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CC-06-2912REPAIR DAMAGED FRONT WALL DUE TO ACCIDENT FEB 2 2 2007 Passed �'Y 0 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can e scheduled re- inspection fee is paid . until Inspection Date: 02/22/200 Inspector: Grande, Claudi Owner: , BARRY UNIVERSITY Job Address: Project: Contractor: 11300 2 Av Miami Sho Wednesday, February 21 nue NE s Villa ' e, FL 33138- BARRY UN VERSITY MEDICAL SCIENCE Building Department Conments 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Commercial Construction Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1121360010160 Block: 1 Lot: 2 Page 1 of 1 • ••• • ••• ••• ; ._ . : • • ••• • • • •• dENERAL WINDOW SECTIONS •••': • • • •• • • • • • •• •• :. •• • , • • • •I'• • e • ••• • • • • • • • • • • • • • •;• ••• • _SNUBBER AT IMPACT WINDOWS ONLY • • • •• •• • • • • •:• • • • ••• • • • • . • • • • • •• • .• •• VENT WIDTH WINDOW WIDTH EXTERIOR D.L. OPG. • • • a- a INSTRUCTIONS FOR USING THESE CHARTS: STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW. STEP 2 OBTAIN CAPACITY OF WINDOW/GLASS TYPE FROM APPROPRIATE CHARTS. A) SHEET 3 & 3A FOR IMPACT RESISTANT. B) SHEET 4 FOR NON- IMPACT RESISTANT. STEP 3 SELECT INSTAUATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 AND CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REQUIRED PRESSURES. FOR GLASS TYPES, REFER TO SHEETS 3, 3A AND 4. D.L. OPG. 2 1■<2' VENT WIDTH WINDOW WIDTH 1' WW -7" r 17" MAX. 24" MAX. TYP. AT SHORTER SIDES WINDOW WIDTH VENT WIDTH WW -2" D.L. OPG. TYPICAL ELEVATION Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 SEP 2 8 2001 AT HEAD /SILL CORNERS 0 N 03 FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6" MAX. TYP. 0 SURFACE APPLIED FALSE MUNTINS OPTIONAL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY E ovp.M� � lip PR ODUCT CONTI101. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 110, 0 /-/0(4.01 Z 03 g Of C w g la N a 4 U a v � z a o •(Qi C�Oo N 26 A R S c O z 8 2 N a W •••••t — 0 l 8 8 0 a V 0 II drawing no. W98 -100 (sheet 1 of 6 VENT CORNER FRAME CORNER 2.625 2425 CORNER KEY .060 THICK ST. STEEL 1R FOR NON-IMPACT WONDOWS WITH 3/16' ANN. GLASS ONLY 2 5/8' CORNER KEY .062 THICK ALUMINUM 1.000 1.307 2.075 .080 TYP, GLAZING STOP 2.215 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMAKES 1 CGI -373 4 FRAME 6063 -T6 INDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16' LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 2A CGI -374 4 VENT (3/16' & 1/4' GLASS) 6063 -T6 INDALEX OR EQUIV. 2B - 4 VENT (3/4' INSUL. GLASS) 6063 -T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16' LAN. GLASS) 6063 -T6 INDALEX OR EQUIV. 3 CGI -375 4 GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST, STEEL - 6 AP -425 AS READ, FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0200 X190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q -LON 8 35 -10 -00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W (6) 418 X 3/8' SS SMS 9 24 -13-00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED V/ (2) *8 X 3/8' SMS 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED V/ (2) 4110 X 3/8' SS SMS *10A 21087 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL TRUTH, ATTACHED W/ (2) *10 X 3/8' SS SHE 11 23 -20-00 -101 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED W/ (2) 418 X 3/8' SS SMS 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) 418 X 3/8' SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 4110 X 1 -1/4' SS SMS SEP 2 8 2001 1.875 VENT (5/16" LAM. GLASS) 1.875 1.875 r 1.757 .090 TYP. 1,072 1.757 I -- 1,624 ---1 X 72 0 1.438 VENT (3/16" & 1/4" GLASS) VENT (3/4" INSUL. GLASS) 1.875 1.757 —1 b-- 1.347 --d VENT (7/16" LAM. GLASS) APPROVED AS COMPLYING WITH TUE SOUTH FLORIDA BUILDING CODE BY�� ?J � tOG 4 FRODUCT CONTROL DIYISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0l- /GOL• 03 drawing no. W98 -100 (sheet 2 of 6 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 8 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' . GLASS TYPE '3' . GLASS TYPE '6' WINDOW DIMS. . GLASS TYPE '2' . GLASS TYPE '3' . GLASS TYPE '8' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 167.0 110.0 167.0 110.0 210.0 20" 24" 28" 30" 32" 36" 80 " 98.8 98.8 110.0 167.0 110.0 192.6 110.0 145.5 110.0 167.0 110.0 210.0 85.8 85.8 110.0 120.0 110.0 120.0 110.0 113.9 110.0 167.0 110.0 210.0 66.9 66.9 110.0 120.0 110.0 120.0 104.3 104.3 110.0 167.0 110.0 210.0 59.8 59.8 110.0 120.0 110.0 120.0 95.8 95.8 110.0 187.0 110.0 210.0 54.0 54.0 110.0 120.0 110.0 120.0 82.5 82.5 110.0 167.0 110.0 210.0 46.6 46.6 102.7 102.7 110.0 120.0 72.2 72.2 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32 66" 88.7 86.7 110.0 167.0 110.0 169.0 67.7 67.7 110.0 120.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 154.4 110.0 167.0 110.0 210.0 64.2 64.2 110.0 120.0 110.0 120.0 110.0 127.2 110.0 167.0 110.0 210.0 57.8 57.8 110.0 118.2 110.0 118.2 95.8 95.8 110.0 167.0 110.0 210.0 49.6 49.6 110.0 112.2 110.0 112.2 86.7 88.7 110.0 167.0 110.0 210.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 110.0 120.0 56.1 56.1 109.3 109.3 109.3 109.3 67.7 67.7 110.0 120.0 110.0 120.0 48.9 48.9 95.3 95.3 95.3 95.3 60.2 60.2 110.0 120.0 110.0 120.0 46.0 46.0 89.8 89.8 89.8 89.8 57.2 57.2 110.0 120.0 110.0 120.0 43.6 43.6 85.0 85.0 85.0 85.0 20" 24" 28" 30" 32" 36" 40" 42" R 110.0 130.0 110.0 167.0 110.0 210.0 20" 24" 28" 78" 52.0 52.0 101.3 101.3 101.3 101.3 110.0 111.2 110.0 167.0 110.0 210.0 43.8 43.8 85.4 85.4 85.4 85.4 82.9 82.9 110.0 120.0 110.0 120.0 38.1 38.1 74.3 74.3 74.3 74.3 74.5 74.5 110.0 120.0 110.0 120.0 20" 24" 84" 41.5 41.5 80.8 80.8 80.8 80.8 67.8 67.8 110.0 120.0 110.0 120.0 34.9 34.9 68.0 68.0 68.0 68.0 58.5 58.5 110.0 120.0 110.0 120.0 19 -1 /8" 26 •1/2" 37" 26 110.0 167.0 110.0 167.0 110.0 210.0 52.9 52.9 110.0 113.4 110.0 120.0 110.0 167.0 110.0 167.0 110.0 210.0 50.5 50.5 106.4 106.4 110.0 120.0 110.0 123.0 110.0 167.0 110.0 210.0 20" 24" 28" 30" 32" 36" 40" 42" 54" 110.0 112.3 110.0 167.0 110.0 210.0 19 -1 /8" 26 -1/2" 37" 38 -3/8" 110.0 167.0 110.0 167.0 110.0 210.0 98.0 98.0 110.0 167.0 110.0 191.1 110.0 114.2 110.0 167.0 110.0 210.0 73.9 73.9 110.0 120.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 66.0 66.0 110.0 120.0 110.0 120.0 19 -1 /8" 26 -1 /2" 37" 50 -5/8" 110.0 125.8 100.0 167.0 110.0 210.0 59.5 59.5 110.0 120.0 110.0 120.0 88.1 88.1 110.0 120.0 110.0 120.0 52.0 52.0 110.0 115.1 110.0 120.0 54.2 54.2 110.0 117.7 110.0 120.0 47.3 47.3 98.6 98.6 110.0 120.0 19 -1/8" 26 - 1/2" 37" 63" 96.7 96.7 110.0 167.0 110.0 188.5 45.2 45.2 92.6 92.6 110.0 120.0 74.8 74.8 110.0 120.0 110.0 120.0 42.8 42.8 93.1 93.1 110.0 117.0 19-1/8" 26-1/2" 74-1/4" 63.0 63.0 110.0 120.0 110.0 120.0 46.6 46.6 90.9 90.9 90.9 90.9 . ••• :. • 1/8" ANN. GLl+6S• : : : • • • • `16" ANN. GLASS .090 INTERt,AYER: • 9 • • • .090 INTERLAYER SAFLEX PVB SAFLEX PVB • •• 1 % " ANN. GLASS• ; • • .. • • . : • • ' . • • • 1/ 11 lop •Ilicurit„ • 4.14j • • • 5/16" NOMINAL GLASS TYPE '2' 7/18" NOMINAL GLASS TYPE '3' 3/16" ANN. GLASS GE -1200 SILICONE 3/16" HEAT STREN'D GLASS .090 INTERLAYER SAFLEX PVB 7/18" NOMINAL GLASS TYPE '6' 3/16" HEAT STREN'D GLASS GE -1200 SILICONE Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA ODIUM CODE DATE . j:, ?Z 2 d B PROD CONTROL. DRIED BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 loot .03 Z h 0 q zE m O° pia N N po 0 a a � L O g of z o) Z a J. Q N p r p �N N ww'" 1 Z M _ v z 8 a SI g U O g „,„ z `c M ON r nA rn g ONmO 43 5 v .o Q1 o O 8 drawing no. W98 -100 (sheet 3 of 6 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE `2A' GLASS TYPE '34%.' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE `3A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( •) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 190.0 110.0 210.0 20" 24" 28" 30" 32" 36" 60 " 98.8 98.8 110.0 192.6 110.0 161.9 110.0 210.0 85.8 85.8 110.0 120.0 110.0 129.8 110.0 210.0 76.3 76.3 110.0 120.0 110.0 118.9 110.0 210.0 68.1 68.1 110.0 120.0 109.2 109.2 110.0 210.0 61.6 61.6 110.0 120.0 94.0 94.0 110.0 210.0 53.2 53.2 110.0 120.0 82.3 82.3 110.0 1203 20" 24" 28" 30" 32" 66" 86.7 86.7 110.0 169.0 77.2 77.2 110.0 120.0 73.4 73.4 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42 " 110.0 154.4 110.0 210.0 64.2 64.2 110.0 120.0 110.0 137.2 110.0 210.0 60.6 60.6 110.0 118.2 109.3 109.3 110.0 210.0 56.6 56.6 110.0 112.2 98.8 98.8 110.0 210.0 20" 24" 28 30" 32" 72" 66.4 66.4 110.0 120.0 90.5 90.5 110.0 120.0 56.1 58.1 109.3 109.3 77.2 77.2 110.0 120.0 48.9 48.9 95.3 95.3 68.7 68.7 110.0 120.0 46.0 46.0 89.8 89.8 65.2 65.2 110.0 120.0 43.6 43.6 85.0 85.0 20" 24" 28" 30" 32" 36" 40" 42" 48 " 110.0 130.0 110.0 210.0 20" 24" 28" 78" 52.0 52.0 101.3 101.3 110.0 114.3 110.0 210.0 43.8 43.8 85.4 85.4 94.5 94.5 110.0 120.0 38.1 38.1 74.3 74.3 85.0 85.0 110.0 120.0 20" 24" " 41.5 41.5 80.8 80.8 77.3 77.3 110.0 120.0 34.9 34.9 68.0 68.0 66.7 66.7 110.0 120.0 19 -1/8" 28 -1/2" 37" 26" 110.0 190.0 110.0 210.0 60.4 60.4 110.0 120.0 110.0 190.0 110.0 210.0 57.5 57.5 110.0 120.0 110.0 140.2 110.0 210.0 20" 24" 28" 30" 32" 36" 40 42" 54 " 110.0 112.3 110.0 210.0 19 -1/8" 26 -1/2" 37" 38 -3/8" 110.0 179.3 110.0 210.0 98.0 98.0 110.0 191.1 110.0 130.2 110.0 210.0 84.2 84.2 110.0 120.0 83.7 83.7 110.0 120.0 75.2 75.2 110.0 120.0 19 -1/8" 26 -1/2" 37" 50 -5/8" 110.0 125.8 110.0 210.0 67.9 67.9 110.0 120.0 99.7 99.7 110.0 120.0 59.3 59.3 110.0 120.0 61.8 61.8 110.0 120.0 54.0 54.