StormWall XL IMPACT - RESISTANT CURTAIN WALL SYSTEM

Transcription

1 I CURTAIN WALLS I N D E X # SHEET D E S C R I P T I O N 1 C1 COVER / TABLE OF CONTENTS CRLAURENCE CO ISO9000 Y COMP AN ARCHITECTURAL PDUCTS BUILDING GLASS RAILING SYSTEMS SAFER STNGER WITH BRILLIANT TRANSPARENCY 2 C2 GENERAL NOTES & INSTRUCTIONS / STANDARD ABBREVIATIONS 101 STORMWALL XL - ISOMETRIC VIEW - IMPACT RESISTANT CAPTURED STORMWALL XL - BILL OF MATERIALS 5 10 TYPICAL GLAZING DETAILS & INSULATED LAMINATED GLASS SCHEDULE MAX FRAME WIDTH "b" & FRAME LENGTH "a" VS ASD DESIGN PRESSURE RATING (psf) SCHED TYPICAL GLAZING DETAILS & INSULATED LAMINATED GLASS SCHEDULE STORMWALL XL - HEAD & SILL DETAILS STORMWALL XL - HORIZONTAL DETAILS STORMWALL XL - HORIZONTAL & JAMB DETAILS STORMWALL XL - JAMB DETAILS 205 STORMWALL XL - DETAILS STORMWALL XL - DETAILS STORMWALL XL - DETAILS STORMWALL XL - DETAILS STORMWALL XL - DOOR HEAD & BOTTOM RAIL DETAILS STORMWALL XL - DOOR JAMB, TRANSOM & MEETING STILE DETAILS STORMWALL XL - EXPANSION DETAILS 19 2 STORMWALL XL - EXPANSION DETAILS STORMWALL XL - MIDSPAN ANCHOR DETAILS STORMWALL XL - MIDSPAN ANCHOR DETAILS STORMWALL XL - MIDSPAN ANCHOR DETAILS STORMWALL XL - MIDSPAN ANCHOR DETAILS STORMWALL XL - JAMB HEAD & SILL DETAILS STORMWALL XL - JAMB / HEAD & SILL DETAILS STORMWALL XL - HEAD & SILL DETAILS STORMWALL XL - JAMB HEAD & SILL DETAILS STORMWALL XL - HEAD & SILL DETAILS STORMWALL XL - HEAD & SILL DETAILS 0 22 STORMWALL XL - HEAD, SILL & HORIZONTAL DETAILS STORMWALL XL - 90 DEGREE INSIDE CORNER DETAILS CE RT F IE D StormWall XL IMPACT - RESISTANT # SHEET D E S C R I P T I O N 2 01 APPLICABILITY OF REQUIRED ANCHORS & FASTENERS FOR THYPE & SUBSTRATE 02 MAX ASD DESIGN PRESSURE RATING FOR SINGLE & TWIN SPAN STD OR CORNER S CONNECTION 4 0 MAX ASD DESIGN PRESSURE RATING FOR SINGLE & TWIN SPAN STD OR CORNER S CONNECTION 5 04 DEFINITIONS OF SECTIONS FOR SINGLE SPAN 6 05 MAX ASD DESIGN PRESSURE RATING FOR STD DOOR JAMB, CORNER & JAMB S FOR SINGLE SPAN 7 06 DEFINITIONS OF SECTIONS FOR TWIN SPAN 8 07 MAX ASD DESIGN PRESSURE RATING FOR STD JAMB, DOOR JAMB AND CORNER S FOR TWIN SPAN 9 08 DEFINITIONS OF SECTIONS FOR SINGLE SPAN MAX ASD DESIGN PRESSURE RATING FOR STD DOOR JAMB, CORNER & JAMB S FOR SINGLE SPAN DEFINITIONS OF SECTIONS FOR TWIN SPAN MAX ASD DESIGN PRESSURE RATING FOR STD JAMB, DOOR JAMB AND CORNER S FOR TWIN SPAN 4 OPTIONS FOR JAMB, STANDARD AND CORNER S CONTINUOUS TWIN SPAN 44 1 OPTIONS FOR JAMB, STANDARD AND CORNER S SPLICED TWIN SPAN HORIZONTAL SECTIONS AT STANDARD S (PLAN) HORIZONTAL SECTIONS AT STANDARD S (PLAN) JAMB & STANDARD SPLICES AT TWIN SPAN (PLAN) IMPACT RESISTANT CAPTURED COMPONENTS IMPACT RESISTANT CAPTURED COMPONENTS IMPACT RESISTANT CAPTURED COMPONENTS ZONE PLUG INSTALLATION BRIDGE AND ZONE PLUG INSTALLATION 5 22 PRESSURE PLATE AND FACE CAP INSTALLATION 54 2 PRESSURE PLATE AND FACE CAP INSTALLATION Date: Scale: 02/0/17 AS NOTED C1

2 I CURTAIN WALLS CRLAURENCE CO ISO9000 Y COMPAN ARCHITECTURAL PDUCTS BUILDING GLASS RAILING SYSTEMS SAFER STNGER WITH BRILLIANT TRANSPARENCY CE RT F I E D StormWall XL IMPACT - RESISTANT PDUCT APPVAL FOR STORMWALL XL IMPACT - RESISTANT CAPTURED WITH MULTIPLE GLAZING INFILLS FOR USE IN HURRICANE ZONES REQUIRING LARGE MISSILE IMPACT PTECTION GENERAL NOTES: 1 STORMWALL XL IMPACT RESISTANT CAPTURED LARGE MISSILE INSULATED & LAMINATED GLASS SHOWN ON THIS PDUCT APPVAL DOCUMENT (PAD) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH 2016 EDITION OF THE FLORIDA BUILDING CODE CURTAIN WALL MAY BE INSTALLED WITHIN HIGH VELOCITY HURRICANE ZONES DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (ASD) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED FOR ASCE 7-10 SHALL BE FIRST REDUCED TO ASD DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE THESE W/ MAX (ASD) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PDUCT, BASED ON THIS PAD, PVIDED HE / SHE DOES NOT DEVIATE FM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY (c) THIS PAD WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS (d) SITE SPECIFIC PJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EOR) FOR THE PJECT AND WHO WILL BE RESPONSIBLE FOR THE PPER USE OF THE PAD ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFICS FOR REVIEW IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD AS TESTED WERE NOT OVERSTRESSED, A % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS THIS PDUCT'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER PTOCOLS TAS-201, TAS-202, TAS-20, PER ARCHITECTURAL TESTING LAB REPORTS # A , & CONSTRUCTION CONSULTING LAB REPORT # CCU AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1615 OF THE FLORIDA BUILDING CODE (e) ORIGINAL PAD SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PFESSIONAL ENGINEER OF RECORD THAT PREPARED IT 15 CURTAIN WALL MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION ONE LABEL SHALL BE PLACED FOR EVERY UNIT 2 MAXIMUM ASD DESIGN PRESSURE RATING FOR THIS CURTAIN WALL SHALL BE AS SHOWN ON SHEETS 10, 02, 0, 05, 09, 07, 11 THIS PDUCT WILL NOT REQUIRE A HURRICANE PTECTION DEVICE FOR INSTALLATIONS UP TO 0 FEET ABOVE GRADE 4 THIS PDUCT IS APPVED FOR AIR / WATER INFILTRATION (150 PSF WATER PRESSURE) 5 STORMWALL XL - IMPACT RESISTANCE CAPTURED LARGE MISSILE INSULATED & LAMINATED GLASS, SHALL COMPLY WITH SECTIONS 24061, AND OF THE FLORIDA BUILDING CODE 6 ALL STEEL FRAMING SHALL BE WELDED IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY AWS D11 REGULATIONS USE CERTIFIED WELDERS USE E-70XX ELECTDES ALL JOINT WELDING BETWEEN ANGLES AND STEEL STRUCTURE SHALL BE /16" FILLET WELD TYPE 7 PVIDE MAX LOAD BEARING SHIM (TYP) WHEN ALLOWED BY THIS PAD 8 SEE ANCHOR SCHEDULES ON SHEET 02 & 0 FOR ANCHOR TYPE IDENTIFICATION AND SPACING INSTRUCTIONS: STEP 1 DETERMINE ASD DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BUILDING HEIGHT, RISK CATEGORY BUILDING, WIND ZONE, USING APPLICABLE ASCE 7-10 STANDARD STEP 2 GO TO SCHEDULE ON SHEET 10 TO DETERMINE MAXIMUM ASD DESIGN PRESSURE RATING "W" (psf) OF DESIRED GLASS SIZE BASED ON GLASS PANEL DIMENSION STEP DETERMINE MAXIMUM AND JAMB SPAN "L" (FT) FOR A GIVEN EFFECTIVE SPACING "b", FOR SINGLE AND TWIN SPANS ON SCHEDULES ON SHEETS 05, 07, 09, 11 STEP 4 USING SCHEDULES ON SHEETS 02 AND 0 SELECT ANCHOR OPTION FOR S AND JAMBS WITH ASD DESIGN PRESSURE RATING EQUAL OR GREATER THAN ASD DESIGN LOAD SPECIFIED IN STEP 1 9 REMAINING COMPONENTS FOR THIS SHALL BE AS INDICATED ON BILL OF MATERIALS 10 ALL ALUMINUM EXTRUSIONS IN CONTACT WITH STEEL AND CONCRETE SHALL COMPLY WITH SECTIONS AND OF THE FLORIDA BUILDING CODE, RESPECTIVELY STEP 5 THE LOWEST VALUE OF ASD DESIGN PRESSURE RATING RESULTING FM STEPS 2,, AND 4 SHALL APPLY TO THE ENTIRE SYSTEM 11 SHOP DRAWINGS PREPARED BASED ON THIS APPVAL AND TAKING INTO ACCOUNT THE SPECIFIC JOB CONDITIONS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AS PART OF THE PERMIT DOCUMENTS SUBSTRATE MATERIAL NOTED ON THESE DRAWINGS AS "BY OTHERS" MUST WITHSTAND THE LOADS IMPOSED BY THE 1 THIS PDUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO 14 (a) THIS PAD PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PVIDE INFORMATION FOR A SITE SPECIFIC PJECT; ie WHERE THE SITE CONDITIONS DEVIATE FM THE PAD STANDARD ABBREVIATIONS DO DD SMC OHCC UGH OPENING FRAME DIMENSION DAYLIGHT OPENING DOOR OPENING DOOR DIMENSION SURFACE MOUNTED CLOSER OVERHEAD CONCEALED CLOSER C2

