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383 3rd St RES20-0153 DoorOWNER:ADDRESS:CITY:STATE:ZIP: GAJEWSKI THADDEUS J 383 3RD ST ATLANTIC BEACH FL 32233-5231 COMPANY:ADDRESS:CITY:STATE:ZIP: BUTTERFIELD REMODELING LLC 4220 PLANTATION OAKS BLVD APT 1516 ORANGE PARK FL 32065 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169825 0100 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 383 3RD ST RESIDENTIAL WINDOWS/DOORS DOOR $899.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $55.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $27.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $86.50 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 7/1/2020 PERMIT NUMBER RES20-0153 ISSUED: 7/1/2020 EXPIRES: 12/28/2020 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 7/1/2020 PERMIT NUMBER RES20-0153 ISSUED: 7/1/2020 EXPIRES: 12/28/2020 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $90.50 RES20-0153 Address: 383 3RD ST APN: 169825 0100 $90.50 BUILDING $55.00 BUILDING PERMIT 455-0000-322-1000 0 $55.00 BUILDING PLAN REVIEW $27.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $27.50 STATE SURCHARGES $8.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R12225 $90.50 Printed: Wednesday, July 01, 2020 9:53 AM Date Paid: Tuesday, June 30, 2020 Paid By: BUTTERFIELD REMODELING LLC Pay Method: CHECK 5944 1 of 1 Cashier: CT Cash Register Receipt City of Atlantic Beach Receipt Number R12225 RES20-0153 \ JELDWEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6-8 /NSWING /MPACT GLAZED S/NGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODY /NC. AND ENDURA PRODUCTS /NC. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 201-94 TAS 202-94 TAS 203-94 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT REQUIRES PROTECTIVE COVERING IN ACCORDANCE TO THE FBC IN HVHZ RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021" min) thickness. Galvanized steel A-525 commercial quality AKDQ per ASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density, by Jeld-Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021" min) galvanized steel. The face sheets at top and bottom are bent 90' over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21" high x 1.688"wide. The sides ofthe face sheets are roll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact 1" IG. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endura. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4-9/16" x 1 -1/4". The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7/16 " crown x 2" long staples on each side. Glazing: ODL insulated lite is 1 " overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into the panels. LU < E C\1 00 lE CD LJ I X TABLEI 'Ill'lllilli, POSITIVE NEGATIVE i 4/1/ 1 , 37 1/2 MAX. FRAME WIDTH 35 3/4 MAX. PANEL WIDTH 20 1/2" - MAX - D.L.0. 7 7 E> 1 \\\)1 X <C SINGLE INSWING UNIT (X) SCALE: 1/2" =1'-0" 0 n CD LU I -1 LU Z X C) r. CD LU I LU < E 00 3 OPP.1/ 74" MAX. OVERALL FRAME WIDTH 36 1/2" MAX. PANEL WIDTH W/ASTRAGAL 1> 20 1/2" MAX. D.L.0. INACTIVE 1 i ill 20 1/2" MAX. D.L.0. ACTIVE V V 1 to2 4 DOUBLE INSWING UNIT (XX) SCALE: 1/2" =1'-0" ALL DOOR MODELS ARE V/EWED FROM THE INTERIOR SIDE DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OR PROTECTED BY OVERHANG. * WHERE WATER INFILTRATION REQUIREMENT IS NEEDED. NOT APPROVED NOT APPROVED +60.0 PSF -65.0 PSF * Unit shall be installed at location protected by overhang such that overhang ratio (OH) = OH length/OH height greater than 1.0 SHEET # 1 2 3 4 5 6 7 TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS VERTICAL CROSS SECTION & BILL OF MATERIAL HORIZONTAL CROSS SECTIONS OPTIONAL 1 X BUCK IN MASONRY/CONCRETE CROSS SECTIONS ANCHORING LOCATIONS COMPONENT DETAILS UNIT COMPONENTS X < ZE ill 0 0 1> \ \>l 3 X < 0 -1 0 N CO REF ASTRAGAL BOLTITEM #12 NOTES: 1 - ALL VIEWS FROM INTERIOR. 2 - FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 3 - FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN MASONRY/CONCRETE. SEE SH@T, 41'lii}17 DETAILSA .///' - : . 7 E C Digitallysigned by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.02.09 11:11:05 -05'00' E*.3*E S -0 TT iCE =612 . "'...M *O'KE47 25=10.M/60*7 39-8PAIdEROAllBISIC S# 338 FBPE CEA'fhBI M*WIo. 29578 00 LO X CD LIJ I -'1 LI_1 Z a_ C) r 0 #0 2 CASO W OOD (\1 CD' 1 7-- t O C\to 2. 26% 6% = -S =- S S0 - CO LO LD A A LL --Z CO -C -E % IM 2 LLI CD 01- Ld i aND 0< O J e 2(-58 -1- O 0- 0 0 1 W00-J ORm D U CD O &20 Akry Z (0 -Ld0 -1 k0 0- 0 (/)0 r5 286 L,_0 > Z LU 0ko F Z O<0. LU 4- c) En 09 00 Sko Fr LO LLIO 0 CD 0 00 00 LU n Z 0 > LIJ DATE: 2/5/08 SCALE: AS NOTED DWG. BY:EAG 5 b LU Z 0 > LU -1 LU Z LU CD 0 \LJ 1\ A ..0 04 9-- Z 0 A (f) 510 UZ LJ Old IZ CHI<. BY:S. SAFFELL DRAWING NO.: JW0509-04 SHEET 1 of 7 -1 <C LLI Z LIJ CD 03 Z 0 > LIJ 1/4" MAX. SHIM THK. LIJ <C LL =1 <C h- I CD LIJ I X <C C\1 00 1 1/2" MIN. EMB. SEE - DETAIL A SHT. 7 1 11 5 0 X <C 00 LO 1" MIN. 15 9 24 21 21 21 1" MIN. EXTERIOR 21 - 1" MIN. ·1·1" MIN. , 18 -1" MIN. ls____1" MIN. . •03 *\ 1-U 3 * d 3 <11 1/4" MAX.