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 63" 96.7 96.7 110.0 188.5 51.6 51.6 110.0 120.0 74.9 74.9 110.0 120.0 48.8 48.8 110.0 117.0 19 -1/8" 26-1/2" 74 -1/4" 63.0 63.0 110.0 120.0 46.6 46.6 90.9 90.9 . ••• • . . ••• • •• •• • 6 118" ?IMF:tgAgS - ••. • • • • 178 6• ANN. GLASS .090 INTERLAYER •• SAFLEX PAID • • • :/1" M3S • • •. • • • • • ••• ' 3/4" INSULATED GLASS TYPE '2A' E -1200 141111E • 1/8" TEMP. GLASS 1/8" TEMP. GLASS .090 INTERLAYER SAFLEX PV6 3/4" INSULATED GLASS TYPE '3A' 1/8" TEMP. GLASS GE -1200 ILICONE Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITh THE SOUTH FLORIDA BUILDING CODE DATE j ti r Z 2 200119 BY / `. PRO' „- CT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICI ACCEPTANCE ELL p Z 0 a Z p N cc H r N a 0 M a4 Q Et N N ce z ¢ o0 0 N �o z 8 2 M N fN c 0 . 0 6 Ei 0 1. 8 1 1 i Z J 2 cc 8 I a ,s, gN 0_0 gz 8°,22 0 d rawing no. W98 -100 sheet 3A of 6) PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS P PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS WINDOW DIMS. G GLASS TYPE '4' G GLASS TYPE '4A' G GLASS TYPE '5' & '5A' W WINDOW DIMS. G GLASS TYPE '4' G GLASS TYPE '4A' G GLASS TYPE '5' & '5A' WIDTH H HEIGHT E EXT. ( +) 1 1 NT. ( -) E EXT. ( +) 1 1 NT. ( -) E EXT. ( +) 1 1 NT. ( -) W WIDTH H HEIGHT E EXT. ( +) 1 1 NT. ( -) E EXT. ( +) 1 1 NT. ( -) E EXT. ( +) 1 1 NT. ( -) 20" 1 36" 1 110.0 1 167.0 1 110.0 1 190.0 1 110.0 2 210.0 2 20" 9 fi0" 7 98.8 9 98.8 9 98.8 9 98.8 1 110.0 1 192.6 110.0 1 161.9 1 110.0 1 161.9 1 110.0 2 210.0 2 85.8 8 85.8 8 85.8 8 85.8 1 110.0 1 167.2 110.0 1 138.8 1 110.0 1 138.8 1 110.0 2 210.0 2 76.7 7 76.7 7 76.7 7 76.7 1 110.0 1 149.6 110.0 1 127.6 1 110.0 1 129.5 1 110.0 2 210.0 3 73.0 . .3.0 7 73.2 7 73.2 1 110.0 1 142.7 110.0 1 117.4 1 110.0 1 121.4 1 110.0 2 210.0. 3 68.2 3 36.2 7 70.2 7 70.2 1 110.0 1 136.8 100.6 1 100.6 1 110.0 1 107.9 1 110.0 2 210.0 3 57.7 5 57.7 6 65.3 6 64.8 1 110.0 1 126.3 88.6 : 8 88.6 1 110.0 9 97.1 1 110.0 1 189.4 2 20" 8 66" 6 86.7 1 1'6.7 8 86.7 8 86.7 1 110.0 1 169.0 83.9 8 83.9 1 110.0 9 92.5 1 110.0 1 180.4 2 73.4 7 73.4 7 73.4 7 73.4 1 110.0 1 143.2 20" 1 42 „ 1 110.0 1 154.4 1 110.0 1 154.4 1 110.0 2 210.0 2 64.2 6 64.2 6 64.2 6 64.2 1 110.0 1 125.2 110.0 1 137.2 1 110.0 1 137.2 1 110.0 2 210.0 3 60.6 6 60.6 6 60.6 6 60.6 1 110.0 1 118.2 110.0 1 117.0 1 110.0 1 118.9 1 110.0 2 210.0 3 57.5 . 5 57.5 5 57.5 5 57.5 1 110.0 1 112.2 105.8 1 105.8 1 110.0 1 111.0 1 110.0 2 210.0 2 20" 6 72" 4 66.4 6 66.4 6 66.4 6 66.4 1 110.0 1 129.4 96.5 9 96.5 1 110.0 1 104.1 1 110.0 2 202.9 2 56.1 5 56.1 5 56.1 5 56.1 1 109.3 1 109.3 83.9 8 83.9 1 110.0 9 92.5 1 110.0 1 180.4 2 48.9 4 48.9 4 48.9 4 48.9 9 95.3 9 95.3 75.5 7 75.5 1 109.4 8 83.3 1 110.0 1 162.3 3 46.0 4 46.0 4 46.0 4 46.0 8 89.8 8 89.8 72.1 7 72.1 1 106.0 79.3 1 110.0 1 154.6 3 43.6 4 43.6 4 43.6 4 43.6 8 85.0 8 85.0 20" T T 110.0 1 130.0 1 110.0 1 130.0 1 110.0 2 210.0 2 20" 5 78" 4 52.0 5 52.0 5 52.0 5 52.0 1 101.3 1 101.3 110.0 1 114.3 1 110.0 1 114.3 1 110.0 2 210.0 2 43.8 4 43.8 4 43.8 4 43.8 8 85.4 8 85.4 100.2 1 100.2 1 103.8 1 103.8 1 110.0 2 202.4 2 38.1 3 38.1 3 38.1 3 38.1 7 74.3 7 74.3 90.7 9 90.7 9 99.8 9 97.1 1 110.0 1 189.4 2 20" 8 8 " 4 41.5 4 41.5 4 41.5 4 41.5 8 80.8 8 80.8 83.3 8 83.3 9 96.5 9 91.1 1 110.0 1 177.6 2 34.9 3 34.9 3 34.9 3 34.9 6 68.0 6 68.0 73.4 7 73.4 9 91.5 8 80.9 1 110.0 1 157.8 1 19 -1/8" 1 26" 1 110.0 1 167.0 1 110.0 2 210.0 1 110.0 2 210.0 66.6 6 66.6 8 88.2 7 72.8 1 110.0 1 142.0 2 110.0 1 167.0 1 110.0 2 203.0 1 110.0 2 210.0 63.8 6 63.8 8 87.1 6 69.4 1 110.0 1 135.3 3 110.0 1 145.4 1 110.0 1 145.4 1 110.0 2 210.0 20" a a 110.0 1 112.3 1 110.0 1 112.3 1 110.0 2 210.0 1 19 -1/8" 1 38 -3/8" 1 110.0 1 167.0 1 110.0 1 179.3 1 110.0 2 210.0 98.0 9 98:0 9 98.0 9 98.0 1 110.0 1 191.1 2 110.0 1 137.5 1 110.0 1 137.5 1 110.0 2 210.0 88.2 8 88.2 8 88.2 8 88.2 1 110.0 1 172.0 3 89.9 8 89.9 1 110.0 9 98.5 1 110.0 1 192.1 80.2 8 80.2 8 84.4 8 84.4 1 110.0 1 164.7 1 19 -1/8" 1 50 -5/8" 9 110.0 1 125.8 1 110.0 1 125.8 1 110.0 2 210.0 73.8 7 73.8 8 81.2 8 80.9 1 110.0 1 157.8 2 99.7 9 99.7 9 99.7 9 99.7 1 110.0 1 194.5 64.6 6 64.8 7 76.2 7 71.9 1 110.0 1 140.3 3 67.8 6 67.8 8 83.1 7 74.7 1 110.0 1 145.6 59.5 5 59.5 7 72.6 6 64.8 1 110.0 1 126.3 1 19 -1/8" 9 63" 7 96.7 9 96.7 9 96.7 9 96.7 1 110.0 1 188.5 57.3 5 57.3 7 71.3 8 81.7 1 110.0 1 120.3 2 74.9 7 74.9 7 74.9 7 74.9 1 110.0 1 146.1 • 1 53.6 5 53.6 _ 6 60.0 6 60.0 1 110.0 1 117.0 19-1/8" 7 74-1/4" 6 63.0 6 63.0 6 63,0 8 83.0 1 110.0 1 122.9 46.6 4 46.6 4 46.6 4 46.6 9 90.9 9 90.9 • •• •• : • • • • EXTRUDED GLA'1IIJG TEAL OPTIONAL ' 1/4" ANN. - o: • •• • • • .SILI L vp • • • N "4i 1/4" NOMINAL GLASS TYPE '4' • • • •• • • • . • • • • ._ J. GLASS 3/16" ANN. GLASS • • • • • • • • • •• • • GE -1000 SILICONE 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE '4A' ROLL FORMED GLAZING DEAD 3/16" TEMP. GLASS 3/16" TEMP. GLASS 3/16" TEMP. GLASS 3/16" NOMINAL GLASS TYPE '5' GE -1000 GE -1000 SILICONE SILICONE 3/4" OVERALL INSUL. TEMP. ALT. GLASS TYPE '5A' n9r. D . HIJ�'AY N AP APPROVED AS COMPLYING WITH THE au STRUCTURES 57 SOUTH FLORIDA BUILDING CODE D A T E NM m e " n 2401 19 ID -17. -- [� 1 ODUCT CONTROL DIYI S191r BUILDING CODE COMPLIANCE OWE ACCEPTANCE NO. 0 I0 61. 0 3 z a. 0 a: U C c '' o Z = (00 0 cc. rn 0 3 ._.i 'n ON N 0 • 0 -. 0 v 0 A 0 r S 9. 4 1 c drawing no. W98 -100 (sheet 4 of 6 SERIES-238 ALUMINUM CASEMENT • •• • •: • :. • . • • • . . . • • 3/16' OR 4/4' • •�: '•• •• ••• ••• SEALANT •• • : • • .. ••• • • • •. • • 1/4' DIA. TAPCONS 1 -1/2' MIN. WOOD PENETRATION SEALANT • •;• .'• •••: : • • • • • INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 INSTALLATION TYPE '1' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD v ° v v , •a • INSTALLATION TYPE '3' • • • •• • • • ••• •• d ° BUCK INSTALLATION BY OTHERS TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1 3/8' 2 1 /8' d WOOD BUCK TYPE '1' MA1TR AL: PRESSURE TREATED 1 3/8' WOOD BUCK TYPE '3' MATERIAL. PRESSURE TREATED 3/16' OR 1/4' TAPCON SEALANT 1/4' DIA. TAPCONS 1 -1/2' MIN. WOOD PENETRATION WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INSTALLATION TYPE '2' TYPICAL INSTALLATION DETAIL. ON ALL FOUR SIDES /USING WOOD ° a . .. 4 o ' ° BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' N TYPICAL INSTALLATION DETAIL. ON ALL FOUR SIDES /USING WOOD 2 1/8' MIN. WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED 2 1/8' MIN. WOOD BUCK TYPE '4' MATERIAL PRESSURE TREATED • Engn OR. HU MOM RA PE # 16557 SEP 2 8 2001 *10 SMS ATTACHMENT TO APPROVED MULLION$ APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE WWdwal tr LL doe 9 BYC4.4,G/ PRODUCT CONTROL DIVISI BUILDING CODE COMPLIANCE ORRCE ACCEPTANCE HO. 01- /oat. of z z 0 A I ( if; 0 • a. U 0 a a .0 0 0 R A ea s • drawing no. W98 -100 sheet 5 of 6 PERFORMANCE Fdg INITALAAT Ambits 'PY1C'A" B' REFER TO SHEET 5 FOR & OF OR 'C' DETAILS • • • WINDOW DIMS • • • • I BM ' : ::• „ VIC11OR 1 ' C ' WIDTH NEIGH 20" 24" 28" 30" 32" 36" 40" 42" • 6 " • 36" •• • 1364 - • 46 '2 10.0 210.0 210.0 198 0 • • •.21E10 e s. • 210.0 te • 118:x • ::.203 i • : 210.0 • • 1139:6 • 210.0 148.5 177.8 207.0 132.0 158.0 184.0 113.1 135.4 157.7 105.6 126.4 147.2 20" 24" 28" 30" . 32" 3 6" J" 2" 42 " 190.1 210.0 210.0 158.4 189.6 210.0 135.8 162.5 189.3 126.7 151.7 176.6 118.8 142.2 165.6 105.6 126.4 147.2 95.0 113.8 132.5 90.5 108.3 126.2 J" 4" 9" 0" 2" 36" 40" 42" iv 210.0 210.0 210.0 198.0 210.0 210.0 169.7 203.1 210.0 158.4 189.8 210.0 148.5 177.8 207.0 132.0 158.0 184.0 118.8 142.2 165.6 113.1 135.4 157.7 20" 24" 28" 30" 32" 36" 40" 42" 54" 203.7 210.0 210.0 169.7 203.1 210.0 145.5 174.1 202.8 135.8 162.5 189.3 127.3 152.4 177.4 113.1 135.4 157.7 - 101.8 121.9 141.9 97.0 116.1 135.2 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR 'A' ANCHOR 'B' ANCHOR 'C' WIDTH HEIGHT 20" 24" 28" 30" 32" 36" 60" 178.2 210.0 210.0 148.5 177.8 207.0 127.3 152.4 177.4 118.8 142.2 165.6 111.4 133.3 155.3 99.0 118.5 138.0 20 " 24 28" 30" 32" 66" 210.0 210.0 210.0 176.0 210.0 210.0 150.9 180.6 210.0 140.8 168.5 196.3 132.0 158.0 184.0 . 20" 24" 28" 30" 32" 72" 190.1 210.0 210.0 158.4 189.6 210.0 135.8 162.5 189.3 126.7 151.7 176.6 118.8 142.2 165.6 20" 24" 28" - 78" 172.8 206.8 210.0 144.0 172.4 200.7 123.4 147.4 172.1 20" 24" 84 " 198.0 210.0 210.0 165.0 197.5 • 210.0 19 -1/8" 26-1/2" 37" 26" 210.0 210.0 210.0 210.0 210.0 210.0 175.5 210.0 210.0 19 -1/8" 26 -1/2" 37" 38 -3/8" 210.0 210.0 210.0 163.2 195.3 210.0 116.9 139.9 164.7 19 -1/8" 26-1/2" 37" 50 - 5/8" 210.0 210.0 210.0 167.1 200.1 210.0 119.7 143.3 168.7 19 -1/8" 26 - 1 /2" 37" 63" 175.4 209.9 210.0 126.6 151.5 178.4 90.7 108.5 127.7 19 -1/8" /2" " 74-1/4" 191.6 210.0 _ 210.0 138.3 165.5 194.8 • ••• ••• • :• •• • • • • ANCHORS: AT 6" FROM CORNERS AND 17" 0.C. MAX. SPACING. TYPE `A'= 3/16" TAPCONS THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. MASONRY EMBED 3/16" SELF DRILLING (TEKS) SCREWS INTO METAL STRUCTURES TYPE `B'= 1/4" TAPCONS INTO 2BY BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. WOOD EMBEDMENT TYPE 'C'= 1/4" TAPCON5 THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. MASONRY EMBED #10 SMS INTO DADE COUNTY APPROVED MULLIONS 414 SMS INTO METAL STRUCTURES TAPCONS AS MANUFACTURED BY ELCO. Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE >11 18857 SEP282001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 44w, 4& r tom Z 2Q0I19 BY P ODUCT CONTROL DIVISI BUILDING CODE COMPLIANCE OFRCE ACCEPTANCE 110.0/-1003.03 rt3' c > 3 8 z ~E z M N w W 0 4) a 8 U Z g LIJ fE z O EM 0 rn Z � 8P30 .o 0 .o c a 0 N 8 Q drawing no. W98 -100 (sheet 6 of 6 Value of Work For this Permit $ Submittal Fee $ Miami Shores Village 4 d oo, Building Department 1.6 I ''` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING NMOECEIMI Permit No.CC -Cr7 Z1 la PERMIT APPLICATIOM DEC 0 4 20 Master Permit No. FBC 2004 Q BY: Permit Type (circle): wilding Electrical "'Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) c V -°1 va �1:, Phone # a:15 --V ° 319 1 Owner's Address 1 \ 3O C1 v- `i [It IA-9 a � ' /' �/ �� City State L . Zip 3 ill, 1 Tenant/Lessee Name Phone # Contractor's Address '4R'1 (o. City State V Zip 33 i Lo Job Address (where the work is being done) 1 3 (15) City Miami Shores Village County Miami -Dade Zip 21 In I FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name � a � � Q�� .�.��c��. Phone # �S ` — P ] Qualifier Name ( - IN d Csw `1lu1/4.1 _,_Q Phone # State Certificate or Registration No. APINIMPOP Certificate of Competency No. Architect/Engineer's Name (if applicable) Nb # Square / Linear Footage Of Work: 1 ' a L IS Type of Work: ❑Addition ['Alteration ['New • Repair/Replace ❑ Demolition Describe Work: . r cm bu..',. Q4, r t -- A m.o q. - "`50c , ' ,.'�� *fie"' c� Fes.''. i r .... _,aL U i" c � c0 CCF$ Ia 2.0 Permit Fee $ Notary $ Training/Education Fee $ i ` V Technology Fee $ c Scanning $ -— Radon $ Bond $ Code Enforcement $ Structural Review. $ 4 d DPBR $ Double Fee $ UUAN 2 9 P CO /CC Zoning $ Total Fee Now Due $ • • 3 5 Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue' In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) ./V:Z /2 /5 /t' Cfatci' Plans Examiner Engineer Zoning NOTARY PUBLIC: 7 1V11a1111 31101 v lllage BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Address 11300 NE 2nd Avenue Is Building Historically Designated YES Contractor's Address 8897 SW 129th Terrace Building Department 1050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Barry University Phone # 305- 899 -3791 City Miami Shores State FL Zip _33161 Tenant/Lessee Name Phone # Job Address (where the work is being done) 11300 NE 2nd Avneue City Miami Shores Village County Miami -Dade Zip 33161 NO x Contractor's Company Name _Summers Professional Services Phone # 305- 232 -1527 City Miami State FL Zip 33176 Qualifier Andrew Mulshine Architect/Engineer's Name (if applicable) HADP Architecture Phone # 305 -476 -1102 $ Value of Work For this Permit $1,900.00 Square Footage Of Work: 126 Squares Type of Work: ['Addition ❑Alteration ['New ► i Repair/Replace ['Demolition Describe Work: Repair as built and as per drawing, see architecture drawing Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Permit No. Master Permit No. ** * * ******** * * ** ** ** ** * * * * ** F ees ** * ** * *** * ** * * ** * * ** * *** * * * * ** CCF $ 1 � R Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFT IIAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectionfee will be charged. Sm. AA ,-r La" vrw Ai TS' Signature The foregoing instrument was acknowledged before me this The Eregoing instrument was acknowledged before me this day of , 20 , by F e h V ( A) 1 0`x , day of , 20 01, by ` (1 L, p 5' - I , who is personally known to me or who has produced who is persona kno vmn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P Sign: p Print: L :.e Commission Expo Jun 16, 2009 lPR P! i ark5 T S!. I" LINDA S. MITTS Notary Public • State of Florida 2009 Commission # DD 441603 onded By National Notary Assn. My Commission Expires: N*********** RR**R NAfRNp � (Certificate of Competency Holder) n9 State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 oid F` 41toe, Owner or Agent k ✓P c: 1�T�T t r LINDA S MITTS arm, =mission , y Notary t Bonded B National No Assn. My Commission Exp Y PUBLIC) Sign: Print: ftW B**************NNRWWR*****RWRk**********W Pt********** ******************************* Plans Examiner Engineer Zoning MIAM Dr4DE • • •••• • •.•. • •••••.•:• • • .. • •••• • ••••• • • • • • • • • •• • • • • • • • COUNTY • • BUILDING CODE COMPLIi CE O FI ccb) • • 'I. • • • PRODUCT CONTROL DIVIS'gON • : • • • • • • • • • • s NOTICE OF ACCEPTANCE (NOA) • Daybar Industries Limited • .. • . • • . • . ; • • 1235 Aerowood Drive ; ; : • • ; • • M i s s i s s a u g a , Ontario, C a n a d a L4W 1 4 9 : • • SCOPE: • .• • • &:-o-vi Z MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 e.com This NOA is being issued under the applicable rules and regulations governing eu H of o tzlu at 'als. The documentation submitted has been reviewed by Miami -Dade County Product 6 ; iiicn and epted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "LS -18" Ontswing Commercial Steel (Galvanneal or Stainless) Doors w/ 16 ga Frames & w/wo Panic Exit Device -LM Impact APPROVAL DOCUMENT: Drawing No 1)5 -110 Rev -2 ", titled "Double & Single LS18 Outswing Commercial Galvanneal or Stainless Steel Doors w/ 16 ga Steel frames ", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated 05/16/05 & last revised on January 13, 2006, signed and sealed by Walter A. Tillit Jr. , 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: Glazed vision lites are limited per sheet 8 . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 NQA 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 # 05- 0620.06 consists of this page 1 and evidences page E-1 &E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 06- 0117.01 Expiration Date: April 07, 2010 Approval Date: February 16, 2006 Page 1 • • •.. : • • • • • •• • • ••• •• • ••• • • • • • • • ••• • • • • • • •• • • • • • Daybar Industries Lunited..' ' ::.: .: • : :. • ••. ••• • • • : • • • NOTICE OF ACCEPTAkEs EVIDENCE SUBMITTED •• • • A. DRAWINGS •• :. : :: :'• ••• 1. Manufacar i's add ,se�tions'drawings. 2. Drawing No "05- 110 116-2' ,•titled "Double & Single LS 18 Outswing Commercial Galvanneal or Stainless Steel Doors w/ 16 ga Steel frames ", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated 05/16/05 & last revised on January 13, 2006, signed and sealed by Walter A. Tillit Jr., P. E. B. TESTS (transferred from file # 05- 0620.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 (except sp# 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 (except sp# 7 louver) 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Hurricane Testing Laboratory, LLC, Test Report No. H.1 L -0279- 0719 -03 dated 07 -16 thru 08 -18 -2003 for specimen 1, 2, 3, 7 & 7EMB, signed and sealed by Vinu J. Abraham, P.E. Note: The above test report has been revised with addendum letters dated Dec 16, 2004 and a revised marked -up drawing issued on 12 -15 -2004 by Hurricane Testing Lab, signed and sealed by Vinu J. Abraham, P.E. C CALCULATIONS: 1. Anchor Verification Calculations, complying w/ FBC -2004, dated 06 -16 -2005, prepared, signed and sealed by Walter A. Tillit Jr., P. E. 2. Anchor Verification Calculations, dated 06- 106 -04 and revised on 12- 10 -04, prepared, signed and sealed by Walter A. Tillit Jr., P. E. (transferred from file # 05- 0620.06) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 05- 0620.06) 1. Tensile Test report No. Job# 0279 - 0719 -03, dated March 02, 2004, issued by Q C Metallurgical, Inc, per ASTME -8, signed & sealed by Frank E. Grate, P.E. 2. Notice of Acceptance No. 01- 1108.09, issued to Apache Products Company for "EPS- expanded Polystyrene Insulation ", expiring on 01/11/2007. F. STATEMENTS (transferred from file # 05- 0620.06) 1. Statement letter of revision changes, dated January 12, 2006, signed by Walter A. Tillit Jr., P. E. 2. Facsimile correspondence dated Nov. 14, 2005 from DAYBAR, requesting substitution of Stainless Steel in lieu of Galvanneal Steel & BCCO response dated 11/23/05. at4eL \ • Llna . Rsbaq L chanda, P.E. Product Control Examiner NOA No 06- 0117.01 Expiration Date: April 07, 2010 Approval Date: February 16, 2006 E -1 • .• •• • • • .•. • • • • • • • • • • • •••. • • • • • • • • • • • ... • Daybar Industries Limited:.: • • • • • • .: • • . • • • NOTIC O ' EVIDENCE SUBM TIED F. STATEMENTS;(tritle l tap ti, # OS- 0620.06) continue: 3. Statement ttrr oia>}cli&verification compliance to FBC -2004, dated June 10, 2005, signed byWa'ltdr A: Ti lihJJ,P. F, • 4. Statement letter of conformance and "No financial interest ", both dated June 09, 2004, signed by Walter A. Tillit Jr., P. E. 5. Statement letter of compliance issued by Hurricane Testing Laboratory LLC., as part of above referenced test report. G. OTHER 1. Material properties data sheet of AISI 304 Stainless Steel. 2. This NOA revises # 05 0620.06 (04 expiring April 07, 2010. 3. Manufacturer/Distributor agreement between Daybar Industries Ltd. & Daybar Southeast Service Centre, signed by respective officials. 