORHOIE DIAMEIFR:ANCHOR DIAMETER�IIIV. 2%5ANGLECLIP mm5PALUM yD . %SECTION 10 .125' I .375'MIN. F•- 2%E M'GLE CIID 6001 mum TGPVIEW CEN7EROFANCHORHOIEM urTUEWNHINTHE OPSHED BOUNDARY. SEE SHEETS }tT FORTHE ANCHOR O.C. D ISTANCE MAXIMUM ANCHOR HOLE OMMETER: ANCHORDIMAETER+IRV. Mull Dimension (sheet 0) POT Pert P Mullion SOL Clip ORwt CIIP L1CIIp AnGlG CUP V XY X.126'(6) 66605 686113M 666111SM 666243M 666511M P X2' X.376' (6) 666000 666114M 8861119M 666244M M12M f X275' X.376' (7) 88607 638116M 668112DM SM45M 605513M 1'X2.7EX, W(e) 86808 608116M 6S81121M 663246M 686514M 1'X3.12SX.sw(9) 66637M 6681116M 6661114M 686242M SM515M 1.26'X3.1W X.266'(12) 88841M B6B711TM 6661113M fi8B241M 6BBEIBM 1.2EX2.l?X.125°(18) 63370 WA WA WA CM17M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS S20 FORSUGGESTED, APPROMMATEHOLE LOCAMNS A ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Olmenel.n Value(In) For Mullion: A B 1.625 2.04 1' X2• X.125' Aluminum Tube Mumen C O.B95 D 0.740 A B 1.126 2404 1' XY X.37E AUTMAUIn Tube Mlellon c 0.835 D 0.480 A 1.875 1'X2.75"X .375AIumNum TM1e Mullion B 3.000 C 0.767 D 1.118 E 1.450 MN. A 1 1.312 j 1'X2.75•X AlUWnuMnum Nbe Mldllan B 3.000 C 0.476 D i 0.8M A 2000 1' X3.12E X .5, Alum Tube MUD B 2637 c QW3 D 1.137 A 2.625 1.2E %3.18B• X.285'Alum Time Mull B 9.1B2 C D 0.882 1.762 A 1.813 1.211 X2.t1' .121' Alum Tube Mu8 Idu, 58705 EY l.WX3.2YX.ID0' MULLION 6005.T5ALUM. X-SECTION 3Y BAY BOSH XSF 'T'-MUWON 6063-TBALUM. XSEC110N — .820- H- 1.2YX3.94'X.6W MULLION 8006 TMUM. %SECTION .376' -yII 74T IIH� OR 0 I I 1I� 2.000' .125' STM0 YTB ALUM 2.126' 2.�.MOCL LCUP%SECTION U'CLIP UM. IemB T6ALUM. ION .12F .125' r %SECTION L 1�-� 25'- CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHEDBOUNOARY.SEESHEETS5-20FORTHE ANCHOR O.C. DISTANCE MAIIIMUMANCHORHOLE DIAMETER: ANCHOR DIAMETER+ NAY. JI_Iltl} t I I I Z-CENT FA OF ANCHOR NO LE MUST LM WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-M FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIM05TER:ANCHOR O WAFTER• 1I1Y. 5.600'— .378' MIN. I I I 77 I I I I 1 .226'J NOTES: 11 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. E F-CLIP. SEE I .37S F.SHEET4 I I I I I I p I I I STANDARDCUP 606 TBALUM. TOFVIEW OFFSETCUP eM3TMUM. TOPVIEW 376' DISTANCE MA): mum ANCHORHOLE `I DIAMETER: ANCHOR DIAMETER • 1110'. 2X5ANGLECUP U-CLIP 8063-TSALUM TOPVIEW Dimmtlen Value (IA)j For WHOM I DMentlan Velue Iln) Fat Muillan: ] 9' .12Y AIIml. TIbe MWlbn 0 1.038 0.500 1.25' 326' XAW Aluminum Tube MWlon G H 1.001 2.880 OM H I 1.936 3211 F 3181 1'XFX .37Y AIMNrum Tube B'T' F G 2A25 1.125 1.26'X3Rr %.029' Aluminum iWa MWlbn 0 H I 0.]Si 24J0 S. I H I 1.500 3150 F 22M 1.WX3,25' X.10Y Alwinurn Tube MWbn F 2.813 30'Be NO 0 H 0RO 1.50D F 11 2.876 451Be Mall I 32M MBII DImenYon (Naettl) POi Parttl Mulllon