3 1-5/1 LAMINATED INSULATING GLASS ON SETTING BLOCK 1-5/1 LAMINATED INSULATING GLASS ON SETTING BLOCK 9/ LAMINATED INSULATING GLASS ON SETTING BLOCK PERIMETER SEAL BY OTHERS DOW 795 OR GE SCS 2000 (TYP) PERIMETER SEAL BY OTHERS DOW 795 OR GE SCS 2000 (TYP) I XL504 SHIM, BACKER D & OPENING CURTAIN WALLS FRAME MAX SPAN "L" (SMALL IMPACT AREA) F MAX SPAN "L" (LARGE IMPACT AREA) F V4D V V4 V4A V4B V4C EXISTING STRUCTURE C L 16A 17A 22A 18A 2A A G4 G5 G6 G4 G5 G6 27 H G1 G2 G H DLO DLO H C L 19A 20A 24A 21A 25A A 28 V5B V5 V5A V15 V5C V14 V10 V5D V5E CRLAURENCE CO ISO9000 Y COMPAN ARCHITECTURAL PDUCTS BUILDING GLASS RAILING SYSTEMS SAFER STNGER WITH BRILLIANT TRANSPARENCY C L TWIN SPAN A H14 H15 H10 H1A H1B H2 H2A H2B H2C H2D H2E CE RT C L STEEL REINFORCEMENT REQUIRED SEE SHEETS 06, 10 TO DETERMINE DESIGN LOAD CAPACITY OF S B G F I E D A H2F H2GH2H V5G V1 V11 C L C L 26A H1 H11 V15 V14 C L A A StormWall XL HURRICANE - RESISTANT V29 C L C L EXISTING STRUCTURE H1B H2F H2GH2H HB GLASS TABLE CHART LARGE IMPACT SMALL IMPACT V5 V5A V5B V5C V5D V5E GLASS LABEL G1 G2 G G4 G5 G6 V8A V8 GLASS COMPOSITION 1-1/4" INSULATED GLASS CONSISTING OF 1/4" HS - AIR SPACE - 1/4" HS / 0075 VANCEVA INTERLAYER OVER 1/4" HS 1-5/16" INSULATED GLASS CONSISTING OF 1/4" TEMP - AIR SPACE - 1/4" HS / 0090 SENTRAGLAS INTERLAYER OVER 1/4" HS 1-5/16" INSULATED GLASS CONSISTING OF 1/4" TEMP - AIR SPACE - 1/4" HS / 0075 VANCEVA INTERLAYER OVER 1/4" HS 1-1/4" INSULATED GLASS CONSISTING OF 1/4" TEMP - AIR SPACE - 1/4" HS / 0060 BUTACITE INTERLAYER OVER 1/4" HS 1-1/4" INSULATED LAMINATED GLASS CONSISTING OF 1/4" TEMP - AIR SPACE - 1/4" HS / 0060 SOLUTIA SAFLEX PVB INTERLAYER - 1/4" HS A A C L DLO H A B DLO H SINGLE SPAN C L V9 H6 opp V8 MANUFACTURER NAME 9/16" STORMGLASS LAMINATED GLASS CONSISTING VANCEVA OF 1/4" HS - 1/4" HS INTERLAYER / 1/4" HS STORMGLASS FOOT NOTES: A B F MAXIMUM DLO SIZE H1 H1A H1B MAXIMUM SQUARE FEET VANCEVA 57- X 96" 8 SENTRAGLAS 57- X 96" 8 VANCEVA 57- X 96" 8 DUPONT 57- X 84" 54 SOLUTIA 57- X 84" /16" X 8-15/16" 1905 FOR AND JAMB SPACING AND MAX SPAN SEE SHEETS 05, 07, 09, 11 FOR HEAD AND SILL AT SINGLE & TWIN SPAN SEE SHEETS 02, 0 FOR MAX AND JAMB SPAN SEE SHEETS 05, 07, 09, 11 G FOR GLAZING DETAILS AND GLASS SCHEDULE SEE SHEET 102, 104 A A C L H INDICATES STEEL REINFORCEMENT IF REQUIRED (SEE SHEET 04, 08) FOR MAX DLO SEE SCHEDULE ON SHEET 10 G C L C L EXISTING STRUCTURE MAX SPAN "L" F V5F V5F H2 H2A H2B H2C H2D H2E 16B 22B 17B 2B 18B 19B 24B 20B 25B 21B B H V5H 26B ISOMETRIC CAPTURED TWIN SPAN / ENTRANCE DOOR B NOT TO SCALE * WHEN INSTALLING A DOOR IN THIS SYSTEM, PANELS ADJACENT TO DOOR MUST BE GLAZED WITH SAFETY GLASS PER GLASS TYPES G4A OR G (SEE SHEET 102) H7 H HA V4 V4A V4B V4C V4D opp 101

