SUSPENSION REQUIREMENTS SEE DETAIL B1.2 TYPICAL SYSTEM SECTION SEE DETAIL 'A' THIS SHEET 2" MODULE. SPECIFICATIONS (unless noted otherwise)

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1 " 2" " REQUIRED FOR " " " SEE DETAIL B1.2 CARRIER SPAN VARIES DEPENDING ON DESIGN WIND PRESSURE 12 GA HANGER WIRE, BY OTHERS, NOT BY HUNTER DOUGLAS SEE DETAIL B GA HANGER WIRE WITHIN 3" OF VERTICAL SUPPORT VERTICAL SUPPORT SEE DETAIL B1.3 DETAIL BOX 6 PANEL SEE DETAIL B1.1 SUSPENSION REQUIREMENTS SEE DETAIL B1.2 TYPICAL SYSTEM SECTION SEE DETAIL THIS SHEET 1" WALL ANGLE SEE DETAIL B1.7 PANEL OVERHANG 6" MAX CARRIER OVERHANG 6" MAX PANEL SPLICE SEE DETAIL B1.4 6" MAX CARRIER SPLICE FLOATING TRIM SEE DETAIL B1.8 TRIM NOT SHOWN FOR CLARITY PANEL ENDCAP SEE DETAIL B1.5 ENDCAP NOT SHOWN FOR CLARITY PANEL LENGTH 3'-0" MIN - 16'-0" MAX (RECOMMENDED) PANEL SPAN VARIES DEPENDING ON DESIGN WIND PRESSURE SEE DETAIL B1.2 SEE DETAILS B1.9 THROUGH B1.10 FOR FIXTURE OPENING RECOMMENDATIONS 2" MODULE UNIVERSAL CARRIER SPLICE SEE DETAIL B1.6 OVERALL ISOMETRIC VIEW PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.0

2 REQUIRED FOR 1 4 " CLOSURE HEIGHT " PANEL HEIGHT *VIEW FROM BELOW " SYSTEM HEIGHT " FLAT RECESSED CLOSURE WIDTH " PANEL WIDTH 3'-0" MINIMUM PANEL LENGTH 16'-0" MAXIMUM RECOMMENDED PANEL LENGTH* LONGER LENGTH PANELS AVAILABLE, CONTACT HUNTER DOUGLAS " PANEL HEIGHT MATERIAL THICKNESS DEEP BOX 2:.020" OR.025" ALUMINUM PANEL FINISHES PAINTED & POWDER COATED - INTERIOR & EXTERIOR LUXACOTE - INTERIOR & EXTERIOR DECORATED WOOD FINISH (POWDER COATED) - INTERIOR & EXTERIOR NO PERFORATION AVAILABLE FOR FACTORY END & SIDE PANEL VIEW *PANEL LENGTHS AVAILABLE IN ± 1 8" TOLERANCE, MINIMUM QUANTITIES MAY APPLY PANEL MATERIALS & FINISHES SCALE: NOT TO SCALE PANEL SPECIFICATION PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.1

