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307 4th ST - RES17-0189 REVISION 11/13/17 j���.irl� OFFICE COPY (---- .... CITY OF ATLANTIC BEACH SJl t Seminole Road ''i Atlantic Beach,Florida 32233 .. o. _J- REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 11-13-2017 Revision to Issued Permit XX Corrections to Comments Permit# RES17-0189 Project Address 307 4TH STREET, ATLANTIC BEACH, FL. 32233 Contractor/Contact Name BUTTERFIELD REMODELING, INC. (CUNT BUTTERFIELD) Phone 904-333-8409 Email JM.HUGHES1513@GMAIL.COM Description of Proposed Revision/Corrections: P- it Fee Due $ TO Original permit called for 2 each of FI#22513.8. On of those must be replaced with a smaller door, Fl# 15474.3 Additional Increase in Building Value $ N/A Additional S.F. N/A By signing below,I CLINT BUTTERFIELD affirm the Revision is inclusive of the proposed changes. (printed named c:, ,,,/, / ____xi,- 37p4;1/7 Signature of Contractor/Agent 'ontractor must sign if increase in valuation) Date (Office Use Only) Approved X Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: uildin• m f\ arming &Zoning Reviewed By Tree Administrator Public Works Public Utilities / /- 22--/ 7 Public Safety Date Fire Services 11/13/2017 Florida Building Code Online 't :_;,V rGa ORPAnTM4 rJr of !J(!i; t_ UJ Il Business & Professional Regulation a `'' 6,or aCLS Home ; Log In I User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications FBC Staff BC[S Site Map Links Search F I�itAC7 Product Approval USER:Public User OFFICE COPY Product Approval Menu>Product or Application Search>Application List>Application Detail .9,MRCS FL# FL15474-R2 lAttY Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/20/2016 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHIjLcmt0BhSiRgJ9ZzKsFCQpLJtgmx5uJw%3d%3d 1/3 11/13/2017 Florida Building Code Online Date Validated 10/23/2016 Date Pending FBC Approval OFFICE C O P Y Date Approved 10/30/2016 Date Revised 06/30/2017 Summary of Products FL# I Model,Number or Name Description 15474.1 Contours Steel, Wood Edge 12'-0"x 8'-0", Glazed Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No , FL15474 R2 C CAC NI011064-R3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2026 Design Pressure: +35/-35 j Installation Instructions Other: FL15474 R2 II JW152012FL SS 2015-01-07.odf Verified By: Hermes F. Norero, PE 73778 I Created by Independent Third Party: Yes Evaluation Reports FL15474 R2 AE PER3309 SS 2015-01-07.odf Created by Independent Third Party: Yes 115474.2 Contours Steel, Wood Edge 112'-0"x 8'-0", Opaque Inswing and Outswing with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ; FL15474 R2 C CAC NI011064-R3.pdf Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2026 Design Pressure: +35/-35 Installation Instructions Other: FL15474 R2 II JW142012FL 55 2015-01-07.