4 BILL OF MATERIALS ITEM # PART NUMBER DESCRIPTION DIMENSIONS MATERIAL MFR 1 XLSB2101 SETTING BLOCK 50 X 188 X 400 EPDM 80 DUMETER EPG 2 XLSB2102 SETTING BLOCK 50 X 188 X 400 EPDM 80 DUMETER EPG INTERIOR SPACER GASKET 75 X 25 SILICONE 70 DU EPG 4 XLF118 HORIZ TO SHEAR BLOCK FASTENER #10 X 1" PFH ZINC COATED STEEL VARIES 5 XLF009 SHEAR BLOCK ASSEMBLY SCREW #14 X 1- HH ZINC COATED STEEL VARIES 6 XLF259 JAMB TAP PLATE FASTENER 1/4-20 X 1" PFH TYPE F ZINC COATED STEEL VARIES 7 XLF20 END CAP ATTACHMENT FASTENER #10 X U-DRIVE ZINC COATED STEEL VARIES 8 XLF22 POCKET FILLER ATTACHMENT #-14 X 1" HH 9 XLF25 PRESSURE PLATE SCREW #-14 X 1- HH ZINC COATED STEEL STALGARD STEEL VARIES 10 XLF28 ADAPTOR ATTACHMENT SCREW #10 X 1- PFH ZINC COATED STEEL VARIES ELCO NOTES NOTE 1 NOTE 1 NOTE 1 NOTE 1 NOTE 1 ITEM # A PART NUMBER DESCRIPTION XLS19101 CORNER SPLICE 57 X 15 X 800 X 6 XLS19401 JAMB & STANDARD SPLICE 4950 X 15 X 800 X 5 STANDARD MULL ANCHOR SLEEVE 2282 X 495 X 250 X 5 XLS20101 HEAVY MULL ANCHOR SLEEVE 2282 X 4675 X 250 X 5 XL20102 HEAVY MULL SPLICE 2282 X 4675 X 800 X 5 XLBR15 REINFORCEMENT STEEL 50 X 400 XLBR17 REINFORCEMENT STEEL 75 X 40 XLBR25 REINFORCEMENT STEEL 1875 X 4721 X 25 FACE CAP 50 X 250 X 050 PRESSURE PLATE 442 X 294 X 094 DIMENSIONS MATERIAL MFR 606-T6 ALUMINUM 606-T6 ALUMINUM 606-T6 ALUMINUM 606-T6 ALUMINUM 606-T6 ALUMINUM ASTM A-6 ASTM A-6 ASTM A T6 ALUMINUM 606-T6 ALUMINUM NOTES NOTE 4 NOTE 4 NOTE 4 11 ISOLATOR GASKET 264 X 626 EPDM 70 DUMETER EPG 50 XL224 COVER 250 X 2190 X T6 ALUMINUM EXTERIOR GASKET 217 X 48 EPDM 80 DUMETER EPG 51 XL27 FILLER 204 X 4905 X T6 ALUMINUM 1 XLG180 EXTERIOR GASKET AT EXP HORIZ 195 X 80 EPDM 80 DUMETER TREMCO 52 XLD52 ZONE PLUG 10 X 1675 X 75 ABS PLASTIC CHARLOMA 14 XL100 FACE CAP R50 X 50 X T5 ALUMINUM PERIMETER SEAL SILICONE DOW CORNING 15 XLD102 PRESSURE PLATE 494 X 42 X T6 ALUMINUM 54 SCS2000 PERIMETER SEAL SILICONE GE 16 XL115 FACE CAP 94 X 528 X T5 ALUMINUM 995 POCKET SEAL SILICONE DOW CORNING 17 XL2 POCKET FILLER X 97 X T5 ALUMINUM SSG4800 POCKET SEAL SILICONE GE 18 XL10 GLAZING ADAPTOR 861 X 910 X T5 ALUMINUM 57 FASTENERS MID POINT ANCHOR AT S 5/8-18 X 4 HH GRADE 5 ZINC PLATED VARIES 19 XL CORNER PRESSURE PLATE 276 X 2225 X T6 ALUMINUM 58 FASTENERS MID POINT ANCHOR AT S 5/8-18 X NUTS GRADE 5 ZINC PLATED VARIES 20 XL240 CORNER 6295 X 250 X T6 ALUMINUM 59 FASTENERS MID POINT ANCHOR AT JAMBS 5/8-18 X 1 /4" HH FN THRD GRADE 5 ZINC PLATED VARIES 21 XLC CORNER BRIDGE 50 X 1625 X 625 EPDM 60 DUMETER 22 XLC2 CORNER MULL CAP 00 X 1925 X H2 ALUMINUM 2 XLC25 MULL CAP 00 X 1925 X H2 ALUMINUM EPG 60 XL10801 "U" ANCHOR AT DOOR JAMB & AT JAMB AT DOOR w/ NON SIDELITE & OPTIONAL AT JAMB 2875 X 1468 X 025 X T6 ALUMINUM USE ONLY AT BOTT 24 XLC8 JAMB CAP 275 X 1925 X H2 ALUMINUM 62 IG510 DOOR JAMB / HEADER 08" X 500" X 095" 606-T6 ALUMINUM X 500 X XL501 HEAD 250 X 520 X XL XL XL52 SILL HEAVY LL OVER HORIZONTAL 250 X 520 X X 524 X X 520 X T6 ALUMINUM 606-T6 ALUMINUM 606-T6 ALUMINUM 606-T6 ALUMINUM 28A XL504 HEAVY 250 X 524 X T6 ALUMINUM 606-T6 ALUMINUM 0 XL5 LL UNDER HORIZONTAL 250 X 520 X T6 ALUMINUM 1 XL58 EXPANSION HORIZONTAL 1625 X 6729 X T6 ALUMINUM 2 XLA1001 "F" ANCHOR (JAMB ) 6250 X 2869 X 25 X T6 ALUMINUM XLA10501 "T" ANCHOR (STD & DOOR JAMB 6250 X 2869 X 25 X T6 ALUMINUM ) NOTE 2 NOTE 64 IG047 DOOR STOP 0704" X 1762" X 075" 606-T6 ALUMINUM IG046 TH811 NP801 NP811 NP825 DOOR STOP THRESHOLD WEATHERSTRIP GASKET GASKET 0575" X 1187" X 05" 606-T6 ALUMINUM 606-T6 ALUMINUM EPDM 80 DUMETER EPDM 70 DUMETER EPDM 80 DUMETER 71 XLC58 ZONE BRIDGE 606-T6 ALUMINUM EPG EPG EPG 4 XLA10502 "T" ANCHOR (CORNER ) 750 X 2869 X 25 X T6 ALUMINUM SEE DETAIL 5 "L" ANCHOR (STANDARD & JAMB 50 X 60 X 25 X T6 ALUMINUM ) NOTE 2 6 XLB18001 SHEAR BLOCK 508 X 2272 X T6 ALUMINUM 7 8 XLB18002 SHEAR BLOCK 508 X 2272 X 50 XL1800 SHEAR BLOCK 508 X 2272 X T6 ALUMINUM 606-T6 ALUMINUM NOTES: 9 40 SHEAR BLOCK 2827 X 2272 X 5 XLB18401 SHEAR BLOCK 15 X 197 X T6 ALUMINUM 606-T6 ALUMINUM NOTE 1: MIN Fu = 4 ksi & Fy = 92 ksi NOTE 2: USE TOP & BOTTOM NOTE : TOP & BOTTOM AT STD TOP AT DOOR JAMB NOTE 4: ZINC PLATED STEEL 102

5 I F I CURTAIN WALLS GLASS BITE /4" 5/16" WEEP HOLE 1 5/16" XLSB2102 CRLAURENCE CO ISO9000 Y COMPAN ARCHITECTURAL PDUCTS BUILDING GLASS RAILING SYSTEMS SAFER STNGER WITH BRILLIANT TRANSPARENCY G1 G4 G4A G11 G & G1 CE RT E D FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH SHEAR BLOCK ATTACH TO WITH (4) XLF009 # 14X1- HH ATTACH TO HORIZONTAL WITH (2) XLF118 #10 X 1" PFH SILL INTERIOR GASKET WITH APPLICABLE SILICONE LAMINATED INSULATING GLASS ON SETTING BLOCK StormWall XL IMPACT - RESISTANT /4" 5/16" WEEP HOLE 9/16" 9/16" THK GLASS XLG1585 XLSB2101 XL10 G10 FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH SHEAR BLOCK ATTACH TO WITH (4) XLF009 # 14X1- HH ATTACH TO HORIZONTAL WITH (2) XLF118 #10 X 1" PFH SILL INTERIOR GASKET WITH APPLICABLE SILICONE LAMINATED INSULATING GLASS ON SETTING BLOCK XL502 XL502 XLA1001 / XLA10501 SUBSTRATE XLA1001 / XLA10501 SUBSTRATE GLASS LABEL INSULATED LAMINATED GLAZING DETAIL INSULATED LAMINATED GLASS SCHEDULE GLASS COMPOSITION MANUF NAME MAX DLO MISSILE TYPE GLASS LABEL MONOLITHIC LAMINATED SPANDREL AREAS GLAZING DETAIL MONOLITHIC LAMINATED GLASS SCHEDULE GLASS COMPOSITION MANUF NAME MAX DLO MISSILE TYPE G1 1-5/16" INSULATED LAMINATED GLASS CONSISTING OF EXTERIOR 1/4" HS - AIR SPACE - 1/4" HS " BUTACITE PVB INTERLAYER - 1/4" HS DUPONT SEE SCHEDULE ON SHEET 10 LARGE MISSILE IMPACT G10 9/16" INSULATED LAMINATED GLASS CONSISTING OF EXTERIOR 1/4" HS - SAFLEX CP SAFLEX & SAFLEX HP COMPOSITE GLASS INTERLAYERS w/ PET CORE - 1/4" HS EASTMAN CHEMICAL COMPANY SEE SCHEDULE ON SHEET 10 LARGE MISSILE IMPACT G4 1-5/16" INSULATED LAMINATED GLASS CONSISTING OF EXTERIOR 1/4" HS - AIR SPACE - 1/4" HS " SENTRYGLAS IONOPLAST INTERLAYER - 1/4" HS DUPONT SEE SCHEDULE ON SHEET 10 LARGE MISSILE IMPACT G4A 1-5/16" INSULATED LAMINATED GLASS CONSISTING OF EXTERIOR 1/4" TEMP - AIR SPACE - 1/4" HS " SENTRYGLAS IONOPLAST INTERLAYER - 1/4" HS DUPONT SEE SCHEDULE ON SHEET 10 LARGE MISSILE IMPACT G11 1-5/16" INSULATED LAMINATED GLASS CONSISTING OF EXTERIOR 1/4" HS - AIR SPACE - 1/4" HS - SAFLEX CP SAFLEX & SAFLEX HP COMPOSITE GLASS INTERLAYERS w/ PET CORE - 1/4" HS EASTMAN CHEMICAL COMPANY SEE SCHEDULE ON SHEET 10 LARGE MISSILE IMPACT G G1 1-5/16" INSULATED LAMINATED GLASS CONSISTING OF EXTERIOR 1/4" TEMP - AIR SPACE - 1/4" HS - SAFLEX CP SAFLEX & SAFLEX HP COMPOSITE GLASS INTERLAYERS w/ PET CORE - 1/4" HS 1-5/16" INSULATED LAMINATED GLASS CONSISTING OF EXTERIOR 1/4" HS - AIR SPACE - 1/4" HS - SAFLEX CLEAR AND COLOR GLASS INTERLAYERS - 1/4" HS EASTMAN CHEMICAL COMPANY EASTMAN CHEMICAL COMPANY SEE SCHEDULE ON SHEET 10 SEE SCHEDULE ON SHEET 10 LARGE MISSILE IMPACT LARGE MISSILE IMPACT STORMWALL XL - IMPACT RESISTANT 10

