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Home My WebLink AboutPRODUCT INFORMATION GLASS STORE FRONT120" MAX SEE CURRIES DOOR NOA FOR DOOR RATING AND DETAILS 1 36" 36" 36" MAX MAX MAX A A / 57" /� xB � / FV B / C. C/ EIIIIE 84" 1 v p 57" //// D D 1 0.625" TYP 2" TYP SEE NOTE 2 SEE CURRIES DOOR NOA FOR DOOR -RATING -AND -DETAILS 1 32" 120" 40" 94" MAX / MAX 40" / 2" TYP SEE NOTE 2 2 NOTES FOR CURRIES M-SERIES STEEL STOREFRONT SYSTEM: 1. GLASS PANEL MAY ALSO BE FIXED PANEL, CURRIES MODEL 707,707 CURRIESTAIN OR 747. 2. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GA. "C" CHANNELS (ITEM 10) IF GREATER THAN 3' IN LENGTH. 3. STOREFRONT SYSTEM IS RATED FOR LARGE MISSLE IMPACT, SHUTTERS ARE NOT REQUIRED. 4. SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE COUNTY APPROVED ENTRANCE DOORS BY CURRIES. 5. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE FLORIDA BUILDING CODE, AND FOR WIND LOADS PER ASCE 7. 6. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. 7. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 8. BUILDING WALLS MUST BE DESIGNED TO SUPPORT AND SUSTAIN LOADS DEVELOPED BY THIS STOREFRONT SYSTEM AND TRANSFER THE LOADS.�,�, TO THE BUILDING STRUCTURE. 9. SEE SHEETS 10 AND 11 FOR GLAZING AND PANEL DETAILS. DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQ.UIREMENTJS_REQUIRED_ _ WHERE WATER INFILTRATION REQUIREMENT- IS-NOT--REQUIRED,,-POSITIVE +60 +60 NEGATIVE -60 -60 � I \ l III I� 111 �I - 0.625" TYP i1��1Ir 1U� g1�1('i� "L M ;1 2" TYP i 32" 120" 40" MAX 40" SEE NO- SEE CURRII DOOR RA V� 1p 0.625" TYP B 09-24-04 1 REVISE GLAZING INFORMATION PER DADE CO.REQUEST JLH NK A 08-26-04 ADDED GLASS DETAIL ILMVI NK REV I DATE DESCRIPTION JDR I CKI SC DR: D. MITCHELL CURRIES MASON CITY, IOWA CK: N SCAN: ----- DEC± .031 CURRIES STEEL ANG± .5° STORE FRONT SYSTEM FRAC± 1/32 SH SZ: B SH NOA OF 12 MGM. SCALE: 1:36 DATE: 11-20-03 RD0254 37.33" / 37.33" 120" MAX / 37.33 2 2" TYP --� 36" 36" MAX MAX 1 120" MAX 2 94" MAX 2" TYP SEE NOTE 2 2 SEE NOTE 2 —\ 120" MAX' � 1 3T TVAX 2" TYP ).625" TYI I D2 WHERE WATER INFILTRATION REQUIREMENT IS REQUIRED WHERE WATER INFILTRATION REQUIREMENT lS NOT REQUIRED POSITIVE +60 +60 NEGATIVE -60 -60 36" � 36" MAX MAX 40" 98" MAX 94" MAX TOAX i TAAX Q off iTIEN 2" TYP 20" 1 pppcoved as comps with do Flocids B DAto L O NO miss on By NOTE: 0.625" 1. GLASS PANEL MAY ALSO BE FIXED PANEL, TYP CURRIES MODEL 707,707 CURRIESTAIN OR 747 2. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GA. "C" CHANNELS (ITEM 10) IF GREATER THAN V IN LENGTH. 3. SEE SHEETS 10 AND 11 FOR GLAZING AND PANEL DETAILS. 