----4= 20SHIM THK.««f-lf/t/ SEE-4 )] ffi)/DETAIL A 29* 7 -(1SHT. 7 28 LL-XS)-' 930 21 30 SEE -I 1- SHT. 6 9 LIJ I 23 LIJ <C 22 CK LL /NTER/OR 21 27 (34 11 /-1 :. - 9 1 .-1. 1 1/2" MIN. EMB. 18 - 1" MIN. , · 1" MIN. - 3AVERTICAL CROSS SECTION TYP, -'lgy IFOOD FRAME INSTALLATION SCALE: 6" =1'-0" X <C21 6 30 00 9r- -1 -1 <C 1 35 11 0 n C\1 CD X < 00 Lf) ! 1" MIN. 24 21 21 EXTERIOR 21 SEE -DE\Vt>- GSHT. 6 22 INTERIOR 21 30 if31]0 - r -0 10 Z 1 - 1" MIN. 21 3BVERTICAL CROSS SECTION TYP. --' <gy CONCRETE INSTALLATION SCALE: 6" =1'-0" 30 31 32 33 34 35 36 21 22 23 24 25 26 Tl 28 29 Item 1 2 3 4 5 6 8 9 11 12 13 14 15 16 17 18 19 20 NOTES: D D D DESCRIPTION SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) 4" x 4" BUTT H/NGE 12GA. (.089" M/N) #9 x 1" PHILLIPS FLATHEAD WOOD SCREW #10 PHF SCREW WITH 1 1/2" MIN. EMBED. #10 X 2" PH/LL/PS FLATHEAD WOOD SCREW #8 X 3" PHILLIPS FLATEHEAD WOOD SCREW #8X1 " PHILLIPS FLAT HEAD WOOD SCREW COMPRESS/ON WEATHERSTRIP (Q-LON QDS-650) /NSW/NG ADJUSTABLE THRESHOLD (ENDURA) ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18" ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB 16 Go. 7/16" CROWN x 2" LONG STAPLES KW/KSET LOCK SER/ES 400 KWIKSET DEADBOLT SER/ES 780 ENDURA ULT/MATE HURR/CANE ASTRAGAL 2x WOOD BUCK 2x WOOD BUCK NON COMPRESSION SH/M DOW 995 S/L/CONE SEALANT 1 " /MPACT /G ASSEMBLY BY ODL 1/8" TEMPERED GLASS 3/8" LAM/NATED ANNEALED GLASS LOCK BLOCK TOP RAIL (FINGER JOINTED LVO BOTTOM RA/L (25GA M/N GALVAN/ZED STEEL) EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD-WEN) STEEL DOOR PANEL SK/N MATERIAL (24GA GALVAN/ZED) A-525 COMMERC/AL QUAL/TY 0.021 " MIN. THICK.) ODL LIm ALLEN FRAME (ALUM 6063 15) H/NGE S/DE ST/LE (F/NGER JOINTED LVL) LATCH S/DE ST/LE (F/NGER JOINED LVU #8 x 2" PHILLIPS FLATHEAD WOOD SCREW /NSW/NG V/NYL DOOR BOTTOM SWEEP 3/16" ITW BUILDEX TAPCON WITH 1.25" MIN. EMBEDMENT OPT/ONAL 1 x WOOD BUCK Material PINE PINE STEEL STEEL STEEL STEEL STEEL STEEL V/NYL ALUMINUM STEEL STEEL STEEL STEEL STEEL ALUM/NUM WOOD WOOD S/L/CONE GLASS GLASS GLASS WOOD LVL STEEL FOAM STEEL GALVANIZED ALUMINUM LVL LVL STEEL V/NYL STEEL WOOD FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE SHEET 5. MASONRY AND CONCRETE INSTALLATION DETAILS. FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. 