SW. alp OIwl011p U411p 1 Angle Clip 1-XT X.12V(10) 0B3M BM111M wilmi aM510M P X4' X.37Y (11) BM10 668112M BM1123M 6662NM I W519M V %9' X.37Y'I' (11) 08M3 EM112M 8801123M 6MN261 000519M 1.20 X3.25' X.10Y(13) 20160 6M1121M 68011241 651ZHOM M115M 1.2YX3,WX.824'(14) 20161 %SII3M BM1125M M411M 8885116M In X394'X.024'(16) 20182 M01117M aM1126M 508241M 8M VIA 90 Dmma llB) 06MB WA WA WA amliaM 450mma(M) 65M0 WA WA WA M05111M '.^.CAtuCT REVISED m {omolvinB wiles Ne F1e1Ma A'.. Sl AL Nry P.A.ER. �.E. FL e5&705 Mu11 DIM. Sion POT PeNO (411eett4) Mulllon Sed. Cllp UZIlp Angle CAP � r''� r'1� --i 1--.126'2"%4'%.25'(1B) 86602 BBB2SIM B00271M686!i[9 2°%B"X.25'(1'>) 66604 606282M 666272M 686U-CUP 2X5MOLE CLIP 0003 T8 ALUM 0063 TONUM. 2.12Y %SECTION 2.000' X3ECRON NOTES:1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 5 .723'DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5.20 FOR SUGGESTED, APPROMMATEHOLE LOCATIONS. 3)SEESHEETS24FOROMUMLINs:r L TIONMETHODS. X6n0,� 2.000' .375 1MW 4.00W 5 .250' TX4'X.20' MULLION OM-T6AWK %SECTION .2W' r--2.000'_i TXG'X 26 MULLION 006346 NUM. XSECTION 4- CUTHERETO 3.505 CREATE&CUP. ,375 F _SEEDLTM.F. � 6NEEf4 MW. r________ _ --------- j I I I I 1 I -i— - - — - - —�- 3.43W I j I j I STMEARD CLIP CENTEROFMICHORHOIEMUSTLIE eomUw NUM wrtWWY PMMMFORnUNDARY.SEE TOMM CUTNUMTO 3.500' �I CREATE FCUP, ,37S r £ _9EUF`LF, FMIN. I I I I I I ___ I I _______- I I I I I I I I I I I I I I I I I I I 1 � I " STANDARD CLIP 6083•MNUM. TOP NEW i r.3?W U CLIP 6G63T6NUM. USED FOR TX 0' MULLION, SHEET 17 TOPVIEW 5 MANGLECUP E061TG,MUM. TOPVEW o.wv� I I 1 I I I I 1 I I 133' I 1 I I I I 1 I I I I I 2X6 MOLE CLIP offs T"ALUM. TOPMEW _.3W MIN. No. 58705 -- I N 1711 K NAI7 A LY{f0 111 P, P.E. EXAMPLE 11 SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1M'. ME OPENING REQUIRES A DESIGN PRESSURE OF+60.0A60A PSF. LENGTH IS]T AND THE OPENING NOW IS 3T+32+1'�T. REFERENCINGSL THE COLUMNU 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION NDANCHORSINHEAD MEET RE MUST BE USED. SCAN THE MUWON TABLES FOR A MULLION THAT IS AT LEASTWE WINDOWFRAME DEPTH OF 2.1/4'rWO WILL MEET OREXCEEDTHE REQUIREDDESIGN RECTANGULAR LOADING PRESSURE OF+BDAW.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.`.SEE 0— see FROM TABLE 3A, SHEET], THE V X 2JV X.3T5-MULLION(LENGTH=]2'. OPENING'MDTH=TT) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS W-58.3 PSF AND WOULDFFNEIRMTI0N DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. QPRWUM APPRWAL,� SHEET9 2J FROM TABLE 4A, SHEET B, THE V X 2.T5' X.850' MUWON(LENGTH =T2'. OPENING WIDTH =]0') HAS A DESIGN PRESSURE OF+M.T PSFYMON EXCEEDS THE REQUIREMENTS FOR THE d OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF M LBS. 12. MUUUCCUENSil 2)USE TABLE4BT0 FINDTHEANCNOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED MR ME WOOD SUBSTRATE. BOTH THE STAIdDARQ CLIP NTH(4) 012 ANCHORS AND WE 2X5 y yN EN m 3 4 IJ ANGLE CLIPS NTH(4) 012 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE CWLD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL Z oElA 3)VERIFYTHE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITH THIS MUWON SYSTEM. THELOWEN DESIGN PRESSURE,OFMUWONS OR FENESTRATION PRODUCTS.WLLL IL sHEaTS APPLYTOTHE OVERALLASSEMSLY. FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MULLbNAND THE FENESTRATION PRODUCT BE WSTAUED INACCORDANCEWIMTHE ? _ 2.1 INSTALLATION SPECIFICATIONS INO RESPECTIVE SUBSTMESANDFENESTMTON PRODUCTSTO MULLION. m d' 'o 10 INTHIS EXAMPLE. THE DESIGN PRESSURE REQUIRED WAS+/4XL0 PSF.THE OVERALL MULLION SYSTEMWAS DETERAIINEDOBE72.TPOP WTHANANCHORCAPACRYOF WSLES ALTERNAPVELY, W DO I IXIANTHGR9W WPLI10W slu I TIRE ANCHOR CAPACITY ADJUSTMENT FORMULACOULD HAVE BEEN USED O CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF60 PSF: (60 PSF)X( 636 LBS =624.8LBS(MAYBEUSEDTOQUAUFYBIUSTELSCREWSFROMTABLE4B) ]2] PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES ACONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 23 . THE OPENING REQUIRES DESIGN PRESSURE OF+50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMINGTHAT A 1' WIDE MULLION IS SUITABLE, THE MUWON LENGTH IS 3T+I2'+1'=105'AND THE OPENING WDTIR IS36YM8 l' a 3%REFERENCNG SHEET25, THECOLUMN USING RECTANGULARLOADINO SHALL BE USED. SCANTHE MULLIONTABLES FORAMULLIONTHATISATLEASTTHEWINDOWFRA EDEPTHOF23/8'ANDDULL MEETOR EXCEED THE REQUIRED DESIGN PRESSURE OF+W.M55.0 PSF. IF THE TABLE DOES NOTSHOW THEEXACT SIZE, USETHE NEXT LARGERSU!E AVAILABLE. EXAMPLE 2 MULTIPLE MULLIONS FROM TABLE 3A SHEET T,THE 1'X2)S' %dTT MULLION (LENOTII= tOb', OPENING WIDTH • ET MEETS WE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE 19+/-15.1 PSF MULL VADTH-+)r AND WOULD NOT BE SUITABLE MR THIS APPLICATION. FROM TABLE 12A, SHEET 1S. THE 2-X 4-X.250' MULUON QENGTH a 10T, OPENING WIDTH =BT)WAS ADESIGN PRESSURE OF+/HM.T PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE SEE DETAIIS. THAT THE MULLION WILL ADNOW THE MULLED UNIT, OPENING WIDTH 133E'+36"R2'•]4',NOT T3'AS PREVIOUSLY F02'TOTHE FMOSM11ON SHEETS 24'""� BECAUSE IT IS NOW KNOWN THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR WE ADJUSTED OPENING.ALTERNATIVELY, THE WNDOWWMS MAY BE REDUCED TO MMNTAW fl' ms AAPPPRWAL \ ASSUMED. VERIFY THE 73' DIMENSION IIILF \? _ , 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EKAMPLE, ASSUME ME POURED CONCRETE HEADER AND SILL ARE a- WOE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W. CARE MUST BE TAKEN O MAINTAIN THE FASTENERS EDGE DISTANCE. AERRCAL� ULTIVICON ANCHORS AT ANEDGE gg E01STANCEOF 2.1M'OIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH B GREATER, AND