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1830 Live Oak Ln RES20-0176 DoorOWNER:ADDRESS:CITY:STATE:ZIP: JOHNSON DAVID R 1830 LIVE OAK LN ATLANTIC BEACH FL 32233-4510 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: 172020 0740 SELVA MARINA UNIT 10A JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1830 LIVE OAK LN RESIDENTIAL WINDOWS/DOORS ONE 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 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: 7/14/2020 PERMIT NUMBER RES20-0176 ISSUED: 7/14/2020 EXPIRES: 1/10/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $86.50 2 of 2Issued Date: 7/14/2020 PERMIT NUMBER RES20-0176 ISSUED: 7/14/2020 EXPIRES: 1/10/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $90.50 RES20-0176 Address: 1830 LIVE OAK LN APN: 172020 0740 $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: R12311 $90.50 Printed: Tuesday, July 14, 2020 9:38 AM Date Paid: Tuesday, July 14, 2020 Paid By: BUTTERFIELD REMODELING LLC Pay Method: CREDIT CARD 344999775 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R12311 1 3 8 4 5 6 1 2 JELI*WEN® CONTOURS STEEL DOOR, WOOD EDGE FULL LITE, 5-4 X 8-0 (O/OXO) INSWING/OUTSWING 24 GA. NON-IMPACT DOOR SYSTEM GENERAL NOTES . THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330-02, E331-00, E283-04 & AAMA 1304-02. DOOR SYSTEMS HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE (WD) 3. . 2X AND 1 X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. . PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. . FOR DESIGN PRESSURE RATING SEE TABLE 1, SHEET 1. . SCALE BASED ON 11 x17 SHEET SIZE. . ALL 1 X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. . FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED ON ALL UNITS WHERE RELEVANT. . PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS 1.0. DOOR LEAF CONSTRUCTION: FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANDED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE (.021" MIN) GALVANIZED STEEL. THE AVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40,300 psi. THE FACE SHEETS ARE BENT 90° OVER THE 1.688" X 1.0" LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688" X 1.203" BOTTOM RAIL CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE (.018" MIN) STEEL. THE LOCK BLOCK IS 1.688" X 3 1/8" X 12" FINGER JOINTED PINE. INSULATED GLAZING CONSISTS OF TWO 0.125" TEMPERED GLASS PANES SEPARATED BY A 0.25" AIR SPACE. ODL LITE FRAME MEETING STEEL SKIN RECEIVES DOW 1199 SILICONE OR EQUIVALENT. SIDELITE CONSTRUCTION: EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0.125" TEMPERED GLASS PANES SEPARATED BY A 0.25" AIR SPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM FRAME CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OF WOOD. THE FRAME CORNERS ARE JOINED USING RABBET JOINTS, SILICONE SEALANT AND FOUR 16GA X 7/16" X 2" LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. 