3 SEE TABLE 1 FOR MAX O.C. CARRIER SPAN 12 GA HANGER WIRE WITHIN 3" OF VERTICAL SUPPORT SEE TABLE 1 FOR MAX O.C. CARRIER SPAN,.040" ALUMINUM 6" MAXIMUM CARRIER OVERHANG VERTICAL SUPPORT 1/2" X 1-1/2" 16 GA GALV. CRC, MAX LENGTH 28", SEE NOTE 3 DRAWING # EXTDBOX-B1.3 FOR VERTICAL SUPPORT REQUIREMENTS AND EQUALS NOTE A: CARRIER SPACING (PANEL SPAN) AND CARRIER SPAN (HANGER WIRE & VERTICAL SUPPORT SPACING) VARIES DEPENDING ON DESIGN WIND PRESSURE (POUNDS PER SQUARE FOOT). AS A GENERAL GUIDE, REFER TO THE DETAIL AND WIND LOAD TABLE 1 BELOW FOR CARRIER SPACING AND CARRIER SPAN. THE WIND LOAD CRITERIA IS BASED ON USING 3 OR MORE ROWS OF CARRIER. MAXIMUM PANEL OVERHANG = 6". MAXIMUM CARRIER OVERHANG = 6". HANGER WIRE (12 GA MIN.) MUST BE LOCATED AT EACH VERTICAL SUPPORT STRUT. VERTICAL SUPPORT STRUT MUST NOT EXCEED SPACING SHOWN FOR A GIVEN DESIGN WIND PRESSURE. SEE DRAWING # EXTDBOX-B1.3 FOR VERTICAL SUPPORT SPECIFICATION. HANGER WIRE AND VERTICAL SUPPORT STRUT MUST BE ATTACHED TO STRUCTURE ABOVE TO SAFELY SUPPORT ALL LOADS IMPOSED BY SOFFIT SYSTEM. ATTACHMENT TO STRUCTURE DESIGNED AND PROVIDED BY OTHERS, NOT BY HUNTER DOUGLAS. NOTE B: ALL PENETRATIONS IN CEILING TO BE FIELD LOCATED AND FIELD CUT. TRIM FOR THESE ITEMS NOT BY HUNTER DOUGLAS. NOTE C: ATTACHMENT TO STRUCTURE DESIGNED AND PROVIDED BY OTHERS, NOT BY HUNTER DOUGLAS. SEE TABLE 1 FOR MAX O.C. CARRIER SPACING TABLE 1 - DESIGN WIND LOAD - LINEAR DEEP BOX EXTERIOR CEILING SYSTEM SEE TABLE 1 FOR MAX O.C. CARRIER SPACING,.020" OR.025" ALUMINUM REQUIRED FOR EXTERIOR REQUIRED FOR PANEL TYPE:.020" OR.025" ALUMINUM, CARRIER TYPE:.040" ALUMINUM, ALLOWABLE CARRIER SPACING (PANEL SPAN) ALLOWABLE CARRIER SUPPORT SPACING (HANGER WIRE/VERTICAL SUPPORT SPACING) DESIGN WIND PRESSURE (POSITIVE OR NEGATIVE PSF**) * NOTE: CARRIER SPACING BASED ON USING 3 OR MORE CARRIERS ** POUNDS PER SQUARE FOOT CARRIER SPACING * (PANEL SPAN) CARRIER SPAN (VERTICAL SUPPORT SPACING) 6" MAX PANEL OVERHANG 20 3'-4" 1'-11" 25 3'-0" 1'-10" 30 2'-8" 1'-9" 35 2'-6" 1'-8" 40 2'-4" 1'-8" EXTERIOR SUSPENSION SPECIFICATION PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.2