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL15474 R2 AE PER3310 SS 2015-01-07.odf Created by Independent Third Party: Yes Ilt474.3 I Contours Steel,Wood Edge 3'-0"x 6'-8",Glazed Inswing and Outswing Door �-- —_------- -- --- ----_------------------ Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ: No FL15474 R2 C CAC NI010126.01-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1 01/31/2018 Design Pressure: +50/-50 Installation Instructions Other: j FL15474 R2 II JW172009 SS 2014-12-09.odf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL15474 R2 AE PER3311 SS 2014-12-09.odf Created by Independent Third Party: Yes 115474.4 Contours Steel,Wood Edge S'-4"x 8'-0",Glazed Inswing and Outswing Door with Transom and Sidelites Limits of Use 'Certification Agency Certificate Approved for use in HVHZ: No FL15474 R2 C CAC NI010126.01-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL15474 R2 II JW172009 SS 2014-12-09.odf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL15474 R2 AE PER3311 SS 2014-12-09.odf Created by Independent Third Party: Yes 15474.5 Contours Steel,Wood Edge 5'-4"x 6'-8",Glazed Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15474 R2 C CAC NI010126.01-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL15474 R2 II JW172009 SS 2014-12-09.odf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL15474 R2 AE PER3311 SS 2014-12-09.odf Created by Independent Third Party: Yes 15474.6 Contours Steel,Wood Edge 4'-2"x 6'-8",Glazed Inswing and Outswing Door with Sidelites https://www.floridebuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHIjLomt0BhSiRgJ9ZzKsFCQpLJtgMX5uJw%3d%3d 2/3 OFFICE COPY ? JEL ® 4% TABLE OF CONTENTS CONTOURS STEEL DOOR,WOOD EDGE # DESCRIPTION FULL LITE,5-4 X 8-0(0/0X0) SHT1 ,GENERAL NOTES (0 INSWING/OUTSWING 2 INSWING ELEVATIONS k 24 GA. NON-IMPACT DOOR SYSTEM I 3 INSWING ELEVATIONS&BILL OF MATERIAL 4 INSWING VERTICAL CROSS SECTIONS >J �O GENERAL NOTES 5 INSWING VERTICAL CROSS SECTIONS CO 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 6 INSWING HORIZONTAL CROSS SECTIONS I- to FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 7 INSWING HORIZONTAL CROSS SECTIONS Z CC Yj BEEN TESTED TO ASTM E330-02,E331-00.E283-04&AAMA 1304-02. DOOR SYSTEMS HAVING 8 OUTSWING ELEVATIONS — d Q LL SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 9 OUTSWING VERTICAL CROSS SECTIONS Z W c00 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADSW Y =co TO THE STRUCTURE. 10 OUTSWING VERTICAL CROSS SECTIONS J I- 11 OUTSWING HORIZONTAL CROSS SECTIONS 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR 12 OUTSWING HORIZONTAL CROSS SECTIONS 0 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 13 ANCHORING LOCATIONS W n 5= 4. FOR DESIGN PRESSURE RATING SEE TABLE I.SHEET 1. 14 ANCHORING LOCATIONS -) Co `1 0_ 5. SCALE BASED ON 11x17 SHEET SIZE. 15 ANCHORING LOCATIONS&DETAILS 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 16 UNIT COMPONENTS 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED ON ALL UNITS ♦ r WHERE RELEVANT. 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED 0 AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH/OH 0 rn w HEIGHT IS 1.0. 