1" X 1/2" CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16" X 2" STAPLES. INSWING OUTSWING '1111111 illllll1 POSITIVE NEGATIVE POSITIVE NEGATIVE TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF S.S. (0.087") ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 0.50" AIR GAP. SHT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TABLE 1 TABLE OF CONTENTS 1 DESCRIPTION GENERAL NOTES INSWING ELEVATIONS INSWING ELEVATIONS & BILL OF MATERIAL INSWING VERTICAL CROSS SECTIONS INSWING VERTICAL CROSS SECTIONS INSWING HORIZONTAL CROSS SECTIONS INSWING HORIZONTAL CROSS SECTIONS OUTSWING ELEVATIONS OUTSWING VERTICAL CROSS SECTIONS OUTSWING VERTICAL CROSS SECTIONS OUTSWING HORIZONTAL CROSS SECTIONS OUTSWING HORIZONTAL CROSS SECTIONS ANCHORING LOCATIONS ANCHORING LOCATIONS ANCHORING LOCATIONS & DETAILS UNIT COMPONENTS DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR WITH & WITHOUT SIDELITE(S) AND/OR TRANSOM +50 -50 +50 -50 NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE CONSTRUCTION Digitally signed by Hermes F. Norero, P.E Reason: I am approving this document Date: 2014.12.09 17:11:33 -05'00' > f:S F.40 ",....... 1<7S .2? /. 0 .. . 7 .-..E*. -6*E Z-0. TT :Cr C274% SO 9,P./ M.E 5 t*, FLO I . .7@¢>8« 0* ,<1·61*,n,£16#909#S »e/2 QUAIWIA BEACH %*#53¢0'//PAVIA@NMJEL040>FBPE CE[*AmoR'i'ti-1'0. 29578 ** : - 6 0 LU (19 0 0 LU 0 0- 09 89 LU 1 U) LU- M -1 D _1 0U #D Z L_ 0 0 T- 0 CD CS 1 >m 4 0 20490- IL NZ LU 00 U.13FF93<9 6 58 M : IN _II -j CO Z 0. LU 0 0 0 1- 0 <C CL Z 0 Z e DATE:12/31/09 LU 06 0 0 0- LU D 1- UJ D 2% ·0 0-0- % m 21 CO LU CO 0 25 r- 0 C\1 U) UJ 1- 0 Z < CK LU Z LU CD LLI 1- <C 0 Z SCALE:1/2" = 1' DWG. 86.LUBBECKE CHK. BY:S. FREY DRAWING NO.: JW172009 LU CD Z I 0 UJ 0 0 0 [n SHEET 1 oF 16 (/) Z 0 > LLI CK 2 I e LU I -1 LU Z X 0- CS UY -3 D 6 * NOTE 2 CO S 6" MAX. D.L.0. V 25 <1 tb V , V 1A (fID / NOTE 2 / S 64 1/2" MAX O.A. WIDTH 58 1/2" MAX. D.L.O. \ V ,21 1/8" \MAX. - D.40. WIDTH 'h1 /)1 111 V V tb NOTE 2 W E 6 F 6 NOTE 2 NOTE 2yohU.AL/12" MAX.35 3/4" MAX _ ' ': PANEL WIDTH - TYP. 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NOTE 2 U -1 X1/5-h § 3t NOTE 2 35 3/4" MAX.