4 1/2" X 1-1/2" 16 GA GALV. CRC SECURED TO CARRIER WITH 12 GA GALV. BRACKET, NOT BY HUNTER DOUGLAS 1/2" X 1-1/2" 16 GA GALV. CRC DIETRICH STE /2" 20 GA GALV. STEEL STUD OR OR 12 GA HANGER WIRE, WITHIN 3" OF VERTICAL SUPPORT, NOT BY HUNTER DOUGLAS 12 GA (.109") MIN X 3/4" WIDTH MIN 12 GA GALV. BRACKET, NOT BY HUNTER DOUGLAS 1/2" MAX NOTE A: VERTICAL SUPPORT STRUTS (MINIMUM 1-1/2" 16 GA GALV. 'C' CHANNEL OR EQUAL, MAX LENGTH OF 28"). SEE DRAWING # EXTDBOX2-B1.2 FOR EXTERIOR SUSPENSION REQUIREMENTS. VERTICAL SUPPORTS SHALL BE LOCATED WITHIN 6" OF THE ENDS OF EACH CARRIER AND WITHIN 6" ON BOTH SIDES OF A CARRIER SPLICE. VERTICAL SUPPORT EQUALS: DIETRICH STE /2" 20 GA GALV. MAX LENGTH OF 85" DIETRICH TRNB-25 MAX LENGTH OF 78" *** ATTACHMENT TO STRUCTURE ABOVE SHALL BE DESIGNED AND PROVIDED BY OTHERS TO SUPPORT ALL LOADS IMPOSED BY CEILING SOFFIT SYSTEM *** 1" MIN OR OR 1/4" DIAMETER X 20 GRADE 2 NUT & BOLT IN PRE- PUNCHED CARRIER HOLE, NOT BY HUNTER DOUGLAS 12 GA BRACKET GALV., NOT BY HUNTER DOUGLAS VERTICAL SUPPORT 1/2" X 1-1/2" 16 GA GALV. CRC, MAX LENGTH 28", SEE NOTE A THIS SHEET FOR VERTICAL SUPPORT REQUIREMENTS SEE TABLE 1 ON DRAWING # EXTDBOX2-B1.2 FOR MAX O.C. SPACING REQUIREMENTS VERTICAL SUPPORT DIETRICH STE /2" 20 GA GALV. STEEL STUD OR EQUAL, MAX LENGTH 85", SEE NOTE A THIS SHEET FOR VERTICAL SUPPORT REQUIREMENTS NOTE B: ALL PENETRATIONS IN CEILING TO BE FIELD LOCATED AND FIELD CUT. TRIM FOR THESE ITEMS NOT BY HUNTER DOUGLAS. NOTE C: ATTACHMENT TO STRUCTURE DESIGNED AND PROVIDED BY OTHERS, NOT BY HUNTER DOUGLAS. (2) NO. 10 TEK SCREWS, NOT BY HUNTER DOUGLAS,.025" OR.020" ALUMINUM REQUIRED FOR EXTERIOR " " SECTION (2) NO. 10 TEK SCREWS, TYP., NOT BY HUNTER DOUGLAS " 2" " (2) NO. 10 TEK SCREWS, NOT BY HUNTER DOUGLAS REQUIRED FOR EXTERNAL INSTALLATION ",.040" ALUMINUM, TYP. EXTERIOR VERTICAL SUPPORT SPECIFICATION PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.3

5 SPLICE SPLICE NOTE 1: DO NOT SPLICE PANELS DIRECTLY BELOW S. PANEL SPLICES DO NOT FIT UNDER CARRIERS. NOTE 2: FIELD CUT PANELS AS REQUIRED TO CREATE A RANDOM STAGGERED SEAM PATTERN. AVOID ALIGNED SEAMS. BEYOND PANEL SEAM SECTION SCALE: 6" = 1'-0" DEEP BOX 2 PANEL SPLICE, WILL NOT FIT UNDER SECTION SCALE: 6" = 1'-0" SPLICE, WILL NOT FIT UNDER *VERTICAL SUPPORTS AND HANGER WIRE OMITTED FOR CLARITY PANEL SPLICE SPECIFICATION PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.4

6 INSERT END CAP ONTO PANEL AND ENSURE SHEAR TABS ARE ORIENTED ON TOP OF PANEL DEEP BOX 2 END CAP DEEP BOX 2 END CAP SECTION SCALE: FULL (1:1) *VERTICAL SUPPORTS AND HANGER WIRE OMITTED FOR CLARITY PANEL END CAP PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.5