4. Revised marked -up drawings issued by test laboratory. E -2 ,tsleti 1. f,434 Ishaq L chanda, P.E. Product Control Examiner NOA No 06- 0117.01 Expiration Date: April 07, 2010 Approval Date: February 16, 2006 SHEETS CONTENT: # INDEX, COVER SHEET & GENERAL NOTES #2 ASSEMBLY ELEVATIONS No 1, 2, 3. #3 ASSEMBLY ELEVATIONS No 7, 7 —EMB. #4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. #5 HORIZONTAL SECTIONS A —A & B —B; #6 HORIZONTAL SECTIONS C —C & C' —C'. #7 VERTICAL SECTIONS D —D, E, F, G, H, I AND HORIZONTAL SECTION J —J #8 DAYBAR & AIR LOUVERS VISION LITE DETAILS. #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL #10 TYPICAL DOOR SECTION, "Z" ASTRAGAL & ASA STRIKE REINFORCING #11 MULLION INSTALLATION DETAILS. #12 SURFACE BOLT INSTALLATION AND DETAILS. #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DOOR SURFACE CLOSER REINFORCING. DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. SHEET #14 DOOR SNAP IN TOP CAP DETAILS. SHEET #15 HINGE BAR REINFORCING FOR DOOR ANSI #A115.1 #86 MORTISE LOCK /RIM PANIC REINFORCING DOOR SURFACE BOLT REINFORCING. SHEET #16 #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL. SHEET #17 ANCHOR DETAILS. SHEET #18 ANCHOR SCHEDULE. WIRE ANCHOR DETAIL. 2 PIECE COMBINATION ANCHOR DETAIL. EMA BUTTERFLY ANCHOR DETAIL. SHEET #19 BILL OF MATERIALS. SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET GENERAL NOTES AND SPLCIP`ICATTONS• 1. DOUBLE & SINGLE SERIES LS18 FLUSH /EMBOSSED GUTSWING COMMERCIAL STEEL DOOR W /SERIES AS FRAME, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. 0.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203 AS PER HTL LAB REPORT 10279- 0719 -03 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 19) OF THIS DRAWING. 3. COMPUANCE OF EGRESS / ESCAPE REOUIREMENTS OF THESE DOORS PER F8C TO BE DETERMINED BY BUILDING OFFICALS ON A CASE -BY -CASE BASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS METAL TO METAL) TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER DIN 50018 WITH 50 ks1 YIELD PIT' ANO.90 ksi TENSILE STRENGTH. • • • • • • • • • • • 5. ALL WELDING TO CONFORM W /AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D /1%.0 Rl0ULATIONS jWTH w00XX ELECTRODES, FOR GALVANNEAL MAMMAL, AND W /AMERICAN WELDING SOCIETY AllieS ci.l4 REGULAIIONS•W/ ELECTRODES (FU =80k.s.1.) FOR STAINLESS STEEL MATERIAL • • • • • 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON 9HET 17 OF • THIS DRAWING, •••• •••••• • MAXIMUM ANCHORS SPACINGS SHALL 8 If 5 AS PER SCHEDULE ON SHEET 18 AN ELEVATIOWS ON SF ! its OF • THIS DRAWING. SEE SHEET 2, 3 & 7 FOR THRESHOLD ANCHORS, AND SHEET 11•IlD1t•AULUON E100S • • 1 • 0 0000 7. PROVIDE MAX. SHIM SPACE AS INDICATED ON SHEETS 5, 6. 7 & 17 OF 11 ! • • • • •• • •••• • • 0 0000 8. THIS 000R W111 NOT REQUIRE A HIITRRICANE PROTECTION DEVICE • • • •••• •••• 9. THESE DOOR ASSEMBUES ARE APPROVED FOR WATER AND AIR INFILTRATIO. A S 1,ESTINO INDICATEO ON NOTE 1. • • • 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME, THRESHOLD AND VISION UTE C0?4PONENTS IRDlOEAID ON • THIS DRAWING. • • • • • • • • • • • • • •••• 11. (c) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS•GENERIC Apry�p D�OE�S5 NOT • • P INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVIATE JR0!A PA.D. • • • •: (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS PA.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFEW AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT (PAD.) WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. d) ORIGINAL PA.O SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT ABED It 12. 000R'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION . ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: DAYBAR INDUSTRIES LTD 1235 AREOWOOD DRIVE, MISSISSAUGA ON LB 1149, CANADA. MIAMI -DARE COUNTY PRODUCT CONTROL APPROVED. ® WSW NC ONaaom•a1 IL ECOTNs.\ TAUT fl8TN& & 8M[9NTER M0 COMPANY E8-0OL87N8 BAUD? A Miff 4: P. E fLORBM LEG 1 44187 PRODUCE REVISED ® emptying IAA DlaFimW Expkitlos - ott7 -Oo 9y 5b:j' C 4uc1♦ ••••• •• F.B.C. (High Velocity Hurricane Zone) 80891.5 & SINGLE SERIES 1.518 OUTSWNO COMPtERCIAL OALVANNEAL OR STARLESS STEEL DOOR W /SEPoFS 'AS" 18 RAGE OALVANNEAL OR STAINLESS STEEL FRAME FLASH. EMBOSSED & GLAZED ASSEMBLIES DAYBAR � INDUS INDUSTRIES LTD NMe2, GNAT 621 -4204 •A Y e219PINS •A o/-a2o roam NalA1lai • ISM • AS SH07oi SCALE 6/16/06 DATE 05 -110 018816060 SNBE1 1 OF 19 o raa A1W 8A. Xm[ a 2.75 m• MAIL MAX MAX FRAME WIDTH WIDTH 4W NAX 000A WITH LP MAX MAX• MAX MAX a79 D ASSEMBLY 01, N INTERIOR ELEVATION PAIR nF OUTSWING MIRE ANCHORSI WIRE 17ETA1L 821 VnN DUPRIN 9R/991 TRIM SERIFS RIM EXIT AT 90TH BOORS 4 I/P HAGER MODE) WBRIIAR STEM MITT HINGE 4 1/2' STANI FY Mn I! 8FBB168 STEEL SHIT s ac VON lUIPRIN 9954 RENDVABI F MlO I'm Q � FOR TNDIRI F IWII1R ONLYI U[7 m CORE ITFN 1 EXPANDED PO OR NDAIFYCOM9 PAPER FlM I i IECH VISION LITE MOM VLF -EZ -1Q BY AIR LOUVERS. INC.. y/ 1/• 1 VICAR f I A7IM1G C DOW CnRNTN( 0R95 AWN/LITE C5'x?0• D.LQ,1 DESIGN PRESSURE RATINGS ®1TSVING SIMILE &6 DOUBLE EOM V/ VON =PEEN MN PANIC DEVICES) POSITIVE *70 PSF NEGATIVE 1 -65 PSF A72 [1.z 2 e 0Y DA MAX ASSEMBLY ELEVATIONS # 1, 2 & 3 SEE SECTIONS ON SHEETS 5, 6 & 7 — SEE SHEET 3A FOR MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY COMBINATIONS. N A M . acir WWTH - -I . - ifinn MAX to m• 10' tr 19 LW 8.72 879 MAX MAX MAX AX MAX NAX t MAX M9 a79 G ASSEMBI Y 82. 5 iNTERIBR ELEVATIDN PAIR OF nUTSW94G nrmRS WALL CONDITION I MASONRY SCH -D SERIES CYLINDRICAL LOCI( - S 43 HAGER 0751) SURFACE RID S (TOP& H[1TTOM) AT 4 I/2' HAGER 18111EL 0581279 STEEL BUTT HINGE 4 1 /P' STAN FY MOIIFL 979 CTFF) Rt ITT WOE 'Z• ASTRAGAL V/ ASA STRIKE MR YLINDRICAL 1 ITC ANTI DEAD RID T STRIKE INTEstTnF 1 EXPANDED POLYSTYRENE OR HONEYCOMB PAPER VISION LITE Knurl VIE- EZ -1(i BY A19 LOUVERS. rur. WI 1 /P• LEXAN GLAZING DOW CORNING 8995 +G 1'+ I l G.. 1 MIMI 111 41[ M -m NARROWLITE (10•x10• DLO.). AND DAYBAR VISION LITE yITH 3/9. 1 FXAN Ed A7INf, SET IN MIW CORNING 8 STRUCTURAI SILICONE. W/ 11 1/8' x 11 1 /R' DOOR CUT -OUT NARROWLITE (9 3/4•x9 3/4' Al DESIGN PRESSURE RATINGS tDUTSWING SINGLE DOOR V/ TVO SURFACE BOLTS & EnuE1.E DOORS V/ FOUR SURFACE BOLTS) POSITIVE *63 PSF NEGATIVE -63 PSF $CH -L9CID0 HAR 8 ?759 SURFACE. An TS 4 1 • HAGER MOREL 0 19 olft ,6100 ea Imo) IL ECOrNC.` 7RIJf TEMPO r ENGINEERING COMPANY ABC .ffi0 a a Thu ffi148 Se- 709719 WAL7ER Miff DAA L. 44187 100' MAX MIME WIDTH BIM VIM yam -4W MAX I= WIDTH • R ASVNBLT BS. E) MTII'1 ••••• FAIR RE MUTSVING D00RS• • • WALL CONDITION nD STI mS • • • • D ANCHOR 0 DETAIL no • • . RPM OR Winn SCREW • • • FTAI1 *PPRI (V/ DEAD BOLT INCLUDEDI ( & BnnnN) AT rwn 7911199 79 STEEL BUTT HENZE A 4 t /P' CLAM F nFl 815179 CTFAI MITT HTNIIF y/ ASA STRIKE FOR MORTISE L OCk, DOOR CORE ep EXPANDED PD YS nR HONEYCOMB PAPER VISION 1 ITF MInT7FL VLF -TZ-11 4914 BY AI L . INC. W/ 1 /P• LEXAN C1 A71N1 SF DOW CORNING 8995 STRUCTURAL_SIL!CINE V/ 12' x 12. 0009 CUT - �17 s.LG411 • 1• 1 1 1:411 P. _ PA WITH 3/8' LEXAN Cd A7ING SET IN DOW CORNING 8992' STRUCTURAL CB ICMNE. W/ 11 1/8• x 11 1/8' DOOR CUT -r01T NARRoWI ITF (9 3/4'x9 3/4' D.1..n. DESIGN PRESSURE RATINGS (OUTSV1NG SINGLE DOOR V/ TWO SURFACE BM.TS 6 DOUBLE EMIRS V/ FOUR SURFACE MILTS3 POSITIVE 46S PSF NEGATIVE -63 PSF F.B.C. (High Velocity Hurricane Zone) 0011019 s SIN= SERBS 1.518 OUISWDKi COMMERCIAL 6ALVAIBdIEAL OR STAINLESS STEEL 0008 VI/SERIES AS 18 RACE OALVANNEAL OR STAINLESS STEEL FRAME FLUSH. EMBOSSED & CLUED ASSEMOUES 09 DAYBAR INDUSTRIES LTD IOID MO1000 ORE, L4S1 191+ 906 078 -0022 em 8W 078 -4044 MUSD= l � , d� 1 - 7�MI MOP AA as-ale 1 1 OQMNA. •••• ••••■ • cr4 • • • ••••• • Q/8 • a•••■ 11 70' ul. "At • • • • • 0 00000 • • •••••• • • . PRDBUCT REVISED b camptylog wills the IRes$IM MSc Code augagtarma szpirmun 21:441 oadorindattcoand tavistos AS SOWN SCALE 9/19/06 DATE 05 -110 09A11im me SHEET 2 07 19 • i DESIGN PRESSURE RATINGS (OUTSWWG SINGLE DOORS VITHRUT SURFACE BOLTS) POSITIVE +6$ PSF NEGATIVE I —513 PSF DETAIL *16/9 EA SIDE J ASSEMBI Y •7 5 ROI I FH 3/8' MIN. THICK 2.75' ;LA-TU. STRUCTURAL 40 3/8' MAX FRAME WIDTH - - - -36' MAX DOER WIDTH 12' MAX TYP. MAX STEEL 10' MAX CHANNEL MAX FRAME 8.73' JAMB AND W Wc. M1..I II HEAD. 1 J 8 10' DL MAX u }p 1111. 1 + d U: lid DESIGN PRESSURE RATINGS ODIMSWUM SINGLE DIMS WITHOUT SURFACE BOLTS) POSITIVE +65 PSF NEGATIVE —$3,3 PSF HTIRS, 3/8'x3 I/P' A - ■ h - • ; . + 9 ui4 1 WELDED W 1P' -, . :1 . I .L 11I .P I11. I. f 41 + ■ +4. 4]4 1 I.Yx O�YA NISIIIr il. /4 nd 111[*4- -111it /3130 ialV9ili:WR NNW: 20+ ,1',. NI_ 1 :ill 9.L 1'1'1"11N. 1tl :1R 7(i9MREI a WINS• ILYIr•:AR#i3M.I VLF-rz (119A, 3Y AIR LOUVFRS. INC. W/ 1 /P' LEXAN GLAZING SET IN DOW CORNING *995 STRUCTOBA WI TCCINF W/ tP' x IP' DOOR CIIT -MT NARRITWI TTF (10'x10' TU A1.). ANTI TIAYBAa VISION I 11U19 WITH 3 /R' LEXAN GLAZING SET IN DOW CORNING *995 STRUCTURAI SILICONE. W/ 11 1/8' x 11 1/8'. DOOR (31T -OUT NARROWLITE C9 3/4'x9 3/4' 34.11) ASSEMBLY ELEVATIONS #7, 7 —EMI3 SEE SECTIONS ON SHEET 7 — SEE SHEET 3A FOR MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY COMBINATIONS. 0. INCLUDEIL 4 J DETAIL 816/9 EA. SLOE fi E.75• -� 40 3/8' MAX FRAME WIDTH -36 MAX DOER WIDTH — t —SIY MAX ce& e 1/2' HAGER MODEI * RR1P79 STFEL BUTT HINGE I R HONEYCOMB PAPER. FULL .0 LO' �_ 10' - -275• MAX. MAX AXSFMRI Y a *7 -EMB EXTERTR ELEVATMN SINGLE DOOR OUTSWTNG WAI I CONDITION - WELDED HOT I 1;:a 13 11, .i..!.. 3': - I ; 1 : + _. 