-1 PANEL WIDTH SINGLE UNIT (0/X) 1- I LJ I r lo CD 0* Item 1 2 3 19 20 21 22 23 24 25 26 27 28 29 30 31 34 35 36 37 38 39 40 41 42 43 44 45 46 11 12 13 14 15 16 17 18 4 5 6 8 9 10 32 33 DESCRIPTION HINGE JAMB (1 1/4" X 4-9/16" FINGERJOINTED PINE) HEAD JAMB (1 1/4" X 4-9/16" FINGERJOINTED PINE) LATCH JAMB (1-1/4" X 4-9/16" FINGERJOINTED PINE) SIDELITE JAMB (1-1/4" X 4-9/16" FINGERJOINTED PINE) #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2" MIN. EMBEDMENT 4" X 4" BUTT HINGE 12GA. (.098" MIN) #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW #10 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW 3/16" ITW BUILDEX TAPCON WITH 1 1/4" MIN. EMBEDMENT COMPRESSION WEATHERSTRIP (QEBD-650) INSWING THRESHOLD ENDURA MODEL LZAILP5625RDSR 6063-T5/COMP. #8 X 2 1/2" PHILLIPS FLAT HEAD WOOD SCREW ITEM NOT USED #8 X 1" FLAT HEAD WOOD SCREW SIDELITE/FIXED PANEL SEAT, Z60 SERIES (ENDURA) TOP RAIL LAMINATED VENEER LUMBER (LVL) BOTTOM RAIL 25GA. (0.018") GALVANIZED STEEL HINGE SIDE STILE LAMINATED VENEER LUMBER (LVL) LATCH SIDE STILE LAMINATED VENEER LUMBER (LVL) LOCK BLOCK 1-11/16" X 3-1/8" X 12 FINGERJOINTED PINE TREATED ODL LIP-LITE FRAME 1/2" O.A. INSULATED TEMPERED GLASS 16 Ga. 7/16" CROWN X 2" LONG STAPLES CORRUGATED NAIL 1/2" X 1-1/16" 25 GA. KWIKSET LOCK SERIES 400 KWIKSET DEADBOLT SERIES 660 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE NON-COMPRESSION SHIM EXPANDED POLYSTYRENE (1.0 TO 1.25 pcf DENSITY) MFG BY JELD-WEN STEEL DOOR PANEL SKIN MATERIAL (24 GA GALVANIZED) A-525 COMMERCIAL QUALITY 0.021" MIN. THICK.) INSWING VINYL DOOR BOTTOM SWEEP CORNER PADS 2", LOCATED AT THE BOTTOM OF EACH JAMB LEG SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP OUTSWING THRESHOLD AFCO MODEL 117TH973 MULL POST, EDGE GLUED FINGERJOINTED PINE ROUNDED SCOTIA SILICONE BEAD DOW 1199 JAMB, 1-1/4" X 4-9/16" FINGERJOINTED PINE OUTSWING THRESHOLD AFCO MODEL J-2297 ITEM NOT USED 6063-T5/COMPOSITE 6063-T5 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE 11/16" O.A. W/ SINGLE STRENGTH (0.087") ANNEALED GLASS I.G. CORNER TRIM ALUMINUM GLAZING SPACER GLAZING CLIP SASH Material PINE PINE PINE PINE STEEL STEEL STEEL STEEL STEEL FOAM ALUM./COMP STEEL STEEL PLASTIC LVL STEEL LVL LVL PINE PLASTIC GLASS STEEL STEEL STEEL STEEL STEEL WOOD WOOD FOAM FIBERGLASS VINYL FOAM ALUM./COMP. PINE PLASTIC SILICONE PINE ALUM./COMP. WOOD GLASS PLASTIC AL./SEALENT CELLULAR PVC CELLULAR PVC NOTES: 1- ALL VIEWS FROM INTERIOR. 2-MASONRY AND CONCRETE CONSTR 999#H.",/,4 Zi.73. ** S E*. - -6*% Z -0.TT :Cr C E NO BO, 9.E./ty ·2, o k [13 . 