6 I F I CURTAIN WALLS INSULATED LAMINATED GLASS DIMENSION "a" DIMENSION "b" CRLAURENCE CO ISO9000 Y COMPAN ARCHITECTURAL PDUCTS BUILDING GLASS RAILING SYSTEMS SAFER STNGER WITH BRILLIANT TRANSPARENCY G1 MAX ASD DESIGN PRESSURE RATING (psf) CE RT E D INSULATED LAMINATED GLASS G1 G4 G4A G11 G DIMENSION "a" StormWall XL IMPACT - RESISTANT MAXIMUM FRAME WIDTH "a" AND FRAME LENGTH "b" VERSUS ASD DESIGN PRESSURE RATING (psf) SCHEDULE DIMENSION "b" MAX ASD DESIGN PRESSURE RATING (psf) INSULATED LAMINATED GLASS DIMENSION "a" DIMENSION "b" G10 MAX ASD DESIGN PRESSURE RATING (psf) 18" OR LESS * FM 18" TO 101" ± " OR LESS * FM 18" TO 101" ± " OR LESS * FM 18" TO 101" ± " OR LESS FM 24" TO 101" ± " OR LESS FM 24" TO 101" ± " OR LESS FM 24" TO 101" ± " OR LESS FM 0" TO 72" ± " OR LESS FM 0" TO 101" ± " OR LESS FM 0" TO 101" ± " OR LESS FM 0" TO 78" ± 995 6" OR LESS FM 6" TO 101" ± " OR LESS FM 6" TO 101" ± " OR LESS FM 0" TO 84" ± " OR LESS FM 42" TO 101" ± " OR LESS FM 42" TO 101" ± " OR LESS FM 0" TO 90" ± " OR LESS FM 48" TO 101" ± " OR LESS FM 48" TO 101" ± " OR LESS FM 0" TO 96" ± " OR LESS FM 54" TO 101" ± " OR LESS FM 54" TO 101" ± " OR LESS FM 0" TO 101" ± " OR LESS FM 575" TO 101" ± " OR LESS FM 575" TO 101" ± " OR LESS FM 6" TO 78" ± " OR LESS FM 60" TO 101" ± " OR LESS FM 60" TO 101" ± " OR LESS FM 6" TO 84" ± 852 6" OR LESS FM 6" TO 90" ± 87 6" OR LESS FM 6" TO 96" ± 824 6" OR LESS FM 6" TO 101" ± " OR LESS FM 42" TO 90" ± 74 42" OR LESS FM 42" TO 96" ± 75 42" OR LESS FM 42" TO 101" ± " OR LESS FM 48" TO 101" ± " OR LESS FM 54" TO 9" ± " OR LESS FM 575" TO 88" ± " OR LESS FM 625" TO 101" 66" OR LESS FM 66" TO 9564" 72" OR LESS FM 72" TO 8767" 78" OR LESS FM 78" TO 8092" ± 1000 ± 947 ± 868 ± 801 * MIN a = 20 /4" FOR b / a EQUAL OR GREATER THAN HEAD & SILL AND MIN a = 28 5/8" FOR b / c EQUAL OR GREATER THAN JAMBS & S DIMENSIONS LEGEND "a" "a" 625" OR LESS 66" OR LESS 72" OR LESS 78" OR LESS FM 625" TO 101" FM 66" TO 9564" FM 72" TO 8767" FM 78" TO 809" ± 1000 ± 947 ± 868 ± 801 * MIN a = 20 /4" FOR b / a EQUAL OR GREATER THAN HEAD & SILL AND MIN a = 28 5/8" FOR b / c EQUAL OR GREATER THAN JAMBS & S DETERMINATION OF MAXIMUM DAY LIGHT OPENING (DLO) AT EACH END OF GLASS GIVEN "a" & "b" 60" OR LESS FM 60" TO 84" ± " OR LESS FM 625" TO 81" ± " OR LESS FM 66" TO 76" ± 47 * MIN a = 20 /4" FOR b / a EQUAL OR GREATER THAN HEAD & SILL AND MIN a = 28 5/8" FOR b / c EQUAL OR GREATER THAN JAMBS & S "b" DLO "a" DLO "b" DLO "a" DLO "b" DLO "a" DLO "b" "b" "b" SIDE MAX DLO (a) (SHORT SIDE) MAX DLO (b) (LONG SIDE) MAX DAY LIGHT OPENING (DLO) FORMULA "a" - 500" "b" - 500" STORMWALL XL - IMPACT RESISTANT 104

7 COMP AN Y I CURTAIN WALLS CRLAURENCE CO ISO9000 ARCHITECTURAL PDUCTS BUILDING GLASS RAILING SYSTEMS SAFER STNGER WITH BRILLIANT TRANSPARENCY CE RT F IE D G G5 XL504 XLS7401 XLS7401 StormWall XL IMPACT - RESISTANT SPLICE XLC58 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS 1 9/16" GASKET WITH SILICONE AT INTERIOR XLD50 SSG BRIDGE BACKER D & SEALANT /4" MIN /4" MIN 1" MIN 1" MIN INSULATED LAMINATED GLAZING DETAIL AT STANDARD S INSULATED LAMINATED GLASS SCHEDULE GLASS LABEL GLASS COMPOSITION MANUF NAME MAX DLO MISSILE TYPE G5 1-5/16" STORMGLASS INSULATED GLASS CONSISTING OF EXTERIOR 1/4" HS - AIR SPACE - 1/4" SAFLEX CP - SAFLEX & SAFLEX HP COMPOSITE GLASS INTERLAYERS w/ PET CORE - 1/4" HS EASTMAN CHEMICAL COMPANY SEE SCHEDULE ON SHEET 10 LARGE MISSILE IMPACT G 1-5/16" STORMGLASS INSULATED GLASS CONSISTING OF EXTERIOR 1/4" TEMP - AIR SPACE - 1/4" SAFLEX CP - SAFLEX & SAFLEX HP COMPOSITE GLASS INTERLAYERS w/ PET CORE - 1/4" HS EASTMAN CHEMICAL COMPANY SEE SCHEDULE ON SHEET 10 LARGE MISSILE IMPACT STORMWALL XL - IMPACT RESISTANT 105

8 5/16" WEEP HOLE XLF25 XLA1001 / XLA10501 XL501 HEAD DETAIL (CONCRETE) / WET GLAZED H1 CONCRETE SUBSTRATE "F" OR "T" ANCHOR (SEE SHEET 01 & 02) FASTENERS BY OTHERS SEE SHEET 02 INTERIOR GASKET WITH APPLICABLE SILICONE SHEAR BLOCK HEAD (4) XLF009 # 14X1- HH (2) XLF118 #10 X 1" PFH LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH 5/16" WEEP HOLE XLSB2102 XLF25 XLA1001 / XLA10501 SILL DETAIL (CONCRETE) / WET GLAZED XL502 H FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH SILL SHEAR BLOCK INTERIOR GASKET WITH APPLICABLE SILICONE LAMINATED INSULATING GLASS ON SETTING BLOCK "F" OR "T" ANCHOR (SEE SHEET 01 & 02) CONCRETE SUBSTRATE FASTENERS BY OTHERS F T L ONLY AT SINGLE SPAN (SEE NOTE A1) XLA1001 / XLA10501 STEEL SUBSTRATE 5/16" WEEP HOLE XLF25 XLG1015 HEAD DETAIL (STEEL) / DRY GLAZED XL501 H1A "F" OR "T" ANCHOR (SEE SHEET 01 & 02) FASTENERS BY OTHERS SEE SHEET 02 INTERIOR GASKET WITH APPLICABLE SILICONE SHEAR BLOCK HEAD (4) XLF009 # 14X1- HH (2) XLF118 #10 X 1" PFH LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH 5/16" WEEP HOLE XLG1015 XLSB2102 XLF25 XLA1001 / XLA10501 SILL DETAIL (STEEL) HA / DRY GLAZED XL502 FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH SILL SHEAR BLOCK INTERIOR GASKET WITH APPLICABLE SILICONE LAMINATED INSULATING GLASS ON SETTING BLOCK "F" OR "T" ANCHOR (SEE SHEET 01 & 02) STEEL SUBSTRATE FASTENERS BY OTHERS F T L ONLY AT SINGLE SPAN (SEE NOTE A1) XLA1001 / XLA10501 WOOD SUBSTRATE 5/16" WEEP HOLE 9/16" THK GLASS STORMWALL XL XLG1585 XLF25 XL10 HEAD DETAIL (WOOD) 9/16" THK GLASS / WET GLAZED XL501 H1B "F" OR "T" ANCHOR (SEE SHEET 01 & 02) FASTENERS BY OTHERS SEE SHEET 02 INTERIOR GASKET WITH APPLICABLE SILICONE SHEAR BLOCK LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH - IMPACT RESISTANT HEAD (4) XLF009 # 14X1- HH (2) XLF118 #10 X 1" PFH NOTE A1: L - XLA1740 SINGLE SPAN ONLY F - XLA SLEEVE XLA NO SLEEVE T - XLA SLEEVE XLA NO SLEEVE 5/16" WEEP HOLE XLG1585 9/16" THK GLASS XL10 XLSB2102 XLF25 XLA1001 / XLA10501 SILL DETAIL (WOOD) 9/16" THK GLASS / WET GLAZED HB XL502 FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH SILL SHEAR BLOCK INTERIOR GASKET WITH APPLICABLE SILICONE LAMINATED INSULATING GLASS ON SETTING BLOCK "F" OR "T" ANCHOR (SEE SHEET 01 & 02) WOOD SUBSTRATE FASTENERS BY OTHERS F T L ONLY AT SINGLE SPAN (SEE NOTE A1) 201