11[ SCREW. LOCK WASHER 8. NUT W/ EMA (DET •23A). OR FRAME 4) S+/ELDED 8 IP' : 1 1 , 1 11 +SLI DOOR .CORE I.OSSE3 0$ axe mac am comma) IL ECOIN. raw TESTING • F >! -q I � N 1 CUr6 RING COMPANY Ides t (]p5p11 L1• . ]f WATER A. ES DTd ROMA IA 1 µ 187 E • S •*••• ••••:• • • • • W • • • • •••••• A� • • • loose: • e � • • PR9HUC'P REY19Ea • • • • • 2 "— ; o I/7. b1 • • • Jr1m•6•e, 8 10' D.C. MAX F.B.C. (High Velocity Hurricane Zone) DOUBLE & SINGLE SERIES LS18 OIITSWD*O COMMERCIAL GALVANICAL DR STAINLESS STEEL 0008 W SERIES 'AS' 16 0ADE OALVANNEAL OR STAINLESS SM. FRAME FLUSH. EMBOSSED & 0LABE0 ASSEMBLIES DAYBAR LTD LSW1 TEL 805 673-8COD PNk 861 E78 -42171! 1lbl m66� 816 01.070 COOK • • • • ••••• • • •• •• 1�•••• E • . • • • •• t¢{j� JAM DEAD *G I T EXPARDED POI YSTYRENE 0* .Q. UTES ARE PERMITTED EM: SED ODORS PROVIDED THAT LITE'S PE00•ITING FLANGE MUST HAVE FULL FLUSH CONTACT W1TH FLAT PORTI1N OF DEER SKIN. SEE DETAILS ON SHEET 8/19 • • :••••• 6 •• 14/31AL • •• • • • • • • • •• ••••• -• • 16cePT08 ••••• ••••• • oo i•• AS SOON SCOLE 9/I /06 0A1E 05 -110 0RR8810 *0 SWEET 3 OF 19 MAXI DESIGN PRESSURE RATING (psf,) SCHEDULE FOR INSTALLATIONS COMBINING ASSEMBLIES #1 THRU #7 -EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE ••••• ' • • • "• • • ••••• I I • • • • • • • • • • "' • •••••• • • '• •••••• ITEM (SEE SHEET 19) ANCHOR SPECIFICATIONS AT JAMBS Ig ASSEMBLY #1 <SEE SHEET 2) ASSEMBLY #2 (SEE SHEET 2) ASSEMBLY #3 <SEE SHEET 2) ASSEMBLY #7 <SEE SHEET 3) ASSEMBLY #7 -EMB (SEE SHEET 3) 6 0.157" DIA.x9 1/2" LONG WIRE ANCHOR <SEE DETAIL 21/17) +70, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 7 2 PIECE COMBINATION STUD ANCHOR <SEE DETAIL 20/17) • +65, -65 +65, -65 +65, -65 +65, -53.3• • +65, 4244, • 8 EXISTING MASONRY ANCHOR & E.M.A. (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +65, -53.3 .• •+65, 3 • • . • • +65, -53. • 9 EXISTING. WOOD BUCK ANCHOR W /WDOD SCREW LAG BOLT & E.M.A. <SEE DETAIL 22A/17) +65, -65 +65, -65 +65, -65 +65, -53,3 • • '•.. 9A EXISTING WOOD BUCK ANCHOR W/ STEEL CARRIAGE BOLT & E.M.A. <SEE DETAIL 22B/17) +65, -65 +65, -65 +65, -65 +65, -53.3•••• •••••. +65, - 53!3' • • •• • • ' +65, '53 3 • • •••* 65, ,-,5 i3• s • + •• 9B CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" STEEL FLAT HEAD MACHINE SCREW & E.M.A. (SEE DETAIL 23A/17) +65, -53.3 +65, -53.3 +65, -53.3 9C CHANNEL IRON W/3/8" STITCH WELD <SEE DETAIL 23B/17) +65, -53.3 +65, -53.3 +65, -53.3 • • +65, -513 • • . • • 4-65, A3 +3• . • • • • •••• • •• • ••.. •••••• • • • • • •• • * NOTES ON FRAME HEAD REQUIREMENTS 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7, 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY rxuuucrREVtsEp WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 as wagehing with the Slog a & DETAIL 23B ON SHEET 17, SC•de Ac&{gaace Ne / •Ol Expiration Data 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE a EXISTING BUILDINGS HEADER, TO F, SHEET 7. ATTACHED TO APPLICABLE SECTIONS D & • 0=I'o1ESa. toes • Webs F.B.C. CHi•h Velocity Hurricane . • :i & �F (TI. . -ca-a - LSIB •. , .. COlt4£RC OALVANNEAt. OR STAINLESS STEEL DOOR W /_SERIES "AS" iR OAOE OAL VANNEAL OR STAINLESS 51'EEEL Zone) AS SHINN IL ECO ��a. \ DAYBAR INDUSTRIES LTD IN ES � � .4ti TEL: NS ® °� `_ S a . r . Im t [ 11 1' ® -m •k zit/1147E 05 -110 05-110 Pie //3/ a . ass • eta. ne< ��lr . IN o>��r� SHEET 3A Of 19 MAX. DOOR WIDTH (SEE SHEETS (2 & 3) RI0.875 rM Lfi iN 1.969 N PI N ¢ La • 1 4 MAX. DOOR WIDTH (SEE SHEETS (2 E. 3) 0 r 31 � -19.0 -- 9.01- 5.0 -- v v Ga Gh 0 I3,0 25.5 1 I 6.5 21.5 45,0 � 7,0 -19.0_9.01- -19.0 - 5.0 5.0 NOTE' EMBOSSED DOORS PERMITTED IN SINGLES & PAIRS LIMITED TO DESIGN PRESSURES NOTED FOR EACH ASSEMBLY MAX. DOOR WIDTH (SEE SHEETS (2 & 3) L 9.0 5.0 13.0 4st 9.01- MAX. DOOR WIDTH MAX. DOOR WIDTH (SEE SHEETS <2 & 3) (SEE SHEETS (2 O. 3) 1 37.125 LI ea I 1.71 TU rn 1.013 oW A N 21.500 f w 15.750 v MAX. DOOR WIDTH (SEE SHEETS <2 & 3) 13.0 4.5 $ t 13.0 13.0 R30.195 OPTIONAL EMBOSSED DOOR SLAB SHEET CONFIGURATIONS b -19.0 250 8.062 1.937 19.562 1937 34562 PRODUCT REVISED } its the : / -+ t 9�f6il.ii6P 65.0 MAX. DOOR WIDTH <SEE SHEETS (2 & 3) Qof la Ell I— x ,� LO = 2 .. N N H Q ' • :6: • • • nn ...i••� ir .• 1 8A•.:. ..•.• I •• •• • •••...9.0 - 9.0 ••• MAX. DOOR WIIK4H.•. 5.0- - i • � • ••S•• (SEE SHEETS (2,4 3) • ..9:11.121-1.1: • • • • • • • • • •..• • • • • •• • • • • �� •• • •• 23 21.5 13.0 13.0 • • •••••• • • 95.500 6.500 t F.B.C. (High Velocity Hurricane Zone) ®ems nu= GANGPRONG DOD9IX • SINGLE SEINES LS19 OUTSWING COMMERWAL sNOwH PS OALVANNEAI. OR STAINLESS STEEL. DOOR W /SERIES •AS 11 GAGE OALVANNEAL OR STAINLESS STEEL FRAME FLUSH. EMBOSSED & GLAZED ASSEMBLIES �--� / INDUSTRIES LTD 5/16/05 � IILIEC0 DAYBAR 1u, DATE bap ee IIWT T SflNQ • 6NWN .41 twuram r raAme 05 -110 mays m mme n na.., w.. w. feu me sex, eas 626-4204 DRAWING Na m -moan em mxsna, e s DA .. vsmi £ 4 M7 f ` e ° 1 SW OF 19 co x1 /2' SMS SCREWS 81' FROM W/ DOUBLE ROW OF M EACH END AND 4' 0.E 15 SEE SHEET 11 100° MAX. FRAME WIDTH SECTION A -A SCALD 9/16' =1' 100° MAX. FRAME WIDTH SECTION B -B SCALE' 3/16' =1' NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH GE SILICONE II CLEAR SEALANT 49' MAX. DOOR WIDTH 0.125 INTERIOR EXTERIOR 48' MAX. DOOR WIDTH 0.125' W/ DOUBLE ROW OF xl /2' SMS SCREWS 21° FROM EACH END AND 4' O.C. w ' NEU ed —... - -- -- --' -'-- — � i 1 �y i! I. 1 � ! ij I� f I ; I ' { : ' I � �I � � �i � v ;'. ai l Vii. ski-_ irtl�lll �ltllll� i[lllli�,lllllllalI�ll 1i. 1�II�111��i�1�lJ��t ,fi:l.l�l�i11 l� hi �:11,IIIiII��II�LiJI��.I� i,f1,�l�ili�i��hhl�,i�� il. i, �ILiI111J 111111�i�I31111l1111�111 "giaf N ' (SEE DETAIL 2E/17) RIM 0.125' SURFACE APPLIED WEATHER STRIP NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL ,$DINT WITH 29 GE SILICONE II CLEAR SEALANT SURFACE APPLIED WEATHER STRIP o • • • h •••••• • • • • • •IF•••• • 0 00000 • •••• • •••• ••••0• • • •• •• i •• �• • • •••• •• • • • • • •• • •••• • • •••• •••• • •••• • • ••• • • • 0000 • • ••••• • ••••• • A ••••• • • ••••• •••••• • • 00000 • • •••••• • • PRODUCTREMED C Pfe97ia o4qq 4 � -4111.-to/ 7 � Mal ua6e4iede• F,B.C, (High Velocity Hurricane Zone) ©DM 119910 d0 6 DOUBLE & SINGLE SERIES LS18 Ot1ioWINO COMMERCIAL GALVAINAA. OR STADIUMS STEEL DOOR St/SERIES As sNa•a St/SERIES Br HO 'AS' 16 GAGE GALVANICAL OR SEAMLESS STEEL FRAME FLUSH, EMROSSEO & GLAZED ASSMIEUES DAYBAR INDUSTRIES LTD 9 /'8 /E ECQ INC. I2 Mme DATE WISISSISTVIN nLJr 1�37/MQ t fNOI? ER/NG ANY wp m MOM Bm6ee ms_q ,ad ,a�mu, ern ic wwwiwacav 05 -110 Imo a (41011W1...0.4 . Ik+ a C.mrt✓<+� - m 9 1EL1 908 176 -3360 FM AM 879 -4104 DRAWN* No me 7 o P. m. 1' I4 I � ma. R I SK 7e�. 6 MOM= SHUT 8 QF 19 • FLORIDA CLO 04-020 • •••• • 00000 • • • eeee 0 0000 • • • •••••: • • 0 00000 • • • • • • • • • • • (SEE SHEET 17) N • •• • • • _ 0 0000 •• • • • • 0 OI^ (SEE• *MEC/ 47) • • • • • — 0.125' 1/8° MAX, SHIM • • • • W/ DOUBLE ROW or 6x1/2' SMS SCREWS P1' FROM ACH END AND 4' U.C. = •01't9' • • • W/ DOUBLE ROW OF x1/2' SMS SCREWS 81° FROM EACH END AND 4' U,C, • • 48' MAX. DOUR WIDTH ® w/ ®� 48' MAX. DOOR WIDTH w/ 04 0.125 SECTION C —C SCALE+ 3/16' =I' © (SEE SHEET 10) INTERIOR 100' MAX. FRAME WIDTH 100' MAX. FRAME WIDTH SECTION C' —C' SCALD 3/16' =1' 20 (SEE SHEET 10) EXTERIOR INTERIOR NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH ® GE SILICONE II CLEAR SEALANT SURFACE APPLIED WEATHER STRIP O 11 1 ° ` vli E{' �'I!II gi � � tl; +,� i - {j - �1I111��I; VIII, II�fh�111, 1�h1' ��I�1�II�IIIIIII�I�� 'III�IfI11�1Lila�l�lil�lllhl�� rl� miliii. Milig i � JIn l'd 1` It, ,, ,19II! ICI: 1''lilil'1'Ihl!III�I 1lllllll '�I,Irhlll�l'1'ilhliiiilllll fill,. -.- I I 48° MAX. DOOR WIDTH NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH GE SILICONE II CLEAR SEALANT SURFACE APPLIED WEATHER STRIP :Amyl � 1 Zit la • �wra+unrm+onnu� mans �l�r�iilwN _ • ■mot /M1RIP R T `•a � i iP � ,,, ' i ':I '�, � i I . I , � ~' i i "I I !' I ', i I � i , I � r + r i I I „ '. i . { . , I I I., � I' ':' r ' I � ail �� I !; Y itfA �11��i,�iill�l.1 ,III II ,i I I'� I L IIl. �Il�fil;ll,ll�ll�h ■�l !! I�Il�i1, 111I�Il �, I��Il�ill, 1 1, 1. hlGllllll��1�11 IIi1 116111II111, 1�i�111�lIIIIIl11 11 ,IIII��IIILIII i11�111�1�Li6J.l��;�l�- ►A►AII L O or „ _ 1.1 EXTERIOR = 0.125 (SEE SHEET 17)0.125' 48' MAX. DOOR WIDTH el lTtr . : LSI8 . • OALVANNEAL OR STAINLESS STEEL DOOR W //gSERI S 'AS' 18 6A6E OALYANNEAL OR STAINLESS S EEI. FRAU FL a. BOSSED DAYBAUNDUSTR S LTD TEO Im AI= PM GOO 620-4204 m yea. I=M MCI MII=IIMM::=11 • $yaem SILT= as ) 7 . EcoIbe. 17Len 17120040 & ENanamNO COMPANY A! R A .A - mas J �ra L e Fun A BL[? P. E t20sfA6 IfG / Nis? 0.125' 1/4' MAX. SHIM (SEE SHEET 17) PRODUCT REVISED az ylegwl9Y mo Eimer Code Aottotoon Saphodoo Bak Liashitfilwas- 1. F.B.C. <High Velocit Hurricane Zone AS SHOWN SCALE DATE 0 -110 e9Awero No INSET s OF 1S 1� ,fo POURED CONCRETE REO'D. z OAT ASSEMBLY 141 1/2° MIN. GYPSUM WALL BOARD OR PLYWOOD SHEATHING SEE MULLION INSTALLATION SHEET POURED @ CONCRETE t 1D' MAX REQ'D SECTION D —D SINGLE DOOR DfES NOT NEED MULLIpN LATCH ONTO RFTNFORCED JAMB SCALE. 3/16°x1' GE SILICONE II CLEAR SEALANT C C CONTINUES SAME AS SECTION G CAT BOTTOM) SECTION E SCALE' 3/16' =1' CO TINUES SAME AS SECTION I LAT BOTTOM) SECTION H SCALE. 3/16•=1' MIN. 2 -2'x4' WOOD PLATE HEADER x i z (BEYOND) It STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO CARRY 174 U/FT & BE REVIEWED BY BUILDING OFFICIAL STRUCTURAL STEEL CHANNEL MIN. 1/4' THICK x SEE DETAIL 233/17 1/4' MAX.