4. IF THE PRODUCT OF VISIBLE WIDTH AND VISIBLE HEIGHT IS MORE THAN 2769 SQ. IN., USE 0.472" OVERALL THICKNESS LAMINATED GLASS COMPOSED OF TWO LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A 0.097" THICK GLASSLAM SAFETY PLUS II INTERLAYER. REVISE GLAZING B 09-24-04 INFORMATION PER DADE JLH NK CO. REQUEST A 08-26-04 ADDED -GLASS DETAIL LMV NK REV DATE DESCRIPTION IDR I CK SC 0.625" TYP. 2 !O DR: D. MITCHELL CK: NK SCAN: -- TOLERANCE:UNLESS OTHERWISE SPECIFIED D ECt .031 ANG± .5° FRAC± 1/32 SH SZ: B SCALE: 1:32 CURRIES MASON CITY, IOWA CURRIES STEEL STORE FRONT SYSTEM SH NO:2 OF 12 DWG.NO. DATE:11-20-03 RD0254 {- -- - - SEE CURRIES -DOOR NOA FOR— - DOOR RATING AND DETAILS Q 36" 4611 Fir I F*\"� I I 9 1 z 46' Ll -I 211 TYP 0.'625" TYP NEW MAX I MAX . 46" 94" 4AX / 46" 2" TYP --I �- 0.625" T) IN SEE CURRIES DOOR NOA FOR DOOR RATING AND DETAILS 1 36" i 46" 98" 1 1 2" TYP SEE NOTE 2 DESIGN PRESSURE RATING - WHERE WATER INFILTRATION REQUIREMENT -IS REQUIRED WHERE WATER INFILTRATION REQUIREMENT-IS-NOT_REQUIRED - POSITIVE +60 +60 NEGATIVE -60 -60 36" MAX MAX 94" AAX / 2" TYP ---� f --- 0.62.5'TYP J O lO Appi'uY a5 c� V B� 8 � N OAC &C= milko 0 NOTE: 1. GLASS PANEL MAY ALSO BE FIXED PANEL, CURRIES MODEL 707,707 CURRIESTAIN OR 747. 2. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GA. "C" CHANNELS (ITEM 10) IF GREATER THAN 3' IN LENGTH. 3. SEE SHEETS 10 AND 11 FOR GLAZING AND PANEL 1 DETAILS. 4. IF THE PRODUCT OF VISIBLE WIDTH AND VISIBLE HEIGHT IS MORE THAN 2769 SQ. IN., USE 0.472" OVERALL THICKNESS LAMINATED GLASS COMPOSED OF TWO LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A 0.097" THICK GLASSLAM SAFETY PLUS II INTERLAYER. REVISE GLAZING B 09-24-04 INFORMATION PER DADE JLH NK CO. REQUEST A 08-26-04 ADDED GLASS DETAIL LMV NK REV DATE DESCRIPTION IbR I CKI SC DR: D. MITCHELL CURRIESCK: NK SCAN: ----- MASON CITY, IOWA TOLERANCE: UNLESS TITLE OTHERWISE SPECIFlED DECt .031 CURRIES STEEL ANGt .5° STORE FRONT SYSTEM FRACt 1/32 SH SZ: B SH NO:3 OF 12 DWG.NO. SCALE: 1:32 DATE:11-20-03 RD0254 FAM011711UM LVI.AIIUMO SEE CURRIES DOOR NOA FOR 16"MAX DOOR RATING AND DETAILS 2" 611 7 OR 8O 7 o OR 8 � I - �I � � I � � K 20" MAX / I� 12.50" / 1 2" 16" MAX 8 PIPE SPACER ANCHORS: SEE NOTE 2 1.3/8". DIAMETER- LAG BOLTS IN WOOD STUD INSTALLATIONS, 3"-MINIMUM EMBEDMENT REQUIRED. 2.3/8" DIAMETER EXPANSION SHELL ANCHOR BOLTS IN MASONRY WALLS, 2-1/2" MINIMUM EMBEDMENT REQUIRED. SEE SHEETS 7 AND 8 FOR ANCHOR DETAILS. PIPE SPACER REQUIREMENTS FOR FRAME HEAD AND SILL MEMBERS PART LENGTH IN INCHES NUMBER OF ANCHORS 0"-6" 1 7"-20" 2. - 21"-36193 SEE CURRIES DOOR NOA FOR 30" MAX DOOR RATING AND DETAILS 3'" 9 ,. I I 16 MAX / K / I I � II 16" / 2" 16" MAX SEE NO %ZOO .: 2 1 2 MASONRY T ANCHORS MASONRY T-ANCHORS WITH HEAD WELDED ;. BUILDING STRUCTURE. HEAD MAY ALSO BE