6..i77.' -0 4-:Lk*Nr=ISS}/ FBPE CE 44;iiiiNT(*rti NO. 29578 Ill e 0 0 LU 0 80 EQ 09 89 LU 1 c/) t M Il D _1 01-D Z IL OO HO a_ LU U) 01 0 0 k- 0 <C 0- Z 0 Z (D NI 0 (D r.. d 0 . CO 5 0((1720 micp- 0- LL NZ LU CO U.13993<9 6 A =Lo Id 5i n CO Z EL LU 1- 06 0 0 0- LU D # LLI n< 2 8 0 0-0- .t CO DATE:12/31/09 21 01 LU 0 -1 -1 LU Z I 0 LU 0 0 0 r- 0 C\1 <C 00 1-LI n SCALE:1/2" = 1' DWG. BG.LUBBECKE CHK. BY:S. FREY DRAWING NO.: JW172009 SHEET 3 oF 16 0 Z 0 (0 Z (/) Qk E< LU 5 U_ Z 0 E (0 Z 0 CO > LU = - - 1" MIN. 6 -1" MIN NOTE 2* M .2 3 (5) 1 SEE DETAIL A- / SHEET 15 r« SEE NOTE 1 0 LU X LU 30 21 1/2" O.A. 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OPTIONALLY, ANCHOR CAN,Wi PLACED INNARROW SECTION O.<0*Dk-OR'f10,8. ,r Af.b 1 · /Vn,» '/, 2 + ./ 0 ..'> S 2 :.V + -. .7 E S -*. - 6*E i-0. TT i or C S * ...M S N AERO.•P 6 + -5 04'· LdN© 01*73it 00 6 DANIA BEACI·h..8.aulkWWOOkog» 0 / BA@NAL»13@40 FBP 4,9 FION NO. 29578 b D 0 C_ LU 0 0 LU 0 80 0 P- LU t U) LU U) L M -1 D -1 0 -1 1- D Z LL 0 0 0 CD CS 9. >M Ed 0 (0 LLI 06 0 0 0- LU D H LU n< 0O LL D =0 0 0-0- 4 C\1 r- m 0 DATE:12/31/09 LLI (0 09 0 0 0 Z 0 Z e . 1- 0 GOcrux-= 0 k 0Cl_ LL n Z UJ _ 00 LLIZip2,5*Eg _1 CO < ·LI_1 r»- -1 I _i CO 2 0- LU (19 Z I 0 LLI 0 0 0 0 n 0 00 LU SCALE:3" = 1' DWG.86.LUBBECKE CHK. BY:S. FREY DRAWING NO.: JW172009 SHEET 11 OF 16 0 Z Z U) 0Z NO EF 00 I LU U)CD *0 U) 05 t0 D 0 (0 Z 0 (0 > LU CE a- 1- Z 35 1, 25 31 /// V - /311(30)Q]) l 1><1 ®/ ,8 1-\ L 27 A * -/(@ (13)SEE NOTE 2 SEE NOTE 2 12 36 QpEXTERIOREXTERIOR ( HORIZONTAL CROSS SECTION \.12«/ VIEW AT HINGED PANEL/SIDE LITE AND MULLION HORIZONTAL CROSS SECTION \»12«/ VIEW AT FIXED PANEL/DOOR LATCH AT MULLION Z 11/4"MIN. EMB. TYP. 0- 2 4. 4 4 4 D 4 4 4 SEE 41 28 9 NOTE 4 11/4" MIN. EMB. -- 2 9 CO SEE NOTE 4 A 1/4" MAX SHIM THK. TYP. 38 SEE DETAIL A 38 SHEET 15 / 1 29 -/ 44 42 +1 1 1/4" MAX.SEE DETAIL A - -SHIM THK.SHEET 15 49) (2) 55(8) 8 1 i \1 1/ %\ 'ill'jilll/1 - 1/ - l@357 EXTERIOR@@) 4 b /3 45 37 43 EXTERIOR )(DSEE NOTE 4'\ HORIZONTAL CROSS SECTION L127 VIEW AT FIXED TRANSOM (MASONRY AND CONCRETE INSTALL) /Th HORIZONTAL CROSS SECTION L12,/ VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) b 4 4 4 9 1199 SILICONE SEE NOTE 7 -T-- 13/4" L CDt LLI 1- Z LU r 11/2" MIN. EMB.- Z lf SEE NOTE 4 28 41 1/4" MAX. SHIM THK. SEE DETAIL A SHEET 15 1/4" MAX SHIM THK. TYP. 11/2" MIN.EMB.-t- \ 1,-1 1-SEE DETAIL A- 38SHEET 15 , 1 6109 44 42 \\ 'V / i . 6>- CL - F-flf»*r-:r +4 EXTERIOR SEE@)@ @ @ *43 * 48 NOTE 4 SEE NOTE 4 /-Eh HORIZONTAL CROSS SECTION g,/ VIEW AT FIXED TRANSOM (WOOD INSTALL) 1 w (iB) f® 25 *) 31-4 .1/2 /////// / 21 EXTERIOR r.rh HORIZONTAL CROSS SECTION 41gj VIEW AT DOOR LATCH/SIDE JAMB (WOOD INSTALL) \ \ 1><1 'NI 1/2" GLASS GRIP 1/8" TEMPERED ! 1/8" TEMPERED INTERIOR GLAZING DETAIL A SCALE: 6"=1'-0" ' 1/4" AIRSPACE 1 1 1/2" O.A. NOTES 1. FOR ANCHOR SPACING, SEE SHEETS 13, 14 & 15. 2. SPACING FOR ITEM #12 FROM TOP DOWN: 6", 28-8", 50-2,734'. 