0w Nt~n DOOR LEAF CONSTRUCTION: 3 ii'O�Q� FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC �0 a Z ADHESIVE. 0 c O t CORE DESIGN:CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANDED POLYSTYRENE(EPS). tuw x a I> > W PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF F z 0 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA to W w O SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 1.0" C w Z cn LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1203"BOTTOM RAIL p a CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK BLOCK TABLE 1 SE v 6 IS 1.688"X 3 1/8"X 12"FINGER JOINTED PINE.INSULATED GLAZING CONSISTS OF TWO 0.125" DESIGN PRESSURE RATING c 0 w TEMPERED GLASS PANES SEPARATED BY A 0.25"AIR SPACE. ODL LITE FRAME MEETING a a STEEL SKIN RECEIVES DOW 1199 SILICONE OR EQUIVALENT. j/�// DESIGN PRESSURE RATING: SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, y g co INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT 0 CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.25"AIR SPACE. SIDELITE(S)AND/OR TRANSOM ad FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. INSWING POSITIVE +50 0a-w THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE 50 4 = z ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM POSITIVE +50 0-Z 0 0 FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING OUTSWING 0 a ti THREE 16 GA.7/16"X 2'LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. NEGATIVE -50 INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED Z p0 0 0= 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 TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF S.S. a 0.R AND ONE#8X2 FH WOOD SCREW PER CORNER. ALL FRAME JOINERY ARE SEALED AT (0.087")ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH NOTES: -ir? ,W THE EXTERIOR USING DOW 1199 SILICONE. AND THE GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE 1- ALL VIEWS FROM INTERIOR. N o TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLASS PROVIDES A 0.50"AIR GAP. 2-MASONRY AND CONCRETE CONSTRUCTION. - rci 0 WOOD. THE FRAME CORNERS ARE JOINED USING RABBET JOINTS,SILICONE SEALANT `515tH t l ttr7 — j7j AND FOUR 16GA X 7/16"X 2"LONG CROWN STAPLES THROUGH THE JAMB. THE � DES F. O �,/i co Q N�, z MULLION TO DOOR/SIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT Digitally signed by Hermes F.Normo,P.E ... 4,..• t�, .Q y�� DATE' 12/31/09 _ BETWEEN THE JAMBS OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED Reason:I am approving this document Z Z` ° ) O scutE: 1/2"=1' ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2"SCREWS Date:2014.12.0917:11:33-05'00' •j7 ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A WOOD MULLION COVER A* r : * = Dwo.96.LUBBECKE IS THEN INSTALLED OVER THE ENTIRE LENGTH OF THE EXTERIOR JOINT,SEALED : 'O • ;p cwt.ev: S.FREY WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16"X 2"STAPLES. ' 13 - . r.p.- kJ C - i/ �,_ `DD cam` JW172009 FSPE E't7Y �``2,6„ _ SNEELL OR-16 _ 79" MAX PANEL HEIGHT -{ 63 1/8"MAX.D.I.O.TYP. L —7 1!2"MAX. D.L.O. al Z � 4 E t 1R p -0zc" m }L/R ^; yy� Z cn rA N \ e OOt ^ m 1 —o \/ . _ o0 _ 1 .