9 LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH XLG1015 LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH 5/16" WEEP HOLE XLSB2102 XLF25 HORIZONTAL DETAIL H2 SHEAR BLOCK TYPICAL HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH 5/16" WEEP HOLE XLSB2102 XLF25 XLG1015 HORIZONTAL DETAIL H2C SHEAR BLOCK TYPICAL HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH / WET GLAZED (TYPICAL) / DRY GLAZED (TYPICAL) 5/16" WEEP HOLE XLSB2102 XL52 LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH SHEAR BLOCK 5/16" WEEP HOLE XLSB2102 XLG1015 XL52 LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH SHEAR BLOCK XLF25 HORIZONTAL DETAIL H2A / WET GLAZED (LL OVER) XL27 LL OVER HORIZONTAL FILLER FOR LL OVER HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH XLF25 XLG1015 HORIZONTAL DETAIL H2D / DRY GLAZED (LL OVER) XL27 LL OVER HORIZONTAL FILLER FOR LL OVER HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH XL27 LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH XLG1015 XL27 LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF118 #10 X 1" PFH (4) XLF009 # 14X1- HH 5/16" WEEP HOLE XLSB2102 FILLER FOR LL UNDER HORIZONTAL 5/16" WEEP HOLE XLSB2102 FILLER FOR LL UNDER HORIZONTAL XLF25 HORIZONTAL DETAIL H2B XL5 SHEAR BLOCK LL UNDER HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH XLF25 XLG1015 HORIZONTAL DETAIL H2E XL5 SHEAR BLOCK LL UNDER HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH / WET GLAZED (LL UNDER) STORMWALL XL - IMPACT RESISTANT / DRY GLAZED (LL UNDER) 202

10 5/16" WEEP HOLE XLG1585 9/16" THK GLASS XLSB2101 XLG1585 9/16" THK GLASS XL10 XL10 HORIZONTAL DETAIL H2F 9/16" THK GLASS / WET GLAZED (TYPICAL) LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF119 #10 X 1- PFH (4) XLF009 # 14X1- HH SHEAR BLOCK TYPICAL HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH XL2 XLS20101 XLF22 PERIMETER SEAL BY OTHERS DOW 795 OR GE SCS 2000 (TYP) JAMB "L" ANCHOR STANDARD SLEEVE GASKET WITH SILICONE AT INTERIOR XLC8 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLD52 ZONE PLUG POCKET FILLER ATTACH WITH XLF22 5/16" WEEP HOLE XLG1585 9/16" THK GLASS XLSB2101 XLG1585 9/16" THK GLASS XL10 XL10 HORIZONTAL DETAIL H2G 9/16" THK GLASS / WET GLAZED (LL OVER) XL27 XL52 LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF119 #10 X 1- PFH (4) XLF009 # 14X1- HH SHEAR BLOCK LL OVER HORIZONTAL FILLER FOR LL OVER HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH NOTE N1 XLS20101 XLBR15 JAMB DETAIL / WET GLAZED / WOOD SUBSTRATE V4 GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH PERIMETER SEAL BY OTHERS DOW 795 OR GE SCS 2000 (TYP) JAMB STEEL REINFORCEMENT STANDARD SLEEVE "L" ANCHOR 9/16" THK GLASS XLG1585 XL10 XL27 LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF119 #10 X 1- PFH (4) XLF009 # 14X1- HH XLF22 GASKET WITH SILICONE AT INTERIOR XLC8 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS 5/16" WEEP HOLE XLSB2101 9/16" THK GLASS STORMWALL XL XLG1585 XL10 HORIZONTAL DETAIL H2H 9/16" THK GLASS / WET GLAZED (LL UNDER) XL5 FILLER FOR LL UNDER HORIZONTAL SHEAR BLOCK LL UNDER HORIZONTAL LAMINATED INSULATING GLAZING FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH - IMPACT RESISTANT NOTE N2 NOTE N1 XL2 JAMB DETAIL / WET GLAZED / WOOD SUBSTRATE V4A XLD52 ZONE PLUG POCKET FILLER ATTACH WITH XLF22 GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH SEALANT JOINT NOTES: N1-5/8" MIN & 1-5/16" MAX WIDE JOINT w/ SEALANT N2-1/4" MIN & /8" MAX DEPTH JOINT w/ SEALANT 20

11 PERIMETER SEAL BY OTHERS DOW 795 OR GE SCS 2000 (TYP) XL2 XLS20101 XLBR25 XLA1001 STEEL REINFORCEMENT STANDARD SLEEVE XLF25 #-14 X 1- HH AT HORIZONTAL "F" ANCHOR XLC8 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLD52 ZONE PLUG POCKET FILLER ATTACH WITH XLF22 FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH XLS20101 XLBR15 PERIMETER SEAL BY OTHERS DOW 795 OR GE SCS 2000 (TYP) STEEL REINFORCEMENT STANDARD SLEEVE XLF25 #-14 X 1- HH AT HORIZONTAL "F" ANCHOR XLA1001 XLC8 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW NOTE N1 XLS20101 JAMB DETAIL / WET GLAZED / STEEL - CONCRETE SUBSTRATE V4B PERIMETER SEAL BY OTHERS DOW 795 OR GE SCS 2000 (TYP) "F" ANCHOR STANDARD SLEEVE XLF25 #-14 X 1- HH AT HORIZONTAL NOTE N2 NOTE N1 XL2 XL10 XLG1585 9/16" THK GLASS JAMB DETAIL V4D XLD52 ZONE PLUG LAMINATED INSULATING GLASS POCKET FILLER ATTACH WITH XLF22 FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH 9/16" THK GLASS / WET GLAZED / STEEL - CONCRETE SUBSTRATE XLA1001 XLC8 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS NOTE N2 NOTE N1 XL2 STORMWALL XL XLG1015 JAMB DETAIL / DRY GLAZED / STEEL - CONCRETE SUBSTRATE V4C XLD52 ZONE PLUG POCKET FILLER ATTACH WITH XLF22 FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH - IMPACT RESISTANT SEALANT JOINT NOTES: N1-5/8" MIN & 1-5/16" MAX WIDE JOINT w/ SEALANT N2-1/4" MIN & /8" MAX DEPTH JOINT w/ SEALANT 204

12 5 1/4" XLBR25 XLA10501 STEEL REINFORCEMENT ANCHOR SLEEVE XLF25 #-14 X 1- HH AT HORIZONTAL "T" ANCHOR XLC25-top CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLD52 ZONE PLUG XLBR15 STEEL REINFORCEMENT 2 1/4" ANCHOR SLEEVE FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH 5 1/4" XLF25 #-14 X 1- HH AT HORIZONTAL "T" ANCHOR XLA10501 XLC25-top CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW DETAIL / WET GLAZED / STEEL - CONCRETE SUBSTRATE V5 XL10 XL10 XLD52 ZONE PLUG LAMINATED INSULATING GLASS 5 1/4" XLBR25 STEEL REINFORCEMENT ANCHOR SLEEVE XLF25 #-14 X 1- HH AT HORIZONTAL 2 1/4" XLG1585 9/16" THK GLASS DETAIL XLG1585 9/16" THK GLASS V5B FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH "T" ANCHOR 9/16" THK GLASS / WET GLAZED / STEEL - CONCRETE SUBSTRATE XLA10501 XLC25-top CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLG1015 XLG1015 XLD52 ZONE PLUG 2 1/4" DETAIL / DRY GLAZED / STEEL - CONCRETE SUBSTRATE STORMWALL XL - IMPACT RESISTANT V5A FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH 205