3. ASTRAGAL SCREW SPACING FOR ITEM #14 FROM TOP DOWN: ", 2", 34", 20", 24-i", 39" 4. 1 X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN. ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAI NTAI N ED. 5. TAPCON (ITEM #9) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM #5) SPACING. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. 7. SILICONE USED ON OPERATING PANELS ONLY. 1" MIN. 1"MIN.1" MIN 5 11/2" 1 MIN. EMB.11/4" MIN. EMB. ».0 1/1 1 1 1 1 si\==09,) -1/4" MAX ©*>CM \SHIM THK. f \ (§jE)@)(3(4 SEE DETAIL ASHEET 15 OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 5 & 6, THIS PAGE 40 - - 00 Af S F n 4, ., e.',I. + 52. .A , , E=7 TT ORIQ79 E*. -6*E Z -0.i or C S * ...034+! E 4.737*/ 0A .91.'UJ'INA OAORS» 00'%>;sE*;*;*398<h FBPE d4[,P,FAUI07AN NO. 29578 LLI CD 0 U) LU 0 0- 004 0 0 LU 1 U) t M -1 D -1 + 0-1 01-D Z LL oO M0 CL Z 0 Z 0 R LU 1- CO (0 02 0 0 1- 0 a- 0 CD CS Cl . 1- U) 3 Z OILIA -I Q- LLC\1 ZUJ_00 LUM19 0 A 6 LO U CO < ILU A -1 I n CO Z CL CO LU 06 0 0 0- LU D A LU 0< 0O LL D 0 0-0- C-\1 00 CO 0 tE <C a- -1 '-- 0 C\1 '-- DATE:12/31/09 SCALE:3" = 1' DWG. Be.LUBBECKE CHK. BY:S. FREY DRAWING NO.: JW172009 SHEET 12 oF 16 LU e Z I 0 LU ¤ 0 0 0 R 00 LU 0 0 Z 1- Z U) 0Z NO EF 00 I LU e *0 0 D 0 CO Z 0 U) > UJ CE = = 0- 1- 0 0 X CY) -L T- 03 CO LO 1/ --1\Gl MULL SEE DETAIL G TYP. . ./.0 0 00 00 0 SHT. 15 CIB- · 1 8" TYP. 7" TYP. --1- - 112" TYP. ---- --z -7 1/11 --' 1 1 1 1 XII)1 -- 1 - 1_L LU -1 < 1- LU if) 0 - LU A-0LUIOZ CDC/)Z--BR 0 0 1- ZD ZO Lo r- CD st- G) cr) 3" TYP. - CO LO 1- -T-- % 1- + 11 - Ill - i li 3" TYP. 11 1 \11 l i i i --- SEE DETAIL BSHT. 15 11 E SEE DETAIL F SHT. 15 --=rh 1 1- LU LO LU 6 111 I TYP. \ i i r-h ANCHORING LOCATIONS TRI UNIT W/ TRANSOM INSWING/OUTSWING UNIT (0/OXO) SCALE: 1/2" =1'-0" 3 g MULL SEE DETAIL C SHT. 15 NOTE: 1 - ANCHOR SPACING FOR BOTH INSWING & OUTSWING. ,00 d S F. Nn 4, ......,3 <i + -.7 E -- E*.i*E S-0. TT :Cr C 5 3 ·. ME N FBPE *F, OF AUTHO-RI*NON NO. 29578 iiiilll11 LU e a (/) LU 0 80 02 89 LU t U) LJ- C/) t M -1 D -1 1- O -1 01-D Z LL o O 0 DATE: 12/31/09 LU CD 0 0 0 <C 0- Z 0 Z e NI 0 (D r.- CS at Ed 0 . 1- CO G0(-jrtZ 012(7-1 0- LL NZ LU 00 U-13FF93<9 6 1& 6 lo _1 CY) < ·LU t< -1 I _ CO z al n LU 06 0 0 0- LU D 1- LU n< 0O LL D Z0 0-0- .r r- 23 0 62 5 n r- 0 C\1 r- SCALE:1 /2" = 1' DWG. E@.LUBBECKE CHK BY: S. FREY DRAWING NO.: JW172009 SHEET13 oF 16 LU Z I 0 LLI 0 0 0 0 Z LU n CO Z 0e F= <Reco0 A D eo Mz 05 I> 0 (0 ZZ Z 0 00 > LU .r a. 0 0 X e C9 g LO 1 LU LO 5 MULL (0 e Z R (/) Z 1.