2 35> : ..r :O : -.7·. : S :*E % 1&,ab1*M/50&00 39dk,DAN#»08191£3**338 FBPE CEA'fhBI M*WIo. 29578 I 1- LO 0 CD LL Z 0 1- n LIJ r 0 #0 2 CASO W OOD (\1 CD' 1 7-- t O C\to 2. 26% 6% = -S =- S S0 - CO LO LD l A A LL -- /4% M -C -Ci % IM 2 Ld CD 01- 6.18 2 OND 0< 0 3 01 k (58 -1-0 0 0 0 1 LU 00-J 02% UCD 0 E=0 1-krr (f)(f) 5 Z 0-t. 0 3 224= 82 0 0 0- 0 u CD 0 r5 u-)900 1/=10 9-- LLJOO 50 0% > W0 Z IJ 0 0 LU n Z 0 > LIJ DATE: 2/5/08 SCALE: AS NOTED 5 b LU Z 0 > LU DWG. BY:EAG 0 \LJ 1\ A ..0 04 9-- Z 0 =U 0< LL| P (f)< (f)= 0 QSLL 00 UU SJ as LU CHI<. BY:S. SAFFELL DRAWING NO.: JW0509-04 SHEET 2 of 7 CD 0 00 00 -1 <C LLI Z LIJ CD -1 LU Z LU CD 03 Z 0 > LIJ MIN. 1" MIN. 435 5 4 35 1" MIN. 1" MIN. MIN. 1 " MIN. 1 1/2" MIN. -7 1 /4" MAX. EMB.-1 SHIM, SEE DETAIL A -9 SHux 7 r-\13 9 1 33 8/4 /L | 25'"\ CS>-/ 32 n /N reCA\ HORIZONTAL CROSS SECTION TYP, '--'\Q.j WOOD INSTALLATION (SCALE: 6" = 1 1/4" MIN. EMB. 1'-0") 30 28 29 \ \\ I t 1/4" MAX. SHIM SEE DETAIL A - SHEET 7 15 33 8/ / + j1 1 ]I J1 1--:--»j<-----f----j----jj-»- / 11 j 4 rri C ) HORIZONTAL CROSS SECTION TYP. '-'\Qy CONCRETE INSTALLATION (SCALE: 6" EXTERIOR /NACT/VE 1» X SEE DETAI L G SHT. 621 21 x (Irt/) 341 INTERIOR 2321 >\ T SEE DETAIL G SHT. 6 21 22 / INTERIOR 11 11 HPIL ..6 23 21 30 M II 91- 1- 19 d Z 1 1/2" MIN. EMB. SEE DETAIL ASHEET 7 \\0 9 31 MIN. 5 6 (29 28 ®-/ r68\ HORIZONTAL CROSS SECTION TYP. '--'\'»17 WOOD INSTALLATION (SCALE: 6" -1'-0" ) M I I * 1- 19 d Z - 1/4" MAX. 7 SHIM -- SEE DETAIL A SHEET 7 1 45 9 31 1 1/4" MIN. EMB. 3 4 1" MIN. 1" MIN. / 1 N. · 1" MIN. 1" MIN. (29 L9--P-h_js-- ,L€) 4-(3451 rrD HORIZONTAL CROSS SECTION TYP. '-'\Qy CONCRETE INSTALLATION (SCALE: 6" -1'-0") *3-\ 1 :· ' . 11,N Uk ACTIVE 1\INTERIOR J (3/ (B»/ l \ tl*-/ \ ASTRAGAL CROSS SECTION TYP. U-//(SCALE: 6" =1'-0") NOTES: ASTAGAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE 08 X 3" PHILLIPS FLAT HEAD WOOD SCREWS. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ITW BUILDEX TAPCON. FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE SHEET 5. FOR HORIZONTAL ANCHOR iN 1 X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION O*S)f.JA *'SONG AS MINIMUM EMBEDMENT IS ACHIEVED. f 2/0 ...10 1 7 :' C E*.3*E S -0 TT iCE =612 . "'... , CH el 90'ZE.47 240 '*.69p .. ,.770> 0/ 9011.DI,10·0,16s»r <> FBPE CEA'f/(B, M*11 RIO. 29578 r- 0 r-70 2 052 uM o m o ce cv 7,4 26% 6% LZ_]f m = 1 1 /11 0 -'Co 10 10 ) A A LL _ _* 2 -c -E % Id CD 01- 6.1 8 2 0< OUQI k (58 0 < LU 