13 XL /4" XLS20101 STEEL REINFORCEMENT ANCHOR SLEEVE "L" ANCHOR XLC58 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS 2 1/4" GASKET WITH SILICONE AT INTERIOR XLD50 SSG BRIDGE BACKER D & SEALANT DETAIL / WET GLAZED / WOOD SUBSTRATE V5C (SEE NOTE: A1 ON SHEET 201) 5 1/4" XLS20101 XL504 XLBR25 STEEL REINFORCEMENT ANCHOR SLEEVE XLF25 PRESSURE BAR FASTENER #-14 X 1- HH AT HORIZONTAL "L" ANCHOR XLC58 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS 2 1/4" GASKET WITH SILICONE AT INTERIOR XLD50 SSG BRIDGE BACKER D & SEALANT STORMWALL XL - IMPACT RESISTANT DETAIL / WET GLAZED / WOOD SUBSTRATE V5D (SEE NOTE: A1 ON SHEET 201) 206

14 5 1/4" ANCHOR SLEEVE DRILL RECESS HOLE ATTACH TO XLBR15 WITH XLF22 FASTENER #-14 X 1" "L" ANCHOR XLC25-top CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLD52 ZONE PLUG 2 1/4" GASKET WITH SILICONE AT INTERIOR GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 FASTENER #-14 X 1- HH DETAIL / WET GLAZED / WOOD SUBSTRATE V5E (SEE NOTE: A1 ON SHEET 201) 5 1/4" XLBR15 XLBR25 STEEL REINFORCEMENT ANCHOR SLEEVE DRILL RECESS HOLE ATTACH TO XLBR15 WITH XLF22 FASTENER #-14 X 1" XLF25 PRESSURE BAR FASTENER #-14 X 1- HH AT HORIZONTAL "L" ANCHOR XLC25-top CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLD52 ZONE PLUG 2 1/4" GASKET WITH SILICONE AT INTERIOR GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 FASTENER #-14 X 1- HH Date: 02/0/17 STORMWALL XL - IMPACT RESISTANT DETAIL / WET GLAZED / WOOD SUBSTRATE V5F (SEE NOTE: A1 ON SHEET 201) 207

15 7 9/16" 2 5/16" 5 1/4" 7 9/16" 2 5/16" 5 1/4" XL224 COVER XL224 COVER 4 1/16" XL115 9/16" THK GLASS XLG1585 XLC2 XL10 XL XL10 XLG1585 9/16" THK GLASS XL240 XLBR25 XLB18001 XLA1050 REINFORCEMENT STEEL CORNER CORNER SHEAR BLOCK CORNER "T" ANCHOR LAMINATED INSULATING GLASS XLC2 90 CORNER END CAP 4 1/16" XLF64 XL240 XLBR25 XLB18001 XLA1050 REINFORCEMENT STEEL CORNER CORNER SHEAR BLOCK CORNER "T" ANCHOR LAMINATED INSULATING GLASS XL115 D & SEALANT CORNER PRESSURE PLATE CORNER TUBE FACE CAP FACE CAP (BEYOND) 90 DEGREE OSC V5G 90 DEGREE SSG OSC 9/16" THK GLASS / WET GLAZED / WET GLAZED V5H STORMWALL XL - IMPACT RESISTANT 208

16 2 1/4" 5 1/4" 1/8" 5/16" WEEP HOLE XLSB2102 XL2 FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH LAMINATED INSULATING GLASS ON SETTING BLOCK (2) XLF119 #10 X 1- PFH (4) XLF009 # 14X1- HH SHEAR BLOCK HORIZONTAL INTERIOR GASKET WITH APPLICABLE SILICONE 1/4" X 2" FLAT HD TEK SCREW 2" FM ENDS & 1" OC (SEAL HEADS) NP825 NP811 DOOR GLAZING DO 1/16" DD 1/8" 4 11/16" EXTERIOR IG510 IE150 NP825 IE502 SHIM, BACKER D & SEALANT SUBFRAME DOOR STOP w/ WEATHERING GASKET POCKET FILLER DOOR TOP RAIL GLASS STOP DOOR GLAZING DD 7 5/16" D-917 IE501 NP801 TH811 DOOR BOTTOM RAIL AIR / WATER RESISTANT THRESHOLD 1/4" NP811 IG047 IG046 NP801 DO EXTERIOR GASKET 5/16" 5" DOOR BOTTOM RAIL DETAIL H7 DOOR HEAD DETAIL / WET GLAZED H6 STORMWALL XL - IMPACT RESISTANT 209

17 SHIM, BACKER D & SEALANT STEEL CHANNEL REINFORCEMENT XLBR25 XLBR15 ANCHOR SLEEVE DRILL RECESS HOLE ATTACH TO RS16 WITH XLF22 XLF25 #-14 X 1- HH AT HORIZONTAL STEEL BAR - ATTACH (1) WITH 18" OC "F" ANCHOR LAMINATED INSULATING GLASS GASKET WITH SILICONE AT INTERIOR 5 1/4" 2 1/4" XLA1001 XL2 IG510 IG046 IG047 NP801 IE520 NP811 NP825 SUBFRAME 1/4" X 2" FLAT HD TEK SCREW 2" FM ENDS & 1" OC (SEAL HEADS) AIR / WATER RESISTANT DOOR STOP DOOR STILE GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH DOOR GLAZING (BY OTHERS) GASKET POCKET FILLER ATTACH WITH XLF22 1/8" 1/8" 4 5/8" DD 1/16" DO DOOR JAMB DETAIL V8 / WET GLAZED DOOR STILE DOOR STILE STEEL CHANNEL REINFORCEMENT ANCHOR SLEEVE DRILL RECESS HOLE ATTACH TO RS16 WITH XLF22 XLF25 #-14 X 1- HH AT HORIZONTAL STEEL BAR - ATTACH (1) WITH 18" OC 5 1/4" XLBR25 XLBR15 DOOR GLAZING NP811 NP825 DD IE0 IE0 EXTERIOR 1/8" LOCK STILE 4 11/16" 4 /4" DD NP811 NP825 DOOR GLAZING "F" ANCHOR LAMINATED INSULATING GLASS XLA1001 MEETING STILE V9 GASKET WITH SILICONE AT INTERIOR 2 1/4" GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH LAMINATED INSULATING GLASS TRANSOM DETAIL / WET GLAZED STORMWALL XL - IMPACT RESISTANT V8A 210

18 4 8" V10D V10C V10B V10A 5/16" WEEP HOLE XL100 XLD102 XLG160 XLSB2102 XLB18401 XLB " XL56 XL56 1" 4" 1 5/8" 1 1/4" 1 5/8" 4" 6 7/8" STL REINFORCEMENT ABOVE JAMB OR STANDARD GASKET AT EXTERIOR LAMINATED INSULATING GLASS ON SETTING BLOCK SPACER GASKET DOW 995 STRUCTURAL SILICONE STACK HEAD / SILL SHEAR BLOCK ATTACH TO WITH () XLF009 # 14X1- HH ATTACH TO HORIZONTAL WITH (1) XLF118 #10 X 1" PFH DOW 795 GE SCS 2000 BACKER D & SEALANT STACK HEAD / SILL SHEAR BLOCK ATTACH TO WITH () XLF009 # 14X1- HH ATTACH TO HORIZONTAL WITH (1) XLF118 #10 X 1" PFH GASKET AT EXTERIOR SPLICE (2) # 10 X /4" 2" OC VERTICALLY (TYP EA SIDE) FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH STOP SCREW # 10 X /4" PFH (TYP EA SIDE) XL2 XLS19401 XLS19401 STANDARD VERTICAL SPLICE SPLICE DETAILS 5 1/4" 1" XLS " 5 1/4" V10A XLF22 # - 14 X 1" HEX WASHER HEAD DRILL FLEX JAMB FILLER SPLICE XLS19401 XLS " 5 1/4" STANDARD VERTICAL SPLICE SPLICE DETAILS 5 1/4" 1" XLS7401 XL504 XLS7401 V10B SPLICE JAMB OR STANDARD SPLICE SPLICE STL REINFORCEMENT BELOW LAMINATED INSULATING GLASS 2 1/4" 5 /16" XLC58 ZONE BRIDGE TYPICAL EXPANSION HORIZONTAL SPLICE MID SPAN LOCATIONS H10 HEAVY VERTICAL SPLICE V10C SSG VERTICAL SPLICE V10D STORMWALL XL - IMPACT RESISTANT SPLICE DETAILS SPLICE DETAILS 211