- I LLI IL X % CO SEE DETAIL G TYP. SHT. 15 3"TYP. Z B U) Il D 0 1-Z I LU 1.L 00 L0 T T 0- LO El 11- 9 + 11 1, i i i i - 6" TYP. - 3" TYP. 1 i 56 ZZ -D 11 0- U-1 # =I < Ul LL < X M < LL 6X eD = 9 5 TYP. ANCHORING LOCATIONS DUAL UNIT INSWING/OUTSWING UNIT (/OX) SCALE: 1/2" =1'-0" Ill -T-- r- LO 0 \ 0 ANCHORING LOCATIONS SINGLE UNIT INSWING/OUTSWING UNIT (X) SCALE: 1/2" =1'-0" /-, /:r, SEE DETAIL B SHT. 15 Lf) cyr) Ill LO 1- I LU U) LU V LU LO 3 0) SEE DETAIL C SHT. 15 3"TYPL 1-- LO T-- 0- 1- 1 5 9 TYP. LU 0 00 LU 1- LU I 0 0 X 0 cr) r- -5 N ZD 00 LUI , 5 LLI Of < LL M X U_ <X > LO L.0 C) 1 G) 0 9\- -F SEE DETAIL B SHT. 15 > I .t -) 27 TYP. 3"TYP. CL>0- 111 . 1 1 f 0- 0 Lo \11\\\1 n Lo LU C/) 0 g LU LU ° (D f »4.L- SEE DETAIL C SHT. 15 g 7" TYP. - 2" TYP. - LU 10 -1 1- I LU U) LU a- 1- EO 1 1 -<L -1 » It - 1- \ SEE DETAIL B SHT. 15 SEE DETAIL F i / )/ SHT. 15 0- 1-1 1 Cil )1 50 -L T Il ,-. r-<f« - 1 - f 0 0 X n Lo r- LLI C/) n LU LU SEE DETAIL C SHT. 15 ANCHORING LOCATIONS SINGLE UNIT W/TRANSOM INSWING/OUTSWING UNIT (0/X) SCALE: 1/2" =1'-0" 0 G, CD NOTE: 1 - ANCHOR SPACING FOR BOTH INSWING & OUTSWING. ,00 d S F. Nn 4, ......,3 <i + -. - E*. -6*E S-0. TT :Cr C 5 3 ·. ME N FBPE *F, OF AUTHO-RI*NON NO. 29578 iiiilll11 LU e a (/) LU 0 80 02 89 LU t U) LJ- C/) t M -1 D -1 1- O -1 01-D Z LL o O 0 n LU 06 0 0 0- LU D 1- LU n< 0O LL D Z0 0-0- .r r- 23 0 62 DATE: 12/31/09 LU 09 0 0 0 <C 0- Z 0 Z e NI r- 0 CD CS 1 >E 20 . 1- CO m 0 0/ -IJ AZO k CO-- Q- LL CUZ LU 00LUMIoo ell<G 0 A = LO _1 CD <LU h -1 I 7 co Z CL 5 n r- 0 C\1 r- SCALE:1/2" = 1' DWG. 8®.LUBBECKE CHK. BY:S. FREY DRAWING NO.: JW172009 SHEETI 4 oF 16 LU Z I 0 LLI 0 0 0 0 Z LU n 0Z FD <e 0Z 05 -1 > ZD M0 0B 5= Z* < U) Z Z 0 00 > LU 0 0 X -eOze a%S 0 + ZD n 0 IA I--W 111 it M< 1-LMXLL- ix e! L0 00 27 0 CO SEE DETAIL G 3" TYP. Mj MULL -9 / LU -1 LU LU LU CO lo 1- LO -F -11-_L i 1 11 i i i ,\ 0 -1 - i- 6"TYP. - - 3" TYP. 11 ANCHORING LOCATIONS TRI UNIT INSWING/OUTSWING UNIT (OXO) SCALE: 1/2" =1'-0" 2 9 5 TYP 1 1 DETAIL E LATCH & DEADBOLT STRIKE PLATES 24 38 1 4 11 \L ) e CD g SEE DETAIL B T- LO 05 MULL SEE DETAIL C 01 LLI 01 LU LLI 3/16" C-SINK.=11»3»NOTE 1 - USE #10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. C 2 - USE 3/16" ITW TAPCON ANCHOR W/ 11/4" MIN. EMBED.WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL A 3 - SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4" OR SCREW INSTALL 3/4" THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED. IEf Lt= \ / 6> (D(iIi) / 23 DETAIL F CORNER DETAIL AT TRANSOM MULL DETAIL B CORNER DETAIL AT HEAD 2 11 34 39 111 11 34 39 r««/ DETAIL C CORNER DETAIL AT SILL #8 X 3"F-WOOD SCREWS TYP. DETAIL G MULL POST (SILL SIMILAR) 7 7 DETAIL D HINGE DETAIL NOTE:.,iii!ii/,..1 -ANCHOR SPACING FOR BOTH INS\/\41*G & *l.1-)9n6, 002/02 : :0 C -. .7 E S E*. -6*E 33: TT :Cr = S *h MS REROX).G!0 S. )*732*/ 04 4. .514.p,INB ekops' 0/ 39[*j*NIA BEAC)*Vb..