00-U aRE J CD O Ego 1- k n- Z e 3g DOPCD 2242 o Z k0 a- 0 C,) CD W Z MOO14-0 2 > Z LU oro F z -10 n < r, Li_1 - LO CD c 0 LO - 00 -\0 0 - 10 C\1\\ 9-- LLIn 0 LU n Z 0 > LJ Of -1 LLI Z LIJ CD b 03 LU 5 62 CD 0\ 00 \\ m Z 0 > LJ 05 -1 <C LU Z LIJ CD 0 1\1 0 I Z 0 0 LU 0 Qf 0 DATE: 2/5/08 SCALE: AS NOTED DWG. BY:EAG CHI<. BY: S. SAFFELL DRAWING NO.: JW0509-04 SHEET 3 of 7 0 - <C n N 40 Z m Z 0 > LJ CK - 1" MIN. 1 " MIN. 1=L) -__fl_1_1 " MIN. cn · \LU Z"- 5 1 ' -- 1/4" MAX. SHIM THK. 53> /' ', , , ..\ SEE-)31 f ff /r-% DETAIL A -9SHT. 7 (@1, 1 /1/ A281G>-/1 :> 0......:/T- - SEE' SHT. 6EXTER/OR .DETAIL G LU /-\Em L24 q--fl 8 \ : 0 INTERIOR 00 21 .r.. ..".:.: i 1--\ 2" MIN. ·, 1_IL /VT__TJY 4]1*JIP' h: 1 - 1 MIN. r2AVERTICAL CROSS SECTION TYP. '--'\,d_j OPERATING UNIT 1 X BUCK OPTION IN MASONRY/CONCRETE (SCALE: 6" =1'-0") C\1 CD 0 --j 0 00 LO 1 " MIN 64 . 1 A 1 1/4" MIN. EMB. 1 " MIN.Fl 1" MIN. 1" MIN. 1" MIN. 9 1 1/4" MIN. EMB. 1 \\ MIN. „1 MIN. 33 t r24*" HORIZONTAL CROSS SECTION TYP. J j-'\dy OPERATING UNIT 1 X BUCK OPTION IN MASONRY/CONCRETE (SCALE: 6" =1'-0") SEE DETAIL G SHT. 6 EXTERIOR 22 INTERIOR rmys-ff32 1/4" - MAX. SHIM , 1 1/2" MIN. EMB. \ 21 1/4" MAX. SHIM ''-111 (L) X SEE DETAL A ON SHEET 7 21 30 28 29 EXTER/OR 22 1 1 ---SEE DETAIL ASHEET 7 15 25 2 30 1 23 21 1 1/4" MIN. EMB. 1/4" MAX. SHIM INTERIOR SEE DETAI L G SHT. 6 1 1" SEE DETAIL A MIN. SHEET 7 1.il MIN. II W 1- 31 1" 1- 6 2E\ HORIZONTAL CROSS SECTION TYP. -'\«y OPERATING UNIT 1 X BUCK OPTION IN MASONRY/CONCRETE RIGHT HINGE SHOWN, LEFT HINGE OPPOSITE SHOWN (SCALE: 6" =1'-0") NOTES: FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 &#34),SEE SHEET 5. OPT/ONALLY, ANCHOR CAN BE PLACED IN NARROW SECT/ON OF HEAD OR JAMB AS LONGAS MINIMUM EMBEDMENT /S ACH/EVED. CONCRETE/ __ OPT/ONAL MASONRY/CONCRETE /NSTALLMASONRY 5 CROSS SECTION OF HEAD OR JAMB OTHERS 2 35> : ..r :O : -.7·. : S -P ' //,40'ADI,10·Mrops*P 00 '61#/# BEACH,-FL 2<*FBPECE*f/# M*18 No 29578 Z 0 1- n LU I 1- LO LU CD Ld i 0<OUQC2(-58 -1- 0 0 0 O <LU00-Unam D J 0 O A k n< Z OS 0 0- 0 IJ CDCD 5 50 0E > W0 Z J0i0 r- 0 r-70 2 052 uM o m o ce cv 7,4 26% 6% LZ_]f m = 1 1 0 -'Co 10 10 ) A A LL _ _* 2 = -E % 0 m LL 0 LO - 00 -\0 0 - 10 C\1\\ 9-- LLIn 0 CHI<. BY: S. SAFFELL SHEET 4 of 7 -1 LJ Z LIJ CD LU n Z 0 > LJ Of b 03 LU 5 62 DATE: 2/5/08 SCALE: AS NOTED DWG. BY:EAG DRAWING NO.: JW0509-04 CD 0\ 00 \\ m -1 <C LU Z LIJ CD Z 0 > LU 05 0 - <C n N 40 Z U) Z Z0 JO JI-1_1 0 JQI%0 0> AQS C_Z 00 OW 0 m Z 0 > LJ CK g a. I 01 0 -1 <C + CD LLI nA LIJ LU LU LU I -16" 1 \.