�t SHIM 1 co STRUCTURAL STEEL CHANNEL WITH 3/8' MIN. THICK WEB @ 10° C. MAX. SECTION G SA W/ DOUBLE ROW OF x1 /2' SDS SCREWS Q 1' ROM EACH END AND 4' 0. C. 0.125° POURED CONCRETE REQUIRED © W/ DETAIL 23A/17 #10- 24x1 -1/2' THRU -BOLTS SECTION I INTERI ❑R EXTERIOR 36' MAX. DOOR WIDTH 40' MAX. FRAME WIDTH SECTION J —J SCALE+ POURED CONCRETE REQUIRED 020116 IMO (•1•3200511.13) / TIECO river TA'Smac .8.8 Nt UN8 COMP >8719 WALE k P. NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH @9 GE SILICONE II CLEAR SEALANT SURFACE APPLIED WEATHER STRIP .04 lb 01D04-0211 DETAIL • 23B/17 • • • 0,1Q5' •• • • •••••• ::::TURALSTt • /4' THICK • POURE41 - �� • CONCRETL• • _ REO'D• • • r • • • • • • • • _• • •• ••••• a • eea 8. ta/ae/a! • SECTION F DOUBLE & SINGLE SERIFS LSI8 OUISWING COMMERCIAL GAWANNEAL OR STAINLESS STEE. DOOR W /SERIES 'AS' 18 GAGE GALVANNEAL OR STAINLESS STEEL FRAME ELUSN. EMBOSSED & GLAZED ASSEMBLIES DAYBAR LTD 805 024-3800 IVO 824-4204 DNS o /•/0o ay.. anrbm1 e8 U) n ••+•••• • • ••••i F • •••••1 e • 0 000 0 •• • z • • F #10- 24x1 -1/2' THRU -BOLTS PRODUCT MISER as emptylavriaideraniet Rada& Code 1 01 Aedaptume MM ��1,i. 0 �' dDOB@Pr"lipotE' F.B.C. (High Velocity frIlicone Zone) AS SHOWN MKS 8/18/98 DATE 05 -110 PRAWNS No SHEET 7 OF 18 .097 LS.. DIM 1.75 CONT. r-DOOR1 GE S CONE II CLEAR SEALANT ALL AROUND GALVANIZED COLD ROLLED O 1/2 "x5/8 "20 GA. STEEL GLASS STOP 4 1.835 O.S. DIM .623 .395 .623 DEr. D1 .063 .063 1.757 1/2" x 5/8" 20 GA. GALVANIZED COLD ROLLED STEEL GLAZING BEAD 3/8" GE LEXAN 3t 995 DOW CORNING UCTURAL SILICONE SEALANT, ALL AROUND EACH SIDE .097 20 GAGE GE 3/8" THICK LEXAN SHEET 3/8° GE LEXAN GLAZING DETAIL DETAIL D 118 DOOR CUTOUT DETAIL Di SEE ELEVATION FOR DESIGN PRESSURE ON SHEET 2 & 3 0 3/8' LEXAN GLAZED VISION LITE MANUFACTURED BY DAYBAR INDUSTRIES, LTD, 8 SCREWS PER LITE _4 o 6 SCREWS PER LITE 7' x 22° KIT - ELEVATI'N 132 MANUFACTURED BY AIR LOUVERS, INC, 29 CONT. GE 1/2" THICK GE SILICONE II LEXAN SHEET CLEAR SEALANT ALL. AROUN EACH SIDE #8X7/8' F.FI 10 GE 1/2" THICK PHILLIPS • LEXAN SHEET HD S.M.S. (41 • PER KIT ELEVAIRON• 30 995 DOW CORNING STRUCTURAL SILICONE SEALANT, ALL AROUND EACH SIDE th 12' x 12° KIT - ELEVATION VLF -EZ -IG VISION LITES 1/2' LEXAN GLAZED 06228 AUECO 76 Direr IL EGO .NC. T°J.? J S 7N° d £ND#Nf8RWN° COMP 447AZ-a En, t8- tmO8719 WALTER IL 1.1 44187 SEE ELEVATION FOR DESIGN PRESSURE ON SHEET 2 & 3 MATERIAL SPECIFICATIONS: 20 GAGE CRS FRAME W/ A MINERAL BRONZE BAKED ON POWDER COAT. 2.20 19 1.75 •• • PRODUCT ,a< •ImuDPT MEMNO LE• ^6117.x1 Expkalioa Mate a dlad C f DOME 8 SINGLE SERIES Lsta OUTSWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL ODOR W /AERIES "AS" 18 GAGE GALVANNEAL OR STAINLESS S1`®. iRANH FLUSH, EMBOSSED d GLAZFO ASSEMBLIES DAYBAR INDUSTRIES LTD ISSZSEAMEMI MULL DMA AHf03000 782Y . _ELLOP.—_ TM 90! 667 -3000 iAW 309 "E1 -47°4 ma =006 0101 MA. •VdEM M , 6N •■•ft 7 1 16 !• 3 • i 001. OM" • • • • • •• • • — •� • • •••• 1/2• LEXAII••; G LAZING * DETAIL F.B,C. (High Velocity Hurricane Zone) AS SHOWN SCALE 9/19/06 DATE 05 -110 DRAMS Na SHEET OF IS co •4 • • LOCATION AT FRAME SURFACE STRIKE REINFORCING 1. DIE MITERED CORNER CONT, WELDED INSIDE FACES & AT RETURNS 2. CAULK COMPLE3Z INSIDE CORNER WITH GE SILICONE I1 DETAIL 16 TYPICAL WELDED CORNER f&ESH EXTRUDED ALUMINUM NGP #950NA 2' FACE SHOWN STANDARD 11.875 MATERIAL GAUGE 12 MINIMUM ,0,597 THICK) GALVANNEAL OR STAINLESS STEEL ATTACHED W /(2) LONG MIC WELDS ONE /END. HEAD FILLER CLIP 0.4370 0.1340 Dust 11,6 q„,,,p4 r 0,7 7UT Aj l. L 0.0900 4_T 'P 4 A 0.3 MATERIAL 8 GAUGE STEEL GALVANNEAL OR STAINLESS STEEL L3L25 790 �£S 0.3120 a Q 4 1/2' FRAME DOOR HINGE REINFORCING DETAIL 5.750 2.3750 4.876- - MATERIAL GAUGE 16 MINIMUM GALVANNEAL OR STAINLESS STEEL (.058) 0.060 OFFSET 8 d I+ 0.4370 Q TYPICAL JAMB & HEAD SECTION 018751 1e OPTIONAL HEAD SECTION FRAME SECTIONS AND REINFORCING DETAILS ig ®1086 F61F00 ea 1L ECO1N1. nwr 1ffi1TfNO @ 6Nan1 30G COMP lmWK Sm. 8f. xf6El0, 2 .Ulm Pomr t (� ES-000t4719 ) 18E WALE L 1 44 15 E 7 1.1875 0.0750 0.0300 . • •. Dust Box • • •14141 •. • • • 11 _ GAUGE • • ICICMUM STEEL•. • • • STAgiLESS STEEP ..• • 8" STRIDE• • I Q4 ATTACHED • • W/t �/!6' • PROJECTTPIIO •••• • • • • • • • • • . 08 -32 x750 SCREW DEAD LOCK STRIKE TAD l4 GA (0,074) MIN GALVANNEAL OR STAINLESS STEEL ATTACHED TO STRIKE JAMB W/ (3) 1/8' 0 PROJECTION WELDS. F.B.C. (High Velocity Hurricane Zone) DOUBLE & SINGLE SERIFS L518 =SWING COMMERCIAL OALVANNEAL OR STAINLESS STEEL DOOR W/SERmE4 'AS' TA 0000 GALVANNEAL OR STAINLESS STEEL FRAME FLUSH, EMBOSSED & GIBED ABSEMBII£8 DAYBAR LTD IAw,aa, OWCA IEU 900 838 FAX MA 898 -4004 n. mum= us E64 MEM= 616 t 0*0 04-010 2/24.06 1 St MUM. 19/6/02 a ••••.. • •••• • . O OOOOOO • - a - • • •••••• • • PRODUCT MUM II1e•Wr Ndd9 Saldflog Code Aastgtxxox Bate �_ dO By 989M..t \. U4aon�4aL Atom' Datheiteda AS SHOWN SCALE 5/18/06 DAR 05 - 110 DAMAN@ No 900.7 9 OF 19 C2) #14x1' SDS CTYP, 1- 1/8'X2 -3/4' DEAD BOLT STRIKE W/ (2) #14x1' H SDS SPACED - AS - PER - ISOMETRIC DETAIL GASKET NG #109 1/16' x 3/8' 8.875 0.594 0432 0.125 5.594 0.438 NTERIDR 1.875 0.562 W/ • — TERIO 1.75 -I 0.625 �- MBIERIALI BOTH DOOR EDGES +74 SEE BILL OF 1/8' IN 2' BEVEL MATERIAL SECTION THRU ASTRAGAL AT DOUBLE DOOR 120A, GALVANEAL 2.440 OR STAINLESS 1 STEEL ASA 1 STRIKE REINFORCEMENT 3x1/8° PROJECTION (2)#12 -24 WELD EACH SIDE APPED HOLES FOR A.S.A. STRIKE 0.312 'Z' ASTRAGAL ISOMEThT1 AGE GALVANNEA STEEL OR STAINLESS STEFEL DETAIL, ASA 1299 STRIKE MATERIAL+ REINFORCEMENT FOR ASTRAGAL 0,075° THICK GALVANNEAL STEEL OR STAINLESS STEEL INTERT DOOR LOCKSEAM FILLED WITH HELMIPRENE # C8323 -1 ADHESIVE - SEALANT DOOR FRONT OR 111 WIDE SIDE _%).TTERIOlt. •• • ••• •• BACK DR NARROW • SIDE DETAIL 6 THRU DOOR ® mot 11.1E00 om. DxatmAMm1 /17 .1170 r!wr LES7190 & DWNEERINC COMPANY E 5%, , t�lt t R ytp Plbnf t -an ® WAVER Lk. 44197 r rekkkm 01.1/ 04-010 •••• • • • TYPICAL CROSS SECTION •••••• • • •• •• •a.•.• • • • • • • • • • • •• • m.r. B t9/m • • •••••• • •• • • • • • •• • • • • • ••• • • •••• •••• • • ••• • • • •• • F.B.C. (High Velocity Hurricane DOUBLE & SINGLE SERIES LS18 OUTSWIHO COMMERCIAL GALVANNEAL OR STA&LLESS STEEL DOOR W /SERIES AS 16 GAGE CALVARNEAL OR STABLE= STEEL FRAME FLUSH, EMBOSSED & GLAZED ASSEMBLIES DAYBAUNDUSTRIES LTD avewu W.t 9011 ®! -BOW iNC OW 84204 • • ••••• • • ••••• t 00000 • • ••••• • • • •-•. • • • •••••• • • •••••• • PRODUCT REVISED 00 caw**, wlt6 tAx PIMA* Mang Cade AssItpftwo (.01170) Espinttlea Daft APRIL/ thic Zone) AS SHOWN SCALE B /10/05 DATE 05-110 DB ►WINO No SHEET 10 OF 10 (4) 5/16 MACH/NE SCREWS ' 1D HAED01 COVER (4) 5 /16'x1 5/16 POWER FASTENERS HOLLOW SET DROPIN ANCHORS ISOMETRIC FITTING (2) 1/4' -20 MACHINE SCREWS TO MOUNT COVER 8620 FITTING Q2 MIn i mu mfr_m ,125 THK. WALL 118620 MULLEIN LEIN A 500 GRADE 8 STEEL FITTING STEEL. EXTERIOR STRIKE PLATE 499 EA. SIDE MULLION/DOOR SEAL GASKET N00361 1/8'x3/6' APPLIED TO M1D.I.DIN 1�5 VON DUPRIN SERIES 9954 CV/ 499 STRIKE PLATE) MULLION INSTALLATION an r 1:.PC1ulc HEAD ®+ ® (4) 5/16'• S.D.S NOTCH OUT 2A'x3A' ON THRESHER- ,TO FIT MULLION 5/8'x1'x4' MILD STEEL HE DROP IN ANCHOR 48620 BOTTOM MULLION FITTING STEEL 02101 444 8620 FITTIN NOTCH OUT 2.0 ABA ON THRESHOLD 3,5 8620 FITTING QONNECTION AT TOP (PLAN) i]! 2.8 3.5 2' ®Nom TIIECO ale 0•09rw6+a1 IL ECO INC. TR!!T IM MO 0 Q 13YO1AEERWO COMPANY Ova r efs fr�Ay �S� mes �AwWaQa�� n grad PAaa r F 719 (.1Rl WALTER A MIT RAMA 1 41167 4 MACHINE SCREWS E MEAD & FLOOR. 5/16'- 18Xt -1/4' CONNECTION AT BOTTOM (PLAN) 7 3.000 J 3.500 — WDfma FTCrwa 86P0 STEEL Q HEAD FITTING STEEL EXTERIOR *um TOP 1 MULLION FITTING • • • •••• ° • • • •••••• • •••••• •••••i • • • 9.0 • • • • •• • POURED CONCRETE 3.0! 1 •• • • •••• • •••• •••• • • •••••• 1 .---1 ‘ 16.41 1 • •• ••• 1 •••• 2.0 (4)5/16'0 x 1 5/16' POWERS FASTENERS HOLLOW SET DROPIN W/ 3/4' MIN. EMBEDMENT SECTION 1 WWEELDED 1 F.B.C. (High Velocity Hurricane Zone) DOUBLE & SINGLE SERIES ISIS OUTSW)NG COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR =DES 'AS 16 OALVANNEAL OR STAINLESS STEEL FRAME FLUSH. EMBOSSED & GLAZED ASSEMBLIES DAYBAR INDUSTRIES LTD 114 A®OWOOD CAM IB. am ma - Sa00 PAS NB 89D -1004 48 a. a OXIMX 900 Wt. W MOM= Mx no 04 a/tym r COMM. 40/00/0( • eeeee • • • eeee • • ••• • •• MULLIOM • STEEL • •••••• • • • ••• • pRDDUC4 =VISO aead6 6 ca Asecittaace N4 Saplrttaa Data 1 + - 14 1 L. p AS Swam > 5/10/08 DATE 05 -110 062608 MO 0HEE1' 11 OF 18 0 or SEE SURFACE BOLT ENGAGEMENT DETAIL SEE SURFACE BOLT ENGAGEMENT DETAIL SURFACE BOLT INSTALLATION AT DOOR W/ ASTRAGAL (INTERIOR VIEW NOTE: SURFACE BOLT MANUFACTURER-HAGER MODEL #275D MATERIAL-STEEL FINISH US2EID 21 8" #275D HAGER SURFACE BOLT EXTERIOR 0 or SEE DETAIL 'A' EXTERIOR TYPICAL SURFACE BOLT ENGAGEMENT DETAIL AT HEAD I SILL CU 1#10 1/2° THRU BOLT 8.0 SURFACE BOLT lam= DC. ••■••=a0 / IL ECOINc.\ MUT FEVIPAD 61•21NIZEROPT COMPANY slessm OEM A. Miff dr. P. ROMA Li 1 44187 1— Li LJ x COME & SINGLE SERIES LEIS =SWING COMMERCIAL OALVANMEAL OR STAINLESS STEEL DOOR WADES °AS* 113 OAOE CIALVANNEAL OR STAINLESS STEEL FRAME FLUSH. EMBOSSED & GLAZED ASSEMBLIES 015.0. DAYBAR INDUSTRIES LTD MI5 AMMO ORK Lon% dtOZIP 11911.093SULCOM Tat OS 095-8040 PM 005 025-421). 