7 SEE TABLE 1 ON DRAWING # EXTDBOX2-B1.2 FOR MAX O.C. SPACING REQUIREMENTS, TYPICAL 6" MAX AT CARRIER SPLICE 6" MAX AT CARRIER SPLICE 12 GA HANGER WIRE, WITHIN 3" OF VERTICAL SUPPORT, TYPICAL, NOT BY HUNTER DOUGLAS VERTICAL SUPPORT 1/2" X 1-1/2" 16 GA GALV. CRC OR EQUAL, MAX LENGTH 28", SEE NOTE A ON DRAWING # EXTDBOX2-B1.3 FOR VERTICAL SUPPORT REQUIREMENTS 12 GA HANGER WIRE, WITHIN 3" OF VERTICAL SUPPORT, TYPICAL, NOT BY HUNTER DOUGLAS 6" MAX AT CARRIER SPLICE, TYPICAL UNIVERSAL CARRIER SPLICE UNIVERSAL CARRIER SPLICE SECTION SNAP SPLICE TABS INTO IF THE DESIRED CARRIER LENGTH EXCEEDS THE MAXIMUM OF 16'-0", USE A SPLICE TO CONNECT THE FACTORY CARRIER ENDS. THE TABS OF THE SPLICE SNAP INTO THE HOLES IN THE CARRIER AND ADDITIONAL FIXING IS NOT NECESSARY. THE MODULE IS CONTINUED AUTOMATICALLY. SECTION SCALE: FULL (1:1) SPLICE PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.6

8 FIELD MITER TRIMS AT CORNERS FIELD CUT SIDE FOR WIDTH FIELD CUT SIDE BEYOND FIELD CUT ENDS FOR LENGTH AS REQUIRED, TYPICAL 1" WALL ANGLE HOLD DOWN 2" SECTION SCALE: 6" = 1'-0" 1" 1" WALL ANGLE TO SECURE FIELD CUT PANEL SIDE. 1" x 2" WALL ANGLE 0.025" ALUMINUM MATERIAL & FINISH TO MATCH, TYPICAL 12'-0" WALL ANGLE TRIM PART LENGTH 2" WALL ANGLE TRIM 1" *VERTICAL SUPPORTS AND HANGER WIRE OMITTED FOR CLARITY WALL ANGLE TRIM PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.7

9 2 1 4 " BEYOND " FIELD CUT DEEP BOX 2 PANEL END " NOM. FIELD NOTCH TRIM AS REQUIRED FOR HANGER WIRE 1" WALL ANGLE HOLD DOWN " NOM. SECTION SCALE: 6" = 1'-0" 1" FIELD CUT SIDE SECTION SCALE: 6" = 1'-0" 1" DOUBLE-SIDED ADHESIVE TO SECURE 1" WALL ANGLE OR USE POP-RIVET " J-TRIM RESTS AGAINST WALL 2-5/8" J-TRIM* 0.025" ALUMINUM MATERIAL & FINISH TO MATCH, TYPICAL *TRIM WRAPS PANEL & CARRIER 10'-0" 2-5/8" J-TRIM PART LENGTH *SOME HANGER WIRE IS OMITTED FOR CLARITY " FLOATING 'J' TRIM PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.8