� Q -_- ___ ._._� • ®L n m^; mzz m -4 r"3 N N 1. — 131/2" — = 95 114"MAX O.A.HEIGHT (8'-0") 79" MAX PANEL HEIGHT C --63 1/8'MAX.D.L.O.TYP. r o, r Z 13 O oC O 79'MAX PANEL HEIGHTr O N 5 rn Z NI N Z i f / I m 1 floc /7 t_ / W N Dz" \ lq ' 17 N ' -. -4 A \ ot mri g z a \ of m�+ m o \ ZP•o� o iT \ \+ , �� i�Cg X i alb- .� • J- N O Z _ —• I _O to ` m m "k Q Q 'R N 63 1/8"MAX D.L.O. 81 3/4"MAX.O.A.HEIGHT v D O Z ' r Dm N p X 81 3/4"MAX O.A.HEIGHT i (6'-8') D 79' MAX PANEL HEIGHT z w Z 63 1/8"MAX.D.L.O.TYP. m Orn >m> m ora Z n (0 011 O x N Q m e`D4� Of cn I-O<9? Z Fri D a � 3 o� ok mA C u Irli7D �Cr�� I 1 0 Z • D> mA 04FIL \ OXa`� O n' Z p�Z I 1 s .m ''�,-4 So z 04)4; t fi.*• " 4. O i ��i�f`+0'�.,,,,, ->' ,z. 81 3/4•MAX O.A.HEIGHT 6 I,i -ER *. O.6\r (6'-8") xX' g PRODUCT: c. 3 m CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN, INC. `' 6 ` 3 N FULL LITE,5-4x8-0(0/OXO)IS/OS r" N to - - g 11 24 14 P.E.INFO UPDATED& SM 24GA.NON-IMPACT DOOR SYSTEM 3737 LAKEPORT BLVD. * 0 -n m � a A 12.01.11 PO ODUCT NAME UPD ATED SLA PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 CODGE I° < x ' w NO. DATE BY INSWING ELEVATIONS PH.541-882-3451 m REVISIONS Item DESCRIPTION Material O 371/2'MAX O.A. 1 HINGE JAMB(1 1/4"X 4-9/16"FINGERJOINTED PINE) PINE FRAME WIDTH 2 HEAD JAMB(1 1/4'X 4-9/16'FINGERJOINTED PINE) PINE O3 LATCH JAMB(1-1/4"X 4-9/16"FINGERJOINTED PINE) PINE 31 1/2"MAX D.L.O. 4 SIDELITE JAMB(1-1/4"X 4-9/16'FINGERJOINTED PINE) PINE 3 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2"MIN.EMBEDMENT STEEL O V 90 6 4'X 4"BUTT HINGE 12GA.(.098'MIN) STEEL (0 I-•-• ,.) 7 #9 X 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL 0 rn I NOTE 2 8 #10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL > li f 9 3/16"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL m O ' 10 COMPRESSION WEATHERSTRIP(QEBD-650) FOAM I- Cl)u- 21 1/8' 11 INSWING THRESHOLD ENDURA MODEL LZAILP5625RDSR 6063-T5/COMP. ALUMJCOMP U J V 12 #8 X 21/2"PHILLIPS FLAT HEAD WOOD SCREW STEEL Z CLCV 26 D O. 13 ITEM NOT USED W 03 I- WIDi 2 14 #8 X 1"FLAT HEAD WOOD SCREW STEEL w Q 6 25 \ 0 d 15 SIDELITE/FIXED PANEL SEAT,260 SERIES(ENDURA) PLASTIC Q I11 p O q 16 TOP RAIL LAMINATED VENEER LUMBER(LVL) LVL M 17 BOTTOM RAIL 25GA.(0.0181 GALVANIZED STEEL STEEL M -I d Z A 6 f i v 18 HINGE SIDE STILE LAMINATED VENEER LUMBER(LVL) LVL ¢a fa V Q 19 LATCH SIDE STILE LAMINATED VENEER LUMBER(LVL) LVL ® / (A f2 ,g� 20 LOCK BLOCK 1-11/16'X 3-1/8"X 12 FINGERJOINTED PINE TREATED PINE w ��4T/J c`'o 21 ODL LIP-LITE FRAME O 2 NOTE 2 NOTE 2 PLASTIC o N / 22 1/2"OA.INSULATED TEMPERED GLASS GLASS / 23 16 Ga.7/16"CROWN X 2'LONG STAPLES STEEL 00:..v}) / 24 CORRUGATED NAIL 1/2"X 1-1/16'25 GA. STEEL 3 tpY Orn 0 ,. 25 KWIKSET LOCK SERIES 400 STEEL O 26 KWIKSET DEADBOLT SERIES 660 STEELq� j W 27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL _J a%b Q1 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w 6 2 i',- 1 O IRO NOTE 2 29 NON-COMPRESSION SHIM WOOD to di 35 3/4"MAX. 