- j (8) 00 ro CD to 5 35 TYP. 9 -16" _1 0 -@-2=3*YP.- \Tm 1 ./= 37 1/2" -j <C 0 CL f ANCHORING LOCATIONS INSWING SINGLE UNIT (X) SCALE: 1/2" =1' -0" . SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6t'-)%- 00 -r,n CIO g 00 irD SEE DETAIL B SHEET 5 00 a_ 2= ... SEE DETAIL B SHEET 61 1 ..C M 3 0 6 " |- 12" t 12" t 1 2" t 12" t 1 2, 1 -21 lilli C 5 TYP. 35 If) SEE DETAIL D SHEET 6 - v- 35 i 5 TYP.-R _ (D r, 0 -- /O ' Iii i i SEE DETAIL A SEE DETAIL A -. SHEET 5 SHEET 5 6. --12" --12" -12412" 1 12" - 74" 1ALL DOOR MODELS ARE VIEWED 1]FROM THE EXTER/OR S/DE \1 (.) 1 SEE DETA/L E SHEET 6 ANCHORING LOCATIONS DOUBLE INSWING UNIT DOM SCALE: 1/2" =1'-0" ---=.:Ii:E / DETAIL A SCALE: 3" =1'-0" DETAIL B SCALE: 3" =1'-0" 6 D 6 m m 0 00 ir) 00 g 00 rr) 2 35> : ..r :O : -.7·. : 3940*1*1(#3»00**81*b., sp 338 FB PE CEA'f,11 MS$8 NO. 29578 r- 0 MO 2=52O W O cr) O,1 At %46 0 -iCD L.0 L.0 A r·- LL -- r·rl - # 16 a. ar 6 2 Ld CD 01- Ld 2 032©5 0 0 < Ld00-UaRE J CD 0 1- k n< (/)(O 5 Z 5 D 00 23 8 z r 0 a_ O G CD :5 rZModLLM B 50 Z LU 00 F z LU Qi c- LOG< LOSOO LU 0 0 -1 <C LiJ Z LLI CD LU n Z 0 > LIJ b 03 LU 5 CD 0\ 00 \\ m DATE: 2/5/08 SCALE: AS NOTED DWG. BY:EAG CHI<. BY:S. SAFFELL DRAWING NO.: JW0509-04 SHEET 5 of 7 -1 LLI Z LIJ CD Z 0 > LU 0 LU r- < n C\1 09 Z 0 F= 0 (/) OJ 0 Ld Z 0 43 I 0 Z Z 0 > LIJ CK - 4 9/16" - ill -51< ifff/r T--=1 f r /V V*)8 1/8"4 \ - -0 f •- 4\ 1 1/2" ANCHOR @ EXTER/OR S/DE 1 EXTER/OR (3*1 1/4"(1>\ @ 1 / /1 /NTER/OR (Gr 4 DETAIL A - HINGE MOUNTING DETAIL SCALE: 3" =1'-0" DRILL 5/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD x 1 -3/8" DEEP WITH PLASTIC INSERT (AT SILL) \\ 6 n INTERIOR EXTER/OR DETAIL E TYPICAL ASTRAGAL RETAINER BOLT HOLE SCALE: 3" =1'-0" CD r. DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1 -3/8" DEEP 1 DET AI L B THROWBOLT STRIKE PLATE MOUNTING SCALE: 3" =1'-0" (ji« 00 0 0-4 0- 0 0 0 0 = A 1\ 00 00 .A 00 A 0 .r- 00 :A 00 nA 00 -1 9-- =n 2 ' ))Il V,1 33 35 DETAIL C STRIKE PLATES TO JAMBS SCALE: 3/8" =1'-0" -1 -TYP.