ANCHORED USING 3/8" DIAMETER EXPANSION SHELL ANCHOR BOLTS OR MASONRY T-ANCHORS IN A MASONRY HEAD. SEE PIPE SPACER ANCHOR ELEVATION ON THIS PAGE FOR EXPANSION SHELL SPACING. T-ANCHOR SPACING IS 16" FROM THE END AND 16" ON CENTER MAXIMUM. SEE SHEETS 5, 6, 7, AND 8 FOR ANCHOR DETAILS. REVISE GLAZING B 09-24-04 INFORMATION PER DADE JLH NK CO. REQUEST A 1 08-26-04 ADDED GLASS DETAIL JLMV NK REV I DATE DESCRIPTION IDR I CKI SC DR: D. MITCHELL CK: NK CURRIES SCAN: ---- MASON CITY, IOWA NOTE: - 1. GLASS PANEL MAY ALSO BE FIXED DOOR PANEL, CURRIES MODEL 707, 707 CURRIEST AIN OR 747 2. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GA. "C" CHANNELS (ITEM 10) IF GREATER THAN 3' IN LENGTH. 3. SEE SHEETS 10 AND 11 FOR GLAZING AND PANEL DETAILS. TOLERANCE: UNLESS TITLE I<Mri�e orrieRwisesPECIFiED DEC± .031 CURRIES STEEL odCow"m ANG± .5° STORE FRONT SYSTEM w Mawt vwm BY FRAC± 1/32 SH SZ: B SH NOA OF 12 DWG.NO. SCALE: 1:30 DATE:11-20-03 RD0254 ANC HGR LOC TIONS FRAME WELDED TO BUILDING STRUCTURE AND SILL ANCHORED TO CONCRETE: SILL ANCHORED USING 3/8" DIAMETER EXPANSION SHELL ANCHOR BOLTS. 3" 30" MAX SEE SHEET 7 FOR PIPE SPACER ANCHOR DETAILS. STEEL SHIMS WELDED 11 LA TO STRUCTURAL C CHANNEL 30" MAX 5" 2" 16" MAX i 1 g NOTES: SEE NOTE 2 c� 1. GLASS PANEL MAY ALSO BE FIXED PANEL, CURRIES MODEL 707,707 CURRIESTAIN OR 747.; 2. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH. 10 GA. "C" CHANNELS (ITEM 10) IF GREATER THAN 3' IN LENGTH. 3. SEE SHEETS 10 AND 11 FOR GLAZING AND PANEL DETAILS. TO SHIM WITH 3/16" WELD, 1" LONG BOTH SIDES OF FRAME 2" X 7" STEEL SHIM PLATE(S), OR TO SUIT FRAME JAMB DEPTH MAXIMUM SHIM SPACE 1/4" PIPE SPACER REQUIREMENTS FOR FRAME SILL MEMBERS PART LENGTH IN INCHES NUMBER OF ANCHORS 0 -6" 1 7"-20" 2 2 "-36" 3 Approved as comPbft vd* d� : � cow NO mkmi plvi�tea 13 B 109-24-04, A 1 08-26-04 REVI DATE DR: D. MITCHELL CK: NK SCAN: ----- DEC± .031 ANG± .5° FRAC± 1/32 SH SZ: B SCALE: 1:16 1.25" GREATER THAN JAMB DEPTH 5.75" TO 12" I� _ TO`SUIT'FRAME" AND SHIM REVISE GLAZING INFORMATION PER DADE JLH NK CO. REQUEST . ADDED GLASS DETAIL LMV NK DESCRIPTION IDR I CK SC CURRIES MASON CITY,.IOWA CURRIES STEEL STORE FRONT SYSTEM SH NO: 5 OF 12 MGM. DATE:11-20-03 RD0254 FRAME WELDED TO BUILDING STRUCTURE 3" -MAX - -8., - - 1 30" MAX 5" f 3" 30" MAX � 8„ _ 8 1 �J NOTES: SEE NOTE 2 1. GLASS PANEL MAY ALSO BE FIXED PANEL, CURRIES MODEL 707,707 CURRIESTAIN OR 1-47. 2. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GA. "C" CHANNELS (ITEM 10) IF GREATER THAN 3' IN LENGTH.. 