01000,01Y 01.5 64420 #10-24 X 1-1/2 o *0 • H'40OLTS • 0 oo 101 IDIV. • • •• •• • • • • • • • • • •• • ••••• • • • • • • ••09,1cr RE V E r ••• 01 41149LAS with GA Fle•fig gAe &lag Cods t're Aettplasee Neltatd • • 11141rad. ••••Agamabb, • al, •••• • & vista , • • • •••••• • •••• • • •••ip • 11 o op oo • 0 4 X 1-1/2 e OLTS POURED 10 CONCRETE ItO, MAX. REQUIRED FTIFA Hurricane Zone Ell9PiiN SCRLE 5/10/05 DATE 05-110 130A0 190 No SKR 12 UP 19 N .0000 iL —0.5625 - 2.0000- 3,0000 TYP. DOOR SURFACE CLOSER EINFORCEMENT CLIPPED TO DOOR AT TOP EDGE 0.8750 0.5625 (/FNT WO SURFACE CLOSER /la FASTENING SLOTS DOOR SURFACE CLOSER & END CHANNEL ASSEMBLY VARIES WITH DOOR WIDTH • • • • • • • L 1/9.0 FOR SPOT WELDS 3 - 0.3125 X 0.8750 (TYP.) ELEVATION MOUND 12.2500 TYP. PLAN 26 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL MATERIAL' 16 GAUGE (0.057) MINIMUM 250 GALVANNEAL STEEL OR STAINLESS STEEL I — 2.6250 0.2500 0.7500 0 0.7500 16.25 PL Pg.: SECTION cy c Weak 14 GAUGE (0.074) o MINIMUM GALVANNEAL OR STAINLESS STEEL 000R SURFACE CLOSER REINFORCEMENT DETAIL 0.6250 05000 ®ZOO /LIMO 9n cG t / IL E V 0 INC. \ MUT TESTGYO s ENWNEERNNO COMPANY em apmr 2 urea PoeOSr( / 1-0 7 . l 9 a(JOlM11-0 fH MUT WALTER A TAL HO Jr. . / P. R/04 !ic / H/B7 - 3.0000 TYP, 5.0000 0.5625 ---- •••••• • OOOOOO • • • • • • •••• OOOOOO • • •• •• •••••• • • • • h M T LAMINATED TO EACH FACE OF DOUR W/ CONTACT ADHESIVE (HELHIBOND 8326 -1) AT HINGE EDGE AND TOP END CHANNEL 1.0000 0.0570 MIN. TYP. 1.8125 -1 to tU • �,4Dtio ; ••••• •• • • • • • • OOOOO • •• • ••. •• • • • •••• • •.:•• •••••• . • •••••• • • • OOOO • • • +1 16 ' Z r3 PRODUCT REVISED �r MAIN Dm Cads Ac p aw,N... 0l1 Ol LSD T es A ► y k 3D VIEW Ohieleat F.B.C. <High Velocity Hurricane Zone) DOUBLE & SINGLE SERIES LS18 =SWING COMMERCIAL GALVANNEAL OR STAINLESS STEEL DOOR W/SERIES A ISHO SHOWN •AS• 16 CAGE GAI.VANNEAL OR STAINLESS STffi. FRAME FLUSH. EMBOSSED & GLAZED ASSEMBLIES DAYBAR INDUSTRIES LTD 5 /10/05 .936 /s�eaxam 6wNe: DATE �m4 05 -110 TEN 906 me-DWa Nag 906 62.5-4204 DHOW Na maroon I ow 051 pi maw= A 9ilrt . 1 • I SXEET 13 OF 15 DETAIL A SNAP IN CHANNEL MATERIAL•i PO GA GALVANNEAL STEEL ASTM A-653, A-60 DR STAINLESS STEEL FOR BOTH PIECES, INSTALLATION DPTII]t4S■ (A) CAULK AND PRESSFIT <0) CAULK, PRESSFIT AND TACK MELD EXACT 35.750° FOR 36° DOOR WIDTH EXACT 47,750' FOR 48' DOOR WIDTH (VARIES WITH DOOR WIDTH) STANDARD TOP CAP m r CHANNEL DETAIL A TOP CAP-' CHANNEL - ASSEMBLY (ISOMETRIC) (SNAP IN CHANNEL WITH TOP CAP) 35,750° TOP PLATE FOR 36° DOOR WIDTH 47.750° TOP PLATE FOR 48' DOOR WIDTH (VARIES WITH DOOR WIDTH) 34,125' SNAP IN CHANNEL FOR 36' DOOR WIDTH 46125" SNAP IN CHANNEL FOR 48' DOOR WIDTH SS DOOR SNAP IN TOP CAP DETAIL VIEW B ®90® TV O 6G 0S0A9EE•91 IL ECO 1so. 0,7500° nun 7AS7/Na a fbMPANY aemrn. r m wx . a/ I An r new + ER '+9A1 Fl 1 �( 4l 6 7 •••• • • ••• ••• ••• • • •• •• •••••. • • • • • • • • • • •• • TOP CAP • • • • •••••• • • • • •••••• • • •• • • ••• •••• • Ceew • ••••. • • • • •• •••• •••• • •••.• • •••• • •••• •••• • • CHANNEL AND CAP PLATE' ARE RESISTANCE SP❑TWELDED ON COMMON CENTER LINE. (4 - 5 PLACES) • Shigeo F.B,C, (High Velocity Hurricane DOUBLE & SMILE SERIES LS15 MIMING CCMMERCUI. OALVANNEAL OR STAINLESS STEEI. DOOR W /SERBS 'AS" 16 GAGE DALVANNEAL OR STAINLESS STEEL FRAME FLUSH. EMBOSSED . INAZ® ASSEMBLIES DAYBAR LTD L4WONA CALM s LEW 905525-Z00 I 905 88A-42 ear m rs ••••• • • ••••. eeeee • • • •••••• • • eeeee • • PRODUCT RIMED tesplyisg •Rr 61b MAb SultInig Code AcNestame o» a! !a Zone) AS SXOMN SCALE DATE 05 -1 SAMOSA) No miter L4 OT 19 4,750 E LEVATION 0 • • 0,688 PLAN ° MATERIAL' ALL GALVANNEAL STEEL OR STAINLESS STEEL I ##A115.1 #86 MORTISE qg /RIM PANIC ® REINFORCING #12 -24 SCREW O}O[JR EDGE MOUNTING TAB 14 GA (0.074) MIN GALVANNEAL STEEL OR STAINLESS STEEL GAGE 14 (0.074) MINIMUM RP REINFORCING SAME AS #86, LESS LOCK CLIP & MOUNTING TABS, GLUE W /CONTACT ADHESIVE TO DOOR FACE LOCK CLIP -18GA (0.045) MIN. ONLY VALID FOR ASSEMBLY WHERE APPLICABLE 1,063 (3) 1 /8'Y PROJECTION WELDS 1- -1.687 -1 VIEW X 1,687 f VIEW X PLAN 0 //e/0' MATERIAL 14 GAUGE (0074) MINIMUM GALVANNEAL STEEL OR STAINLESS STEEL, GLUED TO DOOR AT HEAD & SILL USING HEMILBOND 8320 -1 CONTACT ADHESIVE. i8 DOOR SURFACE LT REINFORCING DETAIL 95 20Z MOOD 145 81 1 IL ECO INC. nun MONO A EN8/NEERINO COMPANY , "r .m Tr Fem., tr ins pmlan -Tan Mire A. NWT dr. P. E RIM= 4 Lk. / 44187 © 4 1/2' HINGE BAR REINFORCING FOR DOOR MATERIAL' 8 GAUGE GALVANNEAL STEEL OR STAINLESS STEEL PRODUCTILEVISM as combing wilb EYalkflia Boldfreodo Acroptraree U441 Expiration Delo la Mi D P IMsA � Diddas F.B,C. (High Velocity Hurricane Zone) DOU81X & SINGLE SERIES LS18 OUTSVtING COMMERCIAL GALVANNEAL OR STAINLESS STEEL 00018 vaunts °AS° 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME FLUSH. EM OSSEO Nk GLAZED ASSEMBLIES DAYBAR INDUSTRIES LTD eaSSISSUCKON 1458 N NRYC lAW1B9, GOMM WIWARIVACIN 7E1, 1a5 185 089 -410+ AS SHOWN 5CA E 8/18/85 DATE 05 -110 DRAMS 8+ SHEET 15 OF 19 iat'4 No OW um REINFD' LOOP Co c1 0 m , 4" BARREL SUPPORT -# 2.365 0.6 6s� slo 2.632 ~� TO SUIT 8 /32UNC a THREAD #161 EDGE REINFORCING MAT: 0.078 SATINCOAT STEEL OR STAINLESS STEEL 2.632 SECTION THROUGH EDGE REINFORCING (4) 1/16 "0 PR❑JECTI ❑N WELDS 1f1 BARREL SUPPORT I CO MAT: 0.035 SATIN COAT 0 STEEL OR STAINLESS STEEL /. VIEW X 0,390 --- 020-- #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL F.B.C. (High Velocity Hurricane Zone) Dam 611910 6• 0711 IL ECOINC. TWA ?EWDMO & AwmNr499NO COMPANY 61%YA. .79A. M1. @e 90300 69900 R SHM Rm. 1 06.10/.- 7610. ! . ( man-18s E8- 0098719 MOSER A. L k. P. E. ay.s • • • • • • • • REINFORCff46 LODE;' MAT: 0.0307WIN CJ AT• STEEL OR 5jlaoESS S 2EL. •• •• • . • . • • • • • • • • •S.. •• • •••• • • •• • DOUBLE k SINGLE SERIES LS18 =SWING COMMERCIAL CALVANNEAL OR SEAMLESS STEEL DOOR W S° 1e CAGE OALVANNEAL OR STAINLESS 76 A TUISN. EMBOSSED & OLAUED ASSEMBLIES DAYBAR INDUSTRIES LTD IN:m DNMC 1114 Nm 929-.6009 PAY! 999 4119-964 0.9 Cta. 1= ' a. w m®w. 19/19/N9 • •..... Dki11e. 01 0' 0000 • • 0 00000 • • ..... • • •SS•• 0000 • • • 000000 • ...... • • PRQ DUCT Expirveies WSW* it 1 4N AS SNOW SCALE 6/16/03 DATE 05 -110 ORAWWO No .66T 16 OY 19 CONCRETE BLOCK WALL REQ'D CONTINUOUS IX BOTH SIDES (TYP.) MORTAR 4' MIN -- JOINT MASONRY WIRE RS IN HORIZ. MORTAR OINTS; FILL JAMBS 1 SOLID WITH GROUT PER ASTM C478 W/ MIN. COMPRESSION STRENGTH OF 2.5 KsI (SEE SHEET 18) DETAIL #29, WIRE ANCHOR Q INSTALLATION TO MASONRY WALLS MIN. DOUBLE 2'x4' WOOD STUDS REQ'D W/ 0 .a 0.55 i lk (SPECIFIC GRAVITY) 0.514 .460 MO% i 1.875 _ Flail"! �� 8 W / PE - E R ATION F.H. WOOD SCREWS PER ANCHOR 1/2' MIN. GYPSUM WALL BOARD OR PLYWOOD POURED CONCRETE OR GROUTED CONCRETE BLACK WALL REO 3' MIN E.D 5.6250 ±0.625 CUPIN STUD ANCHOR (SEE SHEET 18) ® CLIPIN STUD ANCHOR (SEE SHEET 18) SHEATHING <TYP') DETAIL #20 INSTALLATION OF 2 PIECE COMBINATION STUD ANCHOR (7) INTO WOOD FRAME WALLS MAX. 1/8' SHIM SPACE JAMB Q A p !� (SEE SHEET 18) CONTINUOUS CAULK 2 1/4' = °TH SIDES (TYP.) MIN 3/8' x 5 FLAT HEAD STEEL UCAN— SLEEVE ANCHOR W/ 2 1/4 MIN. EMBEDMENT. DETAIL #22 INSTALLATION OF ItCAN SLEEVE ANCHORS 8 111 MASONRY WALLS .8750 JAMB BO REQUIRED TO BE WOOD W/ G = 0.55 (SPECIFIC GRAVITY) SPOT WELDS STRUCTURAL STEEL CHANNEL, W/ MIN. 3/8 THICK WEB EQ. EQ. DETAIL #22A INSTALLATION OF 3/8'g LC SCREW (9) TO WOOD FRAME WALLS MAX 1/4' SHIM SPACE O r�• e B 3 3/8' X 6' WOOD SCREW LAG BOLT --(!I (SEE SHEET 18) \ fLL�BB33 StUCONE I ALL AROUND DOUBLE 2'x8' WOOD STUDS NAILED TO SHEATHING REQ`D. MAX. 1/8' SHIM SPACE (SEE SHEET 18) SPOT WELDS CONTINUOUS CAULK BOTH SIDES (TYP.) SPOT STRUCTURAL STEEL WELDS CHANNEL, W/ MIN. 1/4' THICK WEB DETAIL 4$83$ DETAIL #23A INSTALLATION OF JAMB Ql ICI INST�jL�LATICN OF 3 /8g STEEL CHANNEL THRU WELDING F,H, MIS, 9� TO STEEL CHANNEL" ANCHOR DETAILS( SEE SCHEDULE UN SHEET 18 Q•z T.3EO REQUIRED TO BE WOOD W/ G - 0.55 (SPECIFIC GRAVITY) EQ. / ECOIN.. l¢LWT 7ESTSYO & ATt71NF.ZR NO COMPANY °" I At. V n yy Y0/a4 �6¢ 13.4166 PAmY . 460An -/6W £ . Cam/ / -IIIf1 E'5.O47 WA FLORIDA A 711R Jr. P. E OW Lfe / 44187 IM A, . A • • • • 3/8 "• ?? 0.9. JAMB OR HEAD() DOUBLE 2'x8' WOOD STUDS NAILED TO SHEATHING REQ'D, MAX. 1/4' SHIM SPACE FAC AND • WELD ON INSTALLATION AS FOLLOWS: SC TOP & BOTTOM OF JAMBS AND & ID" 0. C. THEREAFTER ADDITIONALLY, AT 12 0. C. AT HEAD DOUBLE & 21881E SERIES 1.818 01.1188188 0081458 81. GALVANNEAL OR STAINLESS STEEL DOOR W /SERIES 'A3' 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME FLUSH, EMBOSSED & GLAZED ASSEMBLIES DAYBAR INDUSTR S LTD L� TEL 908 6006 TAXI 669 623-4104 /2Otm6a as and r area 8,8 Ohne 6/1 MEM ? • _ (SEE SHEET 18) as SPOT WELDS • C0N•T 4UOUS CAULK TN SIDES (IYP.) • •••• •i • •- •3:• • • • 3/141.2,1fi. • • STEEL •• ••••i RIA • W/ NUT •••• • • •••. • • • • •••• • #22$••• •••.• F 3 • C6R RI At6 ' W••_. •. r • •••• • 7. ® •••S.. ,M IILIC.ONE 8 • • 4BEEr A"I�0 D • WEEtN •••••• • • •• • VRO»UCT MEMO iNtwiliibefleas IMCede Aatptasts ELF � Ib L8 •D hilandriade D4oidte F.B.C. (High Velocity Hurricane Zone) AS SHOWN SCALE 5/18/05 SATE 05 -110 SWIM No SHEET 17 OF 1S © WIRE ANCHOR FOR DETAIL #21/17 STEEL WIRE ANCHORS (0.157 DIA, 9 1/2 LONG) IN HORIZ. Fu Min =95.9 Ksi, Fy Min.•40.2 Ksi LEAF TO SNAP ANOTHER PIECE 9 */ 6 N n LEAF TO SNAP ANOTHER PIECE 3/32 x 1/2 HOLES TO PERMIT SNAP TO ANOTHER PIECE OR PIECE COMBINATION STUD ANCHOR FOR DETAIL #20/17 CLIPIN STUD ANCHOR tdATERIAL: GAUGE 20 (0.035) ASTM A -653, A-60 GALVANNEALED STEEL. 7/33'6 0.292 COO Rlmm ■e MONO PRO) IL ECO INC. \ IIUJT memo Q t1 EERINO COMPANY 6t I I A r t 6!i R yW Peel t (.911p7 ! I LYA6 -1611 WATER A. Mm Lk. # 4 P. E ROOM i OW ' 45 e (2) 1/8'9 SPOT WELDING HOLES • • •••i? • • Leg • • • P • •• 6.750 ® EMA BUTTERFLY ANCHOR (PART #PT1 -008) FOR DETAILS 22/17. 