#258 FBPE 47·,QF AUTHOEI»1'ON NO. 29578iiilll1i 8 D 0 a_ LU e 0 U) LU 0 80 OP -1 9 LU 1 U) t D _1 0-J 1- D Z LL 0 0 r- 0 CD CS 1. . 1- U, 00 X -1goto- CL LL NZLU_(0LU M .1-9=5kg 6 p» 6 LO U CD < 'LU t. -JI -1 CO Z CL (/) LU 06 0 no- LU D A LU ¤< 00LL D=O 0 W Of 0- 0- It % CO 00 CE 0 62 a_ DATE: 12/31/09 1 15 n 00 0 Z SCALE: AS SHOWN DWG. Be.LUBBECKE CHK. BY:S. FREY DRAWING NO.: LU U) U) CK 0 0 ¤ 1- 0 a. Z 0 Z (D Ni JW172009 SHEET 15 oF 16 LU e Z I 0 ill 0 0 0 0 r-• 0 C\1 r-• UJ n (0 Z 0 0 CO 0U e k- zE 5 05 I 0 Z CO Z 0 CO > LU ® CD r- 49/16" , 1 -- 0)773--1 » b A-1 7- 3/8" a /\ WOOD JAMB FINGERJOINTED PINELY SCALE: 6" =1'-0" -- -| - 12 GA. T-- (D 31/8" lixill'illl' ill'illl!:111111; 11111'il Iiillilli: 4" 0 0 0 0 ® BUTT HINGE 4x4x12 GA. STEELSCALE: 6" =1'-0" L --67 ® LOCK BLOCKFINGERJOINTED PINE SCALE: 6" =1'-O" 11/2" 1i////ll 21/2" 45/8" -L 55/8" 0 lo ® ENDURA INSWING THRESHOLD6063 T5 AL AND COMPOSITE SCALE: 6" =1'-0" 55/8" AFCO OUTSWING THRESHOLD (ALTERNATE) 6063 T5 AL AND COMPOSITE ® AFCO OUTSWING THRESHOLDSCALE: 6" =1'-0"6063 T5 AL AND COMPOSITE SCALE: 6" =1'-0" MULL POSTEDGE GLUED FINGERJOINTED PINE SCALE: 6" =1'-0" .. 1-- 21/16" TRANSOM SASH CELLULAR PVC SCALE: 6" =1'-0" ® 1/16" 20 '-- 1-11-CC) 0 13/16" % 1 T-1 1 » 13/4" « 21/8" t- 1- 1/2" ODL LIP FRAMEPLASTIC SCALE: 6" =1'-0" r- 1 12" . 4 9/16 TRANSOM GLAZING CLIP /43h TRANSOM CORNER TRIM CELLULAR PVC C <) PLASTIC SCALE: 6" =1'-0"SCALE: 6" =1'-0" 00 M r- /@h SIDELITE SEATC<) EXTRUDED VINYL SCALE: 6" =1'-0" //U//IN//Al /581 TRANSOM JAMBL) FINGERJOINTED PINE SCALE: 6" =1'-0" 3 5 e! r- 1 T - 1 11/16" 1 COMPRESSION WEATHERSTRIP 1/8" LOXSEAL 9650 FOAM --«/8" SCALE: 6" =1'-0" ® BOTTOM RAIL25 GA. STEEL SCALE: 6" =1'-0" 13/4" .. # 1110 7/8" ® DOOR BOTTOM SWEEPVINYL SCALE: 6" =1'-0" 1 1/8"-13/8" -1 [- 111/16" -1 LATCH STILE TOP RAIL HINGE STILE LAMINATED VENEER LUMBER (LVL) SCALE: 6" =1'-0" 16(jiI® 13/4" - CORNER PADSPLASTIC SCALE: 6"=1'-0" ,00 d S F. Nn 4, ......,3 <i + -. - E*. -6*E S-0. TT :Cr C 5 3 ·. ME N FBPE *F, OF AUTHO-RI*NON NO. 29578 iiiilll11 b D Cl 0 CE LU e a (/) LU 0 80 0 P- LU t U) LJ- C/) t M -1 D -1 0 -1 1- D Z LL 0 0 DATE: 12/31/09 LU CD 0 0 0 <C 0- Z 0 Z e NI 0 (D r.- CS at Ed 0 . 1- CO G0(-jrtZ 012(7-1 0- LL NZ LU 00 U-13FF93<9 6 1& 6 lo _1 CY) < ·LU t< -1 I _ CO z al n LU 06 0 0 0- LU D 1- LU n< 0O LL D Z0 0-0- .r r- 23 0 62 5 n r- 0 C\1 r- SCALE:AS SHOWN 09 Z LLI Z 0 0 0 Z D LU n DWG. 88,LUBBECKE CHK. BY:S. FREY DRAWING NO.: JW172009 SHEETI 6 oF 16 LU Z I 0 LLI 0 0 0 0 Z Z 0 00 > LU