3. SEE SHEETS 10 AND 11 FOR GLAZING AND PANEL DETAILS. (2-& STEEL SHIMS -WELDED TO STRUCTURAL C CHANNEL TO SHIM WITH 3/16" WELD, 1" LONG BOTH SIDES OF FRAME 2" X 7" STEEL SHIM PLATE(S), OR TO SUIT FRAME JAMB DEPTH MAXIMUM SHIM SPACE 1/4" Approved as complying With *6 Forlds n� Dots 11 O N Mimi - w �r..r. 10 1.25" GREATER THAN JAMB DEPTH - 5.75" TO 12" B K A K REV K SC DR: D. CK: N TO SUIT FRAME AND SHIM REVISE GLAZING 09-24-04 INFORMATION PER DADE JLH N CO. REQUEST 08-26-04 ADDED GLASS DETAIL LMV N DATE DESCRIPTION DR C MITCHELL wo c-, 0? K ----- MASON CITY, IOWA ;UNLESS TITLE: SPECIFIED DEC± .031 CURRIES STEEL ANG± .5° It STORE FRONT SYSTEM FRAC± 1 /32 SH SZ: B SCALE: T716 SH NO: 6 OF 12 1 DWQ.NO. DATE:11-20-03 1 RD0254 3/8" LAG BOLT 11 7 3L O17imr 0 2.: 3/8" EXPANSION SHELL ANCHOR BOLT 2.5" MIN 14 8 4 1 3 5 STEEL SHIM PLATE 6 2 MAXIMUM SHIM SPACE 1/411- SEE NOTE 1 DOW CORNING 995 SILICONE HEAD SECTION MAY HAVE FACE DIMENSION GREATER THAN 2" WHEN GROUTED WITH CONCRETE. 4-- MAX :... 2n DOOR SIDE NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C- CHANNELS (ITEM 10) IF GREATER THAN 3- IN LENGTH. 6�4 2. SEE SHEET 10 AND 11 FOR GLAZING AND PANEL DETAILS. HOLLOW METAL FRAME ANCHORED BY WELDING TO BUILDING STRUCTURE. ` 13 B 09-24-04 ;n&75" MIN A 08-26-04 REVI DATE Approved as compbing witis lM Florida t! dfn CAC j,p[� 1,4 0 WO A Miami• u�iio® DR: D. MITCHELL CK: NK SCAN: --- TOLERANCE UNLESS OTHERWISE SPECIFIED DEC± .031 ANG± .5° FRAC± 1 /32 SH SZ: B SCALE: 1:3 1 REVISE GLAZING INFORMATION PER DADE JLH NK CO.REQUEST ADDED GLASS DETAIL LMV NK DESCRIPTION DR CKI SC CURRIES MASON CITY, IOWA TfR.E: CURRIES STEEL STORE FRONT SYSTEM SH NO: 7 OF 12 DWG.NO. DATE:11-20-03 RD0254 HORIZONTALCROSS-SECTION AND JAMB ANCHORING HOLLOW METAL FRAME ANCHORED BY 3/8" LAG BOLT WELDING TO BUILDING STRUCTURE. - _ STEEL SHIM PLATE 7 11 6 1 4 3 10 5 2 DOW CORNING 995 13 _SII CONE FiL_= = MAXIMUM SHIM 3" MIN CCO 12 SPACE 1/4" 1 F MAXIMUM SHIM SPACE 1/4 „ O T-ANCHOR 14 -9 MAXIMUM SHIM SPACE 1/4" 3/8" EXPANSION SHELL ANCHOR BOLT --� 2.5" MIN I I XIMUM SHIM SPACE 1/4" JAMB SECTION MAY HAVE FACE DIMENSION GREATER THAN 2" WHEN GROUTED WITH CONCRETE. 4" MAX 5.75" MIN DOOR!SIDE 12 14 8 NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF GREATER THAN 3' IN LENGTH. 2. SEE SHEET! 10 AND 11 FOR GLAZING AND PANEL DETAILS. ?'d B 09-24-04 A 08-26-04 REV DATE DR: D. MITCHELL CK: NK SCAN: -- To' PRANCE: OTHERWISE SPECIFIED DEC± .031 ANG± .5° FRAC± 1/32 SH SZ: B SCALE: 1:3 REVISE GLAZING INFORMATION PER DADE JLH NK CO. REQUEST ADDED GLASS DETAIL LMV NK DESCRIPTION DR CKI SC CURRIES MASON CITY, IOWA TITLE: CURRIES STEEL STORE FRONT SYSTEM SH NO: 8 OF-12- DWG.NO. DATE:11-20-03 RD0254 w 1 3/4" LEG OF "C" CHANNELS 10 FULLY WELDED TO FRAME -/ FRAME FACE CONTINUOUSLY N 1 J NOTE: 11. GLASS STOP SCREWS(ITEM 4) TO BE INSTALLED 2" FROA OF THE GLASS STOP(ITEM 3) AND 6" ON CENTER MAXIMUM. 2. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE �7 REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF GREATER THAN 3' IN LENGTH. V � 3. 10 GA. "C" CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER. CONTINUOUSLY WELDED ON BOTH ENDS AT SEAMS !A SEE NOTE 3 10 "C" CHANNEL ni 110.75" PROFILE WIDTH -1/4" B 09-24-04 A 08-26-04 REV DATE DR: D. MITCHELL CK: NK SCAN: ----- TOLERANCE: UNLESS OTHERWISE SPECIFIED DEC± .031 ANG± .5- FRAC± 1/32 S H SZ: B SCALE: 1:4 I �-- -- FRAME HEAD / JAMB / SILL 1� . L-1=-i-ii 1, FRAME HORIZONTAL/ VERTICAL MULLION "G" STYhE PROFILE FRAME "G" STYLE HORIZONTAL/ VERTICAL MULLION 0.625" 4--- SEE NOTE 1 0.625" 3O GLASS STOP REVISE GLAZING INFORMATION PER DADE JLH NK CO. REQUEST ADDED GLASS DETAIL LMV NK DESCRIPTION IDRI CK SC CURRIES MASON CITY, IOWA CURRIES STEEL STORE FRONT SYSTEM SH NO: 9 OF 12_ DWG.NO.. DATE: 11-20-03 1 RD0254 GLAZING_-DETAILSGLAZING 5 0.472" OVERALL THICKNESS 0.472" LAMINATED-GLASS-COMP-OSE-D-OF: ---0.1875'--' -- - TWO PIECES OF 3/16" THICK ANNEALED OR 2 0 097" TEMPERED GLASS WITH A 0.0977 THICK GLASSLAM SAFETY PLUS II 0.625" INTEF" AYER 5 4 FTFI _ 1 1 0.500" 0.625" GLAZING SHIMS 3 AS NEEDED. 3 DOW CORNING 995 SILICONE 0 4 GLASS STOP SCREWS(ITEM 4) LOCATED. 2" FROM END OF THE GLASS STOP(ITEM 3) AND 6" ON CENTER MAXIMUM. GLASSLAM LAMINATED ASSEMBLY MUST AppwwtdW•o> wftd* or BE GLAZED WITH DOW CORNING 1 4 995 SILICONE Na n�mma - uri�m■ er GLAZING LIMITATIONS ANNEALED GLASS ONLY GLAZING LIMITATIONS ANNEALED GLASS ONLY GLAZING LIMITATIONS HEAT STRENGTHENED GLASS ONLY _ IF VISIBLE WIDTH IS VISIBLE HEIGHT ALLOWED IS IF VISIBLE WIDTH IS VISIBLE HEIGHT ALLOWED IS IF VISIBLE WIDTH IS VISIBLE HEIGHT ALLOWED 1S 33.5" 3" - 94" 3" - 94" 3" - 33.5" 3" - 36" 3" - 94" 311 — 34" �7� 311 — 890 t 3" - 89" �7 311 — 34" a7 311 - 94" 311- 36 11 3" - 34.5" 3" - 85" 3" - 85" 3" - 34.5" 3" — 35" 3" — 82" 3" — 82" 3" — 35" 3" - 35.5" 3" - 78" 3" - 78" 3" - 35.5" 3" - 36" 3" - 76" 3" - 76" 3" - 36" i B 09-24-04 REVISE GLAZING INFORMATION PER DADE CO. REQUEST JLH NK A 08-26-04 ADDED GLASS DETAIL LMV NK REV ' DATE DESCRIPTION JDR CKI SC DR: D. MITCHELL CURRIESCK: MASON CITY, IOWA NK SCAN: --- TOLERANCE: UNLESS OTHERWISE SPECIFIED TITLE: CURRIES STEEL STORE FRONT SYSTEM DEC± .031 ANG± .5° FRAC± 1/32 SH SZ: B SH NO:10 OF 12 DWG.NO. I RD0254 SCALE: 1:1 DATE: 11-20-03 R • `; PANEL DETAILS MAX 17 2 1" 94" MAX 18 17 17 18 3" 4"---{----r- 14" MAX MODEL 747 MODEL 707 OR FIXED PANEL MODEL 707 CURRIESTAIN PANEL WELD LOCATIONS FIXED PANEL OR 16 SHOWN SCALE: 1:2 IF THE PANEL OPENING WIDTH OR HEIGHT IS GREATER THAN 36", THE CORRESPONDING PANEL OPENING WIDTH OR HEIGHT MUST BE LESS THAN OR EQUAL TO 36". SEE TABLE BELOW. PANEL LIMITATIONS IF PANEL WIDTH IS PANEL LENGTH ALLOWED IS 3" - 36" 3" - 94" 3" - 94" 311 - 36'~ NOTE: 1. FIXED PANELS CURRIES MODEL 707,707 CURRIESTAIN OR 747. 