19 4 8" V11 5/16" WEEP HOLE XL100 XLD102 XLG160 XLSB2102 XLB18002 XLB " XL56 XL56 1" 1 5/8" 1 1/4" 1 5/8" 4" 4" 6 7/8" STL REINFORCEMENT ABOVE CORNER GASKET AT EXTERIOR LAMINATED INSULATING GLASS ON SETTING BLOCK SPACER GASKET DOW 995 STRUCTURAL SILICONE STACK HEAD / SILL SHEAR BLOCK ATTACH TO WITH (2) XLF009 # 14X1- HH ATTACH TO HORIZONTAL WITH (1) XLF118 #10 X 1" PFH DOW 795 GE SCS 2000 BACKER D & SEALANT STACK HEAD / SILL SHEAR BLOCK ATTACH TO WITH () XLF009 # 14X1- HH ATTACH TO HORIZONTAL WITH (1) XLF118 #10 X 1" PFH GASKET AT EXTERIOR CORNER SPLICE (2) # 10 X /4" 2" OC VERTICALLY (TYP EA SIDE) FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH STOP SCREW # 10 X /4" PFH (TYP EA SIDE) CORNER 4 1/16" XL /16" 2 5/16" 5 1/4" VARIES 6 5/16" 2 /8" XLS19101 XL XLC2 XL115 XL240 XLS19101 XL224 COVER CORNER SPLICE XLF22 # - 14 X 1" HEX WASHER HEAD DRILL FLEX JAMB FILLER LAMINATED INSULATING GLASS XLC2 90 CORNER END CAP STL REINFORCEMENT BELOW LAMINATED INSULATING GLASS CORNER PRESSURE PLATE 2 1/4" 5 /16" FACE CAP EXPANSION CORNER H11 SPLICE CORNER LOCATIONS 90 DEGREE OSC SPLICE DETAILS V11 Scale: AS NOTED STORMWALL XL - IMPACT RESISTANT 2

20 V 1 /4" 6" 4 1/4" /16" FILLET TOP, BOTTOM & HEEL STEEL SUBSTRATE KOLATH SHIM ALUMINUM 5" 1 1 /4" STEEL SUBSTRATE 8" 8" XL2 XLBR25 2" 6" DEAD LOAD STEEL ANCHOR REINFORCEMENT STEEL 5/8"-18 X 1-/4" GRADE 5 HEX BOLT (FINE THREAD) JAMB TAP PLATE ATTACH TO W/ FS-259 FASTENERS GASKET WITH SILICONE AT INTERIOR XLC8 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLD52 ZONE PLUG POCKET FILLER ATTACH WITH XLF22 GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH FS-259 FASTENER NOTE N1 SEALANT JOINT NOTE: N1-5/8" MIN & 1-5/16" MAX WIDE JOINT w/ SEALANT MID SPAN ANCHOR JAMB LOCATIONS (DEAD LOAD ANCHOR) H MID SPAN ANCHOR JAMB LOCATIONS (DEAD LOAD ANCHOR) V STORMWALL XL - IMPACT RESISTANT 21

21 11 7/8" 1 /4" 9 5/16" NTS STORMWALL XL - IMPACT RESISTANT 4 5" 1 1 V1 MID SPAN ANCHOR CORNER LOCATIONS (DEAD LOAD ANCHOR) H1 CORNER OF FACE CAP GLAZING NOT SHOWN 7 1/16" NTS STEEL SUBSTRATE 8" 4 1/16" XL115 XLC2 XL115 XL XL /16" 2 5/16" 5 1/4" MID SPAN ANCHOR CORNER LOCATIONS (DEAD LOAD ANCHOR) XLS /16" 1 /4" XLS19101 VARIES 2 9/16" XL224 V " STEEL SUBSTRATE /16" FILLET TOP, BOTTOM & HEEL COVER CORNER SPLICE DEAD LOAD STEEL ANCHOR ANCHOR BOLT DESIGN DETERMINED BY STRUCTURAL ENGINEER LAMINATED INSULATING GLASS XLC2 90 CORNER END CAP CORNER PRESSURE PLATE FACE CAP Date: 02/0/17 Scale: AS NOTED 214

22 V14 1 /4" 9 5/16" NTS 7 1/16" NTS 4" 2 5/8" 4" /16" FILLET TOP, BOTTOM & HEEL STEEL SUBSTRATE KOLATH SHIM ALUMINUM XLBR15 XLBR25 6" DEAD LOAD STEEL ANCHOR REINFORCEMENT STEEL 5" 1 1 STEEL SUBSTRATE 8" 1 /4" 5/8-18 X 4 GRADE 5 HEX BOLT WITH NUT GASKET WITH SILICONE AT INTERIOR XLC8 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLD52 ZONE PLUG 2" GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH MID SPAN ANCHOR CENTER LOCATIONS (DEAD LOAD ANCHOR) H14 MID SPAN ANCHOR CENTER LOCATIONS (DEAD LOAD ANCHOR) V14 STORMWALL XL - IMPACT RESISTANT 215

23 V15 1 /4" 9 5/16" NTS 7 1/16" NTS 2 1/4" 4" 2 5/8" 4" /16" FILLET TOP, BOTTOM & HEEL STEEL SUBSTRATE KOLATH SHIM XLBR15 6" WIND LOAD STEEL ANCHOR REINFORCEMENT STEEL 5" 1 1 STEEL SUBSTRATE 8" 1 /4" 5/8-18 X 4 GRADE 5 HEX BOLT WITH NUT STANDARD SLEEVE GASKET WITH SILICONE AT INTERIOR XLC8 CAP ATTACH WITH XLF20 # 10 X DRIVE SCREW LAMINATED INSULATING GLASS XLD52 ZONE PLUG 2" GASKET AT EXTERIOR FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH MID SPAN ANCHOR CENTER LOCATIONS (WIND LOAD ANCHOR) H15 MID SPAN ANCHOR CENTER LOCATIONS (WIND LOAD ANCHOR) V15 STORMWALL XL - IMPACT RESISTANT 216

24 STEEL OR CONCRETE SUBSTRATE STEEL OR CONCRETE SUBSTRATE JAMB ANCHOR AT HEAD XLBR25 FOR STEEL / CONCRETE SUBSTRATE XLBR25 XLBR25 1 /4" 1 /4" XLA A XLA1001 XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER "F" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE REINFORCEMENT STEEL REINFORCEMENT STEEL ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "F" ANCHOR ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER STEEL OR CONCRETE SUBSTRATE SEE NOTE A1 SEE NOTE A1 XLBR15 XLBR25 JAMB ANCHOR AT HEAD XLBR15 & XLBR25 FOR STEEL / CONCRETE SUBSTRATE XLA /4" XLBR15 XLBR25 17A XLA1001 XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER "F" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE REINFORCEMENT STEEL REINFORCEMENT STEEL ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "F" ANCHOR ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER STEEL OR CONCRETE SUBSTRATE SEE NOTE A1 SEE NOTE A1 Date: 02/0/17 JAMB ANCHOR AT SILL XLBR25 FOR STEEL / CONCRETE SUBSTRATE STORMWALL XL - IMPACT RESISTANT 16B JAMB ANCHOR AT SILL XLBR15 & XLBR25 FOR STEEL / CONCRETE SUBSTRATE 17B NOTE A1: L - XLA1740 SINGLE SPAN ONLY F - XLA SLEEVE XLA NO SLEEVE T - XLA SLEEVE XLA NO SLEEVE Scale: AS NOTED 217

25 STEEL OR CONCRETE SUBSTRATE STEEL OR CONCRETE SUBSTRATE XLBR15 XLA /4" JAMB ANCHOR AT HEAD XLBR15 FOR STEEL / CONCRETE SUBSTRATE XLBR15 18A XLA1001 XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER "F" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE REINFORCEMENT STEEL REINFORCEMENT STEEL ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "F" ANCHOR ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER STEEL OR CONCRETE SUBSTRATE SEE NOTE A1 SEE NOTE A1 XL501 XL502 XLA10501 ANCHOR AT HEAD XLBR25 XLBR25 XLBR25 FOR STEEL / CONCRETE SUBSTRATE 1 /4" 19A XLA10501 XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER "T" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE REINFORCEMENT STEEL REINFORCEMENT STEEL ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "T" ANCHOR ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER STEEL OR CONCRETE SUBSTRATE SEE NOTE A1 SEE NOTE A1 Date: 02/0/17 JAMB ANCHOR AT SILL XLBR15 FOR STEEL / CONCRETE SUBSTRATE 18B ANCHOR AT SILL XLBR25 FOR STEEL / CONCRETE SUBSTRATE 19B Scale: AS NOTED STORMWALL XL - IMPACT RESISTANT 218