22A/1722B/17 & 23A/17 MATERIAL 18 GA SATIN COAT F.B.C. (High Velocity Hurricane Zone) DOUBLE & SINGLE SERIFS LS18 CUTSWING COMMERCUL GALVANICAL OR SUNLESS 3TEE< 0008 W/SERIES ° A3 ° 113 GAGE GALVANNEAL OR STAINLESS STEEL FRAME FLUSH. EMROSRED a MAZER ASSEMGUES DAYBAR LTD AMMO MN iisselsontON IRL, 903 ODMDDD f114 0• 625-4204 ac s ®w 'Oi as 11 c®® 1 •6 O4■ 0/1'/06 ' M • eeeee • • • eeeee • • •••••• • • ••••• • • ••••• •••••• • • • 000000 • • •••••• • • PROBULR mow as cooplyis will&WWI& BuldthgCods Rspinttko D a 1 4/ Mast Dole rldM AS SHOWN SCALE e /1e/05 DATE 05 -110 DRAWING No MO le OF ID BILL OF MATERIALSI I ITEM QTY DESCRIPTIDI'! MATERIAL SIZE AND SPECS 1 1 16 GAUGE JAMB/ HEAD FRAME SERIES 'AS' 16 GAUGE .008 NM= ALL COMPONENTS OF THIS ITEM, Le., HEAD, JAMBS, RETWORCEMENTS AND AAT7ca3 ARE CORERCIAL GALVANIZED STEEL (TYPE W. AVM GALVANNEAL V NOR IE S)LE NTH 522 1 YIELD 08598 43 KS4 ELONGATES/ 40X DA STAINLESS STEEL* 9 3/4' DEPTH X 2• FACE X 398' KIN THICK (SEE SHEET 9) 14 I 16 GAUD OPTIONAL HEAD FRANC SERIES 'AS' SAME AS ITEM 1 S 3/4' DEPTH X 4 3/8' FACE X .058' MIN THICK (SEE STIET 9) 18 1 SURFACE STRIKE REIWORCIXt 12 GAZE GALVANNEAL STEEL OR STAINLESS STEEL' t8 GAGE 001097• NMI x 1500' x 41.878' UDC, SEE DETAIL ON SHEET 9 2 1 18 GAUGE FLUSH/EMBOSSED CDR CIBIMERCIAL V/ CORE r ;! 19 GAUGE .049 ION NUM, ALL CANTS !ff THIS ITEM, Le. FACE SHEETS, INTERNAL COMPONENTS AND MED$'ORCQIENTS ARE GALVANIZED STEEL CGNFORNIN0 TO ASTK 4924, TO ASTM 6659/46591. COMMERCIAL STEEL (TYPE 8), MATING DESITMATDBN A40, KMNVN COMMERCIALLY AS PRINTABLE GALVANICAL W/TENSILE STRENGTH 60 KU, AND YIELD STRENGTH NOR 43 KSI, ELONOATIm4 ON 131 STAINLESS STEEL' t 3/4• THICK X 0.048 MIK), SEE SHEET 4, 5, 6 6 T. -... . 3 3 8 GAUGE DOUR HINGE REINFORCING GALVANICAL STEEL DR STARLESS STEEL 1 2/4' X 10' X 8 GAUGE 4 3 8 GAUGE FRAME HINGE REINFIRCIG GALVANNEAL STEEL M STAINLESS STEEL. 1 1/2' X 8 3/4' X 8 CAUSE 5 1 STRIKE REINFORCING DRAKE1 GALVAAIEAI. STEEL LR STAINLESS STEEL' 1 3/8' X 7 5/16' X 14 GAUGE 6072 1I24) 6 AS REVD WIRE MASONRY FRAME ANCHORS STEEL V/ KR MCA STRENGTH • 4028141 AND MIN, TENSILE STRENOTM • 95.9 KW 9 1/8' LOG X 0197' )INN. DIAMETER 7 - AS REG'D GLEAM STUD ANCHORS 42 PIECE COMBINATI04) STEEL, AWN A-603, 9-60 GALVANNEAL 1 7/3' X 5 9/8' X 80 GAUGE 0039 MIN) V/ (4)99 X 1 0/9' VIT1D SCI 7A AS REG'D FMA BUTTERFLY ANCHOR (PART OPTI -008) STEEL 18 GAUGE STEEL SATIN COAT. • • • A. 8 AS RE014 WA ANCHOR BOLTS STEEL, V/ Fy 14 45,000 peg. 3/8' X 5' STEEL LICAN- SLEEVE ANCHSi • • • • 9 AS REST ROOM SCREW LAG MILT STEEL, V/ Fy 14 45,400 pa 3/8' x 6' • • 9A AS RECTO CARRIAGE ANCHOR DOLT STEEL, V/ Fy • 45,803 psi 3/8' -16 X 6' STEEL CARRIAGE eau CN HUT AND RASHER, Pr A 911 AS MGM F44. KS. SD STEM. CHANNEL THROWN BOLTING STEEL. V/ Fy • 49,00➢ pa 3/8' X 3 1/2' STEEL F.H. M.S. PER ASTK A -307 • • • • 9C AS RE91) STEEL WAND®- VELDINO _600X9 FLECTROME FOR G4LVANe4FJO. SIN}3.,E -308 ELECTS FOR STAINLESS STEELY 141 ON INSTALLAI'10N, KIN. 1/9'x3/8' STITCH VELD 10 3 HI ES-HAGER 881279, 82U621(0 OR STANLEY FB8179, F88168 STEEL 4.5' X 4,5' STANDARD VE84T 0134 MCC, ATTACHED TO FRAME V /l 11 1 RIM L7GT. VIN IMPRINT 98/991. X CYC X 18114 V/ 499 STRIKE PLATE AS PER 121161FACORFR'S CATALOG MIN MGT ATTACHED TO MGR 2//44) V4 -20+1' NSW STROCE 12 1 !CREME LGCi4 SCHALGE -1.9000 SERIES V/ DEAD 19(11 AS PER MANUFACTURER'S CATALOG HBRTESE LILT( ATTACHED W(9) 919 - 24x1/2' NEVIS • • -- • • 13 1 CYLINDRICAL UM* - SOILAGE D SERIES AS PER MANUFACTURER'S CAVILER ATTACHES TO =RIME PLATE VAS) 12- 24x1 /2' SCREVS 14 1 DEAD BOLTS - SEHLAOE B SERIES AS PER MANUFACTURER'S CATALTX3 ATTACHED TO STRIPE PLATE V /0) 8- 32x2/8' SCREWS , 15 1 VON MINN 39954 REMOVABLE MULLION 8189' THICK A 900 GRADE B STEEL ••• SECURED TO 499 STRIKE PLATE WITH C91 5/16.9- 18x3/4'OW MACS§ 1SA I WEATHER STRIP CNATERIA. GUARD PREEXISTS 61PONA) NEOPRENE ecnne WITH DOUBLE MN OF 11621/8' SKS SCREWS 8 1' rem EACH CAS PREDRD.LED 911 MANUFACTURER) • 16 1 THRESHOLD OY411ONAL SUM PRODUCTS 6908141) EXTRUDED ALUMINUM 0063 -79 AU-11Y) 5' x OXEN x 0080' THICK, ATTACHED TO SLAB V/ 3/16'' 1 NM F. H, V/ 1 1/4' KEN MOMENT LOCATED @ 2 3/4' REIM EACH END AND 10' 17 1 4 1/2' HIRE BAR REINFORCING MR DGGR GALVANICAL STEEL OR STAINLESS STEELK • 123' x 10' x 0134' KIN. THICK 18 1 DOOR SURFACE BOLT REI FO8OHG GALVANICAL STEEL aft STARLESS MEW 14 GAGE (0.074') x 1.687' x 3500' x 9300' LONG 19 AS REO'0 3/8' LORAN VISON LITE AS PER KANFACi1RER CDAYBAR INDUSTRIES. LTD) SEE SHEET 8 FOR DETAA.S 6 CE P06JITS 39A AS RIND 1/2' LEXAN VLF-E2-10 VISION LITE AS PER MANUFACTURER CATR LONERS, WC) SEE SHEET 8 FOR DETAILS 6 CUPO)TATS 20 1 0.75' THICK EXPANDED POLYSTYRENE DOOR COME OR 3/4' CELL PAPER FIO4rYCOl2 0175' THICK DGIR CORE EXPANDED POLYSTYRENE RILED SLAB RIGID SCAN TYPE L CC Ctl 4` CE8 RE ACHE PRUDUCTS YC WITH CURRENT NNEM DALE TENDED TO FAM SKEET WITH CONTACT ADHESIVE NELMIBOND 9 8330 -1 APPLICATION RATE OF 7 GRAMS PER =NC MN 134 ALL CORES 21 4 8' Lt86J 9 275 O HAAGERR SURFACE ffiT STEEL V/ US860 FINISH ENGAGED TO THE DOOR AT MP AND BOTTOM TO )LEADER 6 TERESN.0 RESPECTIVELY 6 FASTENED TO NOR V/ C4) 610-24 x 1 I/O' THOU MILT EACH CONNECTION, 22 AS REQ'D TAPN ARCHERS STEEL. 3/16' x l 3/4' 23 1 MORTISE LOCK AND RIM PANIC DEVICE REINFORCEMENT 8074' NIL THICC GALVANICAL STEEL ER STAINLESS STEMP SEE SHEET 19 FOR SU3MNJORS 24 1 8)61 CYLI7ORI CAL L.SCK AND DEAD BELT REINFORCEMENT SATIN cast STEEL OR STAINLESS STEEL. SEE SHEET 16 FOR RETAILS ES 1 DOUR SURFACE CLOSER REINFORCENEKT 0574' KIN. THICK GALVANICAL STEEL OR STAINLESS STEW 14 GAGE (8074' NSA) x 3 1/2' x 1.6879 x 16283' LENS. Zone) 26 1 =DR TO'/ 30TTO4 END CHANNEL 16 GAGE GALVANNEAL STEEL OR STAINLESS STEE1! 19 GAGE 04057" NW x 1.8125' x L4375. 27 1 •Z ASTRAGAL 0375' KIN. TH ECK A 5E0 GRADE 8 GALVANICAL STEEL OR STARLESS STEEP 6075' NR THICK 9 230' x 1216685' x 84' LONG. 88 1 IS MI SNAP IN TIP CAP 20 GAGE SALVE/EA. STEEL ACM A- 693, A-60OR STAINLESS STEW SEE SHEET 14 FIN SUM 29 AS ROM CAULKING. GE SILICONE II N/A 30 AS KEQ'D 995 OTV CORNING STRUCTURAL SILICONE ' N/A el AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksl AND Fu= 101,38 Ksl m f J '-gym F,B,C. (High Velocity Hurricane 40.51.0. RNma11xa01 1( Wa M ' . CIALVANNEAL OR STAINLESS STEEL DOOR T6 GALE DALVAraNEA1. DR maims STEEL FRAME FLUSH, EMBOSSED & BLAZED ASSEMBLIES AS SHOWN S e" IL ECO Ilea. / DAYBAR INDUSTRIES LTD 141 L L4„ ,8s 980 fq6 -6009 FM 909 4R -1004 ,/,6/95 DATE ?NUT INSTDIIO . IN9OA NG 4O91AN4 1.11 -2,. 71- Bli "B 217 00087,E MIEN A. Miff Jf. A E ROMA 412 1 44487 05 -110 DRAM: Me as x, WW1= 2n. x, 4981 n 1,14 co 04 91089 e SN47 19 0E19 14 MEWL • MM I��QADE • ••• • • • • • : • • • • • , •• • • • • • • • • • • • • • • • • • • • • •• • • • • .•• Your application for Notice of Acceptance (NOA Series 238 Aluminum Casement Window under Chapter 8 of the Code of Miami -Dade Cou Construction, and completely described herein, County Building Code Compliance Office (BCC ACCEPTANCE NO.: 01- 1002.03 WIRES: 10/31/2006 APPROVED: ;1/21/2001 \\ s045000I \pc2000 \ \teriplates\nodce acceptance cover pagedot Internet mail add • •• '. • • ' • • .• • • • •• • • • • • • • • • • • • • ••• • PRODUCT CONTRQI,, NOTIfsE QF ACCEPTANCE Construction Glass Ind'usti dnip& Itien : 7840 N.W. 62 ' d Street • •. • : : • • • • • • • • Miami ,FL 3166 The expense of such testing will be incurred by the manufacturer. MIAMI =DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 of Alternate Materials and Types of end&ii for acceptance by the Miami -Dade der the conditions specified herein. This NOA shalt not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office ess: postmaster ®buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com . • : • •: ' :• • • • •• . • • • : • • • • • • •• • • • • • • • 1 • • •• • • • •.• • • •• • • • • • • • Construction Gigs Ihd. Com. :.: ' • . ;• : ACCEPTANCE No.: 01- 1002.03 • •- . • • .:. ••• • • • • • • • • . • • • ••. ..•••••:' • • •..••• • • . 00 . : • ••• • • • •• •. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 1. SCOPE 1.1 This revises & renews Notice of Acceptance (NOA) No. 99- 0329.01, which was issued on November 18, 1999. It approves an aluminum casement window, as described in Section 2 of this NOA,, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "238" Aluminum Casement Window — Non - Impact & Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No W98 - 100, Sheets 1 through 6 of 6, titled "Series - 238 Aluminum Casement Window," prepared by Al Farooq Corporation, dated 12/04/98 and revised on 9/27/01, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade Count)' Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LINIITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this ystem Raul Rodriguez, hief Product Control Division • • •.• • • .: �:• ••• ••••• -• . • • • • • • • ••• • • • • • • • • • • • • • ••• • • •.• • • • • • . . Construction G1� Ifid • • • • • • • • ▪ •• • • • ••• ••• • ACCEPTANCE No.: 01- 1002.03 APPROVED: November 22, 2001 • • .• ••• •.• ▪ • ; • ; • • • ' • EXPIRES: October 31 2006 • • • • • • • : :.• •. •• • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the cprrect installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages l , 2 and this last page 3. END OF THIS ACCEPTANCE 3 / Raul Rodriguez, Chief Product Control Division