2. PANEL WELDS SHALL BE 1/4" BY 1/2" LONG AT EACH LOCATION. 3. PANELS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. to "Mae -- 0.828" 7 20 VERTICAL STIFFENER FOR MODEL 747 PANEL 1.656" SCALE:1:2 0.750" I- - goo VJRV-AL N NET PANEL WIDTH 17 END CHANNELS NOTCHED EACH END TO CLEAR VERTICAL CHANNELS REVISE GLAZING B 09-24-04 'INFORMATIONPERDADE JLH NK ' :'CO. REQUEST A 08-26-04 ADDED GLASS DETAIL LMV NK REV DATE DESCRIPTION IDR I CKI SC DR: D. MITCHELL CK: NK CURRIES' SCAN: ---- MASON CITY, IOWA TOLERANCE: UNLESS TITLE: OTHERWISE SPECIFIED DEC± .031 CURRIES STEEL ANG± .5° STORE FRONT SYSTEM FRAC± 1 /32 SH SZ: B SH NO:11 OF 12 DWG - NC) -SCALE: 1:25 DATE: 11-20-03 RD0254 BILL OF MATERIAL ITEM QUANTITY DESCRIPTION 16 GA. " �A (0-09411) MAX INELDEDLFRAME (COLD ROLLED. G GALVANNEALED OR STAINLESS STEEL JAMB DEPTH 5-3/411 MIN,1211 MAX 2 GLASSLAM LAMINATED GLASS ASSEMBLY 3 --- 16 GA 0.05311MIN FRAME GLASS STOP AROUND PERIMETER OF GLASSLAM LAMINATED GLASS 4 #8 X 1-1/2" OVAL HEAD TEK SCREW; TEK SCREW SPACING 2" FROM END OF GLASS STOP AND 6" ON CENTER MAX. 5 AS REQUIRED 1/8" X 1/2" X PERIMETER OF GLASS CLOSED CELL FOAM TAPE 6 AS INDICATED WELDED PIPE SPACER ANCHOR SEE SHEET FOR QUANTITY 7 AS INDICATED 3/8" X 5" FLAT HEAD WOOD SCREWILAG BOLT SEE SHEET 4 FOR QUANTITY; 3" MINIMUM EMBEDMENT REQUIRED 8 AS INDICATED 3/8" X 5" FLAT HEAD EXPANSION SHELL ANCHOR BOLT SEE SHEET 4 FOR QUANTITY, 21/2" MINIMUM EMBEDMENT REQUIRE 9 AS INDICATED 12 GA 0.10411MASONRYT ANCHOR 10 2 10 GA. 0.120" MIN "C" CHANNEL PER FRAME MULLION REQUIRED ON MULLIONS GREATER THAN V IN LENGTH 11 1 WOOD BUCK 12 AS REQUIRED 8" CMU BLOCK FILLED WITH 2O00 PSI MORTAR 13 1 STEEL LINTEL OR STRUCTURAL STEEL BUILDING MEMBER 14 AS REQUIRED POURED CONCRETE 2000 PSI MIN 15 16 GA 0.05311MIN FD(ED MODEL 707 OR 707 CURRIESTAIN TRANSOM OR SIDE PANEL 16 16 GA 0.05311) MIN FIXED MODEL 747 TRANSOM OR SIDE PANEL 17 2 16 GA. 0.05311MIN FD(ED PANEL END CHANNELS PER PANEL 18 2 14 GA. 0.06811) MIN FIXED PANEL SIDE CHANNELS PER PANEL 19 1 1 POUND NOMINAL DENSITY POLYSTYRENE 20 20 GA. 0.03511 MIN VERTICAL STIFFENER FOR MODEL 747 DOOR AVERAGE YIELD STRENGTH: 30,490 PSI AVERAGE TENSILE STRENGTH: 48,580 PSI A 08-26-04 REV - DATE DR: D. MITCHELL CK: NK SCAN: --- TOLERANCE: UNLESS OTHERWISE SPECIFIED DEC± .031 ANG± .5° FRAC± 1/32 SH SZ: B SCALE: NTS REVISE GLAZING INFORMATION PER DADE JLH NK CO. REQUEST ADDED GLASS DETAIL LMV NK DESCRIPTION DR-1CK SC CURRIES MASON CITY, IOWA CURRIES STEEL STORE FRONT SYSTEM SH NO: 12 OF 121 DWG.ND. DATE: 11-20-03 1 RD0254