10 INTERRUPT CARRIER AT FIXTURE LOCATION, TYPICAL 48" FIXTURE LENGTH EXAMPLE FULL 2-27/32" MAX CLEAR OPENING FOR SINGLE PANEL INTERRUPTION. 4-27/32" MAX CLEAR OPENING FOR DOUBLE PANEL INTERRUPTION. FIELD CUT TYPICAL ISOMETRIC SCALE: NOT TO SCALE 48" FIXTURE LENGTH EXAMPLE SEE DETAIL # EXTDBOX2-B1.2 FOR EXTERIOR SPACING REQUIREMENTS TOP VIEW SCALE: NOT TO SCALE SEE DETAIL # EXTDBOX-B1.2 FOR EXTERIOR SPACING REQUIREMENTS 2-27/32" MAX CLEAR OPENING FOR SINGLE PANEL INTERRUPTION 12 GA HANGER WIRE AND VERTICAL SUPPORTS, BY OTHERS, TYPICAL 6" MAX, TYPICAL LIGHT FIXTURE INDEPENDENTLY SUPPORTED IN ACCORDANCE WITH LOCAL BUILDING CODES & LIGHT FIXTURE MANUFACTURER'S INSTRUCTIONS 2" X 48" RECESSED FLUORESCENT FIXTURE EXAMPLE WITH FLANGE 12 GA HANGER WIRE AND VERTICAL SUPPORT, BY OTHERS, TYPICAL LIGHT FIXTURE INDEPENDENTLY SUPPORTED IN ACCORDANCE WITH LOCAL BUILDING CODES & LIGHT FIXTURE MANUFACTURER'S INSTRUCTIONS BEYOND 2" X 48" RECESSED FLUORESCENT FIXTURE EXAMPLE WITH FLANGE DEEP BOX 2 PANEL REQUIRED RECESSED CLOSURE * FLANGED FIXTURE RECOMMENDED UNIVERSAL CARRIER SEE DETAIL # EXTDBOX2-B1.2 FOR EXTERIOR SPACING REQUIREMENTS SECTION * " MAX CLEAR OPENING, PANEL EDGE TO PANEL EDGE, FOR SINGLE PANEL INTERRUPTION " MAX CLEAR OPENING, PANEL EDGE TO PANEL EDGE, FOR DOUBLE PANEL INTERRUPTION. SECTION NOTE: FIXTURE WITH TRIM FLANGE NOT BY HUNTER DOUGLAS INTERRUPTED PANEL FOR TYPICAL FIXTURE PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.9

11 FIELD CUT FULL FIXTURE WIDTH VARIABLE FIXTURE WIDTH VARIABLE 6" MAX PANEL OVERHANG 6" MAX PANEL OVERHANG FIXTURE LENGTH VARIABLE FIXTURE LENGTH VARIABLE TYPICAL ISOMETRIC SCALE: NOT TO SCALE TOP VIEW SCALE: NOT TO SCALE UNIVERSAL CARRIER 12 GA HANGER WIRE AND VERTICAL SUPPORT, BY OTHERS, TYPICAL LIGHT FIXTURE INDEPENDENTLY SUPPORTED IN ACCORDANCE WITH LOCAL BUILDING CODES & LIGHT FIXTURE MANUFACTURER'S INSTRUCTIONS FULL 12 GA HANGER WIRE AND VERTICAL SUPPORT, BY OTHERS, TYPICAL 6" MAX, TYPICAL LIGHT FIXTURE INDEPENDENTLY SUPPORTED IN ACCORDANCE WITH LOCAL BUILDING CODES & LIGHT FIXTURE MANUFACTURER'S INSTRUCTIONS 2" X 48" RECESSED FLUORESCENT FIXTURE EXAMPLE WITH FLANGE FLANGED FIXTURE RECOMMENDED 2" X 48" RECESSED FLUORESCENT FIXTURE EXAMPLE WITH FLANGE FULL BEYOND SECTION SEE DETAIL # EXTDBOX-B1.2 FOR EXTERIOR SPACING REQUIREMENTS FLANGED FIXTURE RECOMMENDED FIELD CUT SECTION NOTE: FIXTURE WITH TRIM FLANGE NOT BY HUNTER DOUGLAS FIXTURE WIDTH VARIABLE FIELD CUT PANEL FOR TYPICAL FIXTURE PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.10

12 SPLAYED 12 GA HANGER WIRE, BY OTHERS, TYP. 45 COMPRESSION STRUT E N S W LATERAL BRACING: BRACE WITH HANGER WIRES AND STRUTS PER ASTM E-580 AND IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. (4) #12 GAUGE WIRES SPLAYED 90 FROM EACH OTHER AT ANGLE NOT EXCEEDING 45 FROM PLANE OF CEILING. A STRUT FASTENED TO MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO STRUCTURE ABOVE. SPLAYED WIRE AND STRUT BRACING TO BE PLACED NOT MORE THAN 12 FEET ON CENTER IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. SEISMIC SPECIFICATION PROJECT: LINEAR EXTERIOR DEEP BOX 2 PRODUCT DRAWING NUMBER: DEEP BOX2-B1.11