STANDARD MUILIaN `SEE 9EE SUITABLE, OF>h1 THEREFORESU LENGTH S OETNLS. MALE, SHFETS 2A SHEET] FORTHE HORIZONTAL MULLIONS: CE RNG HEIGHT BE A 2-X 4-X 25T MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER FM BECAUSE WE VERTICAL MULL WILL MULLION TYPECOULDECHOSEN. FRGDUC ".Um 1 1) WE MILLION LENGTH IS 3T AND WE OPENING HEIGHT IS W-7T+2'=10T. REFERENCING SHEET 25, THE COLUMN USING TRAPEOIDAI/1RIPNGUTAR LOADING MAY BE OF+FITQO PSF WHICH EXCEEDS THE y B.fld�,1( USED. FROM TABLE 12A, SHEET I6.METX4'X 25T MUUXMIQLENGTH •4Y, OPENING HEIGHT=11T1 HAS A DESIGN PRESSURE AttePL u REQUIREMENTS FOR WE OPENINO AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. B rynl!m ETAUL NWIS SHOTSTb WIDE. CLIP WERETO BE CENTERED WITHIN T EW. CAREUST BE TAKEN TO MAINTAINTHE FUASTENER'SIWGE DISTANCE. MO E VS ANGLE CLIPSEWITH Mi Ue .- IF ME MULLION .____...__.__.. .. _..� �.�...........o-..,..�..e.•nnme ueurunR reoerm nv 54nl RR WHICH IS GREATER.ANDTHEREFdRE SUITABLE, FORTHEREQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF Ml LBS.TABLE 12B FOR THE UCUP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A012 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS -164.7 PSF FROM WE VERTICAL MULLION; +/.170.0 PSF FROM THE 3T HORIZONTAL MULLION ATTACHING TO CMU; +/-070.0 PSF FROM THE 36-HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS+684.] PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.WE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLYTOTWE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCTS INSTALLED IN ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AAA FENESTRATION PRODUCTS TO MULLION. REVISED - lr do'doaff _sl s.—.. v Imr11�9 I LOADING OF VERTICALMULLION LOADING OF VERTICAL MULLION SILL OFWMDOWS NOTANCHOREO WITH INTERSECTING HORIZONTAL MULLIONS LOADINGOFVERTICALMULUON LOADINGOFHORWNTALMULUON SLL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j PW I I � LOADING OF 110100111,111 �� • • III PW PW LOADING OF VERTICAL MULLION LOA PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTE MEN i[NO OF HORIZONTAL PW r PW EXAMPLES OFTRAPEZOIDAI TRIANGULAR LOADING: Li[I[Imill lol 'Iplj��ql LOADING OF VERTICAL MULLION IE06111i f� LOADINGOFVERTICALMULLION ? N 3± Gj W S Z LOADING OF HORIZONTAL MULLION <a � Z o .N go Im wnwonuru uln nnu PW N Z z QO QQQ Y 30 �YG SO r LOADING OF HORIZONTAL MULLION ,�RGDUCT REVISED NOTES: nVlog.�FW 1)DRAWWOSARE Rullding Cade RERESENTATIONS OF TYPICAL AsaPNnx No p PW CONFIGURATIONS. OIONS. B I. �° Q) CONFIOURATIONSNOTSHOWN DT MAYBE EXTRAPOLATED FROM MINn pads THOSE SHOWN. - 2)IFTHE LOADING TYPE CANNOT BE DETERMINED, USE \�S�1H fO ^"'•./( RECTANGULAR LOADING. I•ISg 3) SEE FOR / :' Nn. 5570S L r ACTMRODUORLOCAAPPROVAL ACTUAL ANCHOR LOCATIONS. LOADING OFHORIZONTAL A. LYNry A�E. MULLION P.E.6870 FL E.N 68705