- m 7 00 irD DETAIL F - ENDURA ASTRAGAL FASTENER SPACING USE #80cl" PPH WS SCALE: NTS 5/8" GLASS_ BITE 5 1/2" <-I 1 DETAIL D STRIKE PLATES TO ASTRAGAL SCALE: 3/8" =1'-0" 1/2" x 1/4" CU-D SPACER M XI 21 - Uj F 1/8 " TEMPERED GLASS + 4- 1/2„ AIR SPACE l\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\' \ 4 0.090" PVB /NTERLAYER BY EXTERIOR SOLUT/A -4-(21)1/8" ANNEALED DETAIL G - ODL GLAZING DETAIL ISULATED GLASS SCALE: 6" =1'-0"/»«170*Pt 2 35> : ..r :O : -.7·. : :*E <> 1AL[)/Re:'0*/64if39dk,DAN#»081*53**338 FBPE CEA'fhBI M*WIo. 29578 0 CD LL I 1- LO Z 0 1- n LIJ r 0 Z: 04 -C; a) r_ a)#0 2 CASO CO O CY) C\1 CD' 1 M t N N Or & 6% 9 0 -| CD LO LD A t. LL --Z CO -C -E % LU CD 01- U.1 8 2 OND 04O J k2(08 -1- O k o 0 1 W00-JQ2m D U CD 0Ega Z ED0025 k0 0- 0 ij CD 0 :5 LOSoo SAO LU 0 0 50 0% > W0 Z 200 -1 <C LLI Z LIJ CD LU n Z 0 > LU b LU Z 0 > LU -1 LU Z LU CD DATE: 2/5/08 SCALE: AS NOTED DWG. BY:EAG 5 0 \LJ 1\ A \n 04 9-- CHI<. BY:S. SAFFELL DRAWING NO.: JW0509-04 SHEET 6 of 7 CD 0 00 00 1- Z LLI Z 0 0- 0 0 -1 <C 1- LIJ 09 Z 0 > LIJ 4 9/16" -iltili1/'1!1%\r- 2 3/16" ---- WOOD JAMB FINGERJOINTED PINESCALE: 6" =1'-0" 2 1/2" 0 0 00 LO X'-0-1 0 0 1/16" (Min) 0 0 3 BUTT HINGE 4 oc4 z12 GA.SCALE: 6" =1'-0" al :1 - 1 1/4" 5/8" 11/16" r-- 1«9/16" COMPRESSION WEATHERSTRIPQDS-650 SCALE: 6" -1'-0" 3 1/8" ASTRAGAL STRIKE PLATE ENDURA ALUMINUM AST'RAGAL LOCK BLOCK WOODSCALE: 6" =1'-0"SCALE: 6" =1'-0"SCALE: 6" =1' -0" 18" ASTRAGAL BOLT - MAT.- C/R STEEL ROD ZINC & YELLOW CHROMA TESCALE: 6" =1'-0" 3/16" C-SINK.-11-r-NOTE 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS.< - 2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS.3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL A COUNTERSINK DETAIL SCALE: 1/4" =1'-0" 00 LO 4 1 3/16" . 26 (0 1.688" 4 9/16" td// L i A - INSWING THRESHOLD ((ENDURA ) PT#ZAILAA4565LP SCALE: 6" =1'-0" 31 TOP RAIL (LVL) HINGE STILE (LVL) 32 LATCH STILE (LVL) SCALE: 6" =1'-0" 5/16" 1 11/16" _n FL. I 1/8- -- M) - BOTTOM RAIL STEEL. 25GA MIN. GALKSCALE: 6" =1'-0" - 1 3/4" |- 04 -1 3/4"- 7/8" 00I « 1" » 1 f'12 -/0-TO - ODL ALLEN FRAMEALUMINUM 6063 TS DOOR BOTTOM SWEEPSCALE: 6" =1'-0"SCALE: 6" =1'-0" /»«170*Pt 2 35> : ..r :O : -.7·. : :*E <> 1AL[)/Re:'0*/64if39dk,DAN#»081*53**338 FBPE CEA'fhBI M*WIo. 29578 C) r 0 Z: 04 -C; a) r_ a)#0 2 CASO CO O CY) C\1 CD' 1 7-- C O N O 0 LOOLOIfi a. O co oo12= 7% =- S S0 -| CD LO LD A t. LL --Z CO -C -E % Ld CD 01- LLI OND 0< 0 O CLU00-JaRE J CD 0Ego 1-krr (f) 0 5 Z 0-t. 0 21 224= 82 0 k0 0- 0 =Le00 :5 ,,Z . MgoLL(f) Z 25 0Qfo F z LU 4- v _,_LUn "-\ 0 Y.- LO LU 0 0 LU n Z 0 > LU -1 <C LLI Z LIJ CD 5 Z 0 > LU -1 LU Z LU CD DATE: 2/5/08 SCALE: AS NOTED DWG. BY:EAG 0 \LJ 1\ A \n 04 9-- CHI<. BY:S. SAFFELL DRAWING NO.: JW0509-04 SHEET 7 of 7 CD 0 00 00 b LU 1- Z 1- Z LU Z 0 0- 0 0 09 Z 0 > LIJ