26 STEEL OR CONCRETE SUBSTRATE STEEL OR CONCRETE SUBSTRATE XL501 XL502 XLA10501 XLBR15 XLBR25 ANCHOR AT HEAD XLBR15 XLBR25 20A XLBR15 & XLBR25 FOR STEEL / CONCRETE SUBSTRATE 1 /4" XLA10501 XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER "T" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE REINFORCEMENT STEEL REINFORCEMENT STEEL ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "T" ANCHOR ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER STEEL OR CONCRETE SUBSTRATE SEE NOTE A1 SEE NOTE A1 XL501 XL502 XLA10501 ANCHOR AT HEAD XLBR15 XLBR15 XLBR15 FOR STEEL / CONCRETE SUBSTRATE 1 /4" 21A XLA10501 XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER "T" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE REINFORCEMENT STEEL REINFORCEMENT STEEL ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "T" ANCHOR ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER STEEL OR CONCRETE SUBSTRATE SEE NOTE A1 SEE NOTE A1 Date: 02/0/17 ANCHOR AT SILL XLBR15 & XLBR25 FOR STEEL / CONCRETE SUBSTRATE 20B ANCHOR AT SILL XLBR15 FOR STEEL / CONCRETE SUBSTRATE 21B Scale: AS NOTED STORMWALL XL - IMPACT RESISTANT 219

27 WOOD SUBSTRATE WOOD SUBSTRATE JAMB ANCHOR AT HEAD 1 NO STEEL REINFORCEMENT FOR WOOD SUBSTRATE 22A XL502 XL501 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER "L" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE JAMB JAMB ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "L" ANCHOR ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER WOOD SUBSTRATE SEE NOTE A1 SEE NOTE A1 XLBR15 1 JAMB ANCHOR AT HEAD XLBR15 FOR WOOD SUBSTRATE XLBR15 2A XL502 XL501 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER "L" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE JAMB JAMB ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "L" ANCHOR ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER WOOD SUBSTRATE SEE NOTE A1 SEE NOTE A1 Date: 02/0/17 Scale: AS NOTED JAMB ANCHOR AT SILL 22B JAMB ANCHOR AT SILL 2B NO STEEL REINFORCEMENT FOR WOOD SUBSTRATE STORMWALL XL - IMPACT RESISTANT XLBR15 FOR WOOD SUBSTRATE 220

28 XL501 XL502 1 /8" ANCHOR AT HEAD NO STEEL REINFORCEMENT FOR WOOD SUBSTRATE 24A XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER WOOD SUBSTRATE "L" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "L" ANCHOR WOOD SUBSTRATE ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER SEE NOTE A1 SEE NOTE A1 Date: 02/0/17 Scale: AS NOTED ANCHOR AT SILL NO STEEL REINFORCEMENT FOR WOOD SUBSTRATE 24B STORMWALL XL - IMPACT RESISTANT 221

29 XL501 XL502 1 /8" XLBR25 ANCHOR AT HEAD XLBR25 FOR WOOD SUBSTRATE XLBR25 25A XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER WOOD SUBSTRATE "L" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE REINFORCEMENT STEEL REINFORCEMENT STEEL ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS "L" ANCHOR WOOD SUBSTRATE ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER SEE NOTE A1 SEE NOTE A1 Date: 02/0/17 Scale: AS NOTED STORMWALL XL - IMPACT RESISTANT ANCHOR AT SILL XLBR25 FOR WOOD SUBSTRATE 25B 222

30 XL501 XL502 ANCHOR AT HEAD 1 /4" XLBR25 XLBR25 XLBR25 FOR STEEL / CONCRETE SUBSTRATE FOR CORNER S ONLY XLA A XLA1050 XL501 XL502 ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER STEEL OR CONCRETE SUBSTRATE CORNER "T" ANCHOR SHEAR BLOCK WITH XLF009 FASTENERS HEAD ANCHOR SLEEVE REINFORCEMENT STEEL REINFORCEMENT STEEL ANCHOR SLEEVE SILL SHEAR BLOCK WITH XLF009 FASTENERS CORNER "T" ANCHOR STEEL OR CONCRETE SUBSTRATE ANCHOR BOLT SIZE AND LOCATION DETERMINED BY STRUCTURAL ENGINEER SEE NOTE A1 SEE NOTE A1 XLBR25 HORIZONTAL JAMB XLBR25 REINFORCEMENT STEEL XLBR25 27 SHEAR BLOCK WITH XLF009 FASTENERS XL501 HORIZONTAL FRAME REINFORCEMENT STEEL SHEAR BLOCK WITH XLF009 FASTENERS XL501 HORIZONTAL FRAME REINFORCEMENT STEEL Date: 02/0/17 ANCHOR AT SILL XLBR25 FOR STEEL / CONCRETE SUBSTRATE FOR CORNER S ONLY 26B HORIZONTAL CENTER XLBR25 REINFORCEMENT STEEL 28 Scale: AS NOTED STORMWALL XL - IMPACT RESISTANT 22

31 XL510 XLBR25 HEAVY DOW 795 GE SCS 2000 (TYP) D & SEALANT STEEL CHANNEL REINFORCEMENT LAMINATED INSULATING GLASS DOW 795 GE SCS 2000 (TYP) BACKER D & SEALANT SUBSTRATE XL2 GASKET WITH SILICONE AT INTERIOR SEE NOTE N1 XL2 XLG1585 9/16" THK GLASS XL10 XLBR25 XL510 DOW 795 GE SCS 2000 (TYP) D & SEALANT GASKET AT EXTERIOR HEAVY STEEL CHANNEL REINFORCEMENT LAMINATED INSULATING GLASS FACE CAP & PRESSURE PLATE WITH SHOP INSTALLED ISOLATOR FIELD ATTACH WITH XLF25 #-14 X 1- HH SEE NOTE N1 90 DEGREE SSG ISC 1-5/16" & 9/16" THK GLASS / WET GLAZED V29 SEALANT JOINT NOTE: N1-5/8" MIN & 1-5/16" MAX WIDE JOINT w/ SEALANT Date: 02/0/17 STORMWALL XL 224

32 APPLICABILITY OR REQUIRED ANCHORS & FASTENERS FOR TYPE & SUBSTRATE (SCHEMATIC) 5 5 /4" 1/4" C L 1/4" 5 5 1/4" EQ EQ XLA10501 STD w/ SLEEVE "T" ANCHOR (STD & DOOR JAMB ) FASTENER TYPES A, B, C, OR D (SEE SHEET 02) (2 REQ'D PER ) EQ EQ STD w/ SLEEVE "L" ANCHOR (STD & DOOR JAMB ) FASTENER TYPES A, B, C, OR D (SEE SHEET 02) (2 REQ'D PER ) JAMB w/ SLEEVE "L" ANCHOR (STD & DOOR JAMB ) FASTENER TYPE D (SEE SHEET 02) (4 REQ'D PER ) 1/16" 5 5/8" 1/4" 1/4" 5 5/8" 5 5/8" 1/4" 1/16" 5/16" 5/16" /8" /8" JAMB w/ SLEEVE "F" ANCHOR (JAMB ) FASTENER TYPE D (SEE SHEET 02) (4 REQ'D PER ) 5/16" /8" XLA1001 1/16" INSTALLATIONS w/ "T" ANCHOR INSTALLATIONS w/ "L" ANCHOR * INSTALLATIONS w/ "L" ANCHOR * INSTALLATIONS w/ "F" ANCHOR FOR CONCRETE & STEEL SUBSTRATE NTS FOR CONCRETE & STEEL SUBSTRATE NTS FOR CONCRETE & STEEL SUBSTRATE NTS FOR CONCRETE & STEEL SUBSTRATE NTS 5 7/8" C L XLA10501 XLA1001 STD w/ SLEEVE "T" ANCHOR (STD & DOOR JAMB ) FASTENER TYPE E (SEE SHEET 02) (4 REQ'D PER ) INSTALLATIONS w/ "T" ANCHOR FOR WOOD SUBSTRATE NTS /8" STD w/ SLEEVE "L" ANCHOR (STD & DOOR JAMB ) FASTENER TYPE E (SEE SHEET 02) (4 REQ'D PER ) INSTALLATIONS w/ "L" ANCHOR * FOR WOOD SUBSTRATE NTS JAMB w/ SLEEVE "L" ANCHOR (STD & DOOR JAMB ) FASTENER TYPE E OR G (SEE SHEET 02) (4 REQ'D PER ) INSTALLATIONS w/ "L" ANCHOR * FOR WOOD SUBSTRATE NTS /8" JAMB w/ SLEEVE "F" ANCHOR (JAMB ) FASTENER TYPE E OR G (SEE SHEET 02) (4 REQ'D PER ) INSTALLATIONS w/ "F" ANCHOR FOR WOOD SUBSTRATE /8" NTS NOTE: 2 1/16" 1/4" * LIMITED TO 70 PSF ASD DESIGN LOAD FOR UP TO '-0" SPAN & 4'-0" SPACING 1/4" XLA10502 STORMWALL XL - IMPACT RESISTANT CORNER w/ SLEEVE "T" ANCHOR (CORNER ) FASTENER TYPES A, B, C, OR D (SEE SHEET 02) (2 REQ'D PER ) INSTALLATION OF CORNER w/ HW "T" ANCHOR FOR CONCRETE & STEEL SUBSTRATE NTS 01