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM (el-O W f PANEL WIDTH^ 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS j-Z u Z m A-525 COMMERCIAL QUALITY 0.021"MIN.THICK.) 0 Z LL v o SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL ' 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a. " a.0 SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD AFC()MODEL I17TH973 6063-T5/COMPOSITE ALUMJCOMP. Co -,CO 35 MULL POST,EDGE GLUED FINGERJOINTED PINE PINE 0 38 ROUNDED SCOTIA PLASTIC Ae 37 SILICONE BEAD DOW 1199 SILICONE 0 0-w 38 JAMB,1.1/4'X 4-9/16"FINGERJOINTED PINE PINE P w 4 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUM./COMP. a a U �N 40 ITEM NOT USED D Z w uCi 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD p w 42 11/16'O.A.W/SINGLE STRENGTH(0.087")ANNEALED GLASS I.G. GLASS z p U m 0 43 CORNER TRIM PLASTIC wMII.fl.N 44 ALUMINUM GLAZING SPACER AL./SEALENT .T 45 GLAZING CLIP CELLULAR PVC NOTES: . -� 46 SASH 1- ALL VIEWS FROM INTERIOR. v.! o¢ CELLULAR PVC ^0 2-MASONRY AND CONCRETE C,ONSTR`SIIOµtiii��i �N' DES F i/,s m ¢z �Z���` ��.F��i DATE: 12/31/09 �L "1'.0 SCALE. 1/2"=1' ▪* �A% '' * = owc.BG,,LUBBECKE -.1-01,"• . 2 CHK.ar. S.FREY .▪ p9.0%. , :rt,4740. \ DRAWING NO.: /% "1;1 SF J W 172009 FBPE Ittr Ir:li■t�10 .1-4 1 NO.29378 SHEET--3—OF 16 m m© _ _ gi 1/4"MAX Z SHIM THK. 4D © r(rA mm r e® e® 0 m EXTERIOR -m,4 1 112' < L -+ ®© D MIN.EMB. li � N 8 3 } 0 m , •4 Air.... , D /./ ' 0_4. . p --i Z sir/ r i f 1• . N• Z Z o INTERIOR Z CC z n, MAX 0 1/2'GLASS- 0 © e e1 GRIP TYP. 63-1/8" O D.L.O. m 79"MAX PANEL HEIGHT Om 1 1/4" aD e m MIN.EMB. v _. EXTERIOR m 1/4"MAX z' < d ® e® ® ® ® s SHIM THK. r In/ Z ? • it 1• 7. Z 73 0 :4, O 1 1 Z z n m1 �'. � ` s 1i I!IIII� S N- m• Z Z INTERIOR �� CO _ o)-±" - • 0 1/2"GLASS ©0 0 N a ` z 1 . GRIP TYP. 63-1/8" - v MAX D.L.O. Az z 79"MAX PANEL HEIGHT m I--1 1/4"MIN.EMB. -• z z 4D g O O m m „ f 1/4'MAX z 0 e y m SHIM THK. nmi m O" © O� =O Z v p m O x v(;),, + ®e®t® m EXTERIOR © �„' a `�'' 1 1/2" z1 vz; 000 �a MIN.EMB. O _ AZO?D 1 m _ ^ S *D V1-UI QI Z V1 i ♦• J _..� Ogt FK-IcI^ uIV12 :Si 6):® nl>2KE---1 > Ty- vi. 0 / 4,17 >: N' :1 V -110 S• ii..,� l 1 1 :, " ; z O m Z D° O M Pe 11/1 11 ' I 11 % 'I ll is ilk rO = O + r ,.. .� 0m Xco- m-� N. INTERIOR 0 CO o 0©,0 OT ° m m p W z 1/Z"GLASS ® 0 7 1/2"MAX.D.L.O. ez D�C5j m D • GRIP TYP. g3-118'MAIC O MO Fo O z cn Q D.L.O. -- 12"MAX.PANEL HEIGHT -- m n 79"MAX PANEL HEIGHT -- 13 1/2"MAX.FRAME HEIGHT - ur m m 4D oe N o „/4" CO M D MIN.EMB.1 0 m m ,P 0 x • 0®®Om EXTERIOR N D 1/4"MAX z • zn 3 N�®ee SHIM THK.'Ir UI z ♦. II(I o� 1D ,�. 1 " Z Q� 1 1 .. `�O 11. ..,.. //,� 2' .p _. iI ' E li I, 'I '`.' / Z Z fi d• %���•:• Z 1/2"GLASS a; 131.m 1 . • GRIP TYP. 0 0 0 D 0 e O z :0? •. %(=,: • } 63-1/8"MAX V y_BS-.6 ,--- ' 0 D.L.O. 4 ••••••..•.g>�4r O s 79"MAX PANEL HEIGHT - 7 1/2"MAX.D.L.O. a AO le, I11111`��0 - �1 1/4"MIN.EMB. INTERIOR 12"MAX.PANEL HEIGHT m '- 13 1/2"MAX.FRAME HEIGHT 70 'i2 $ R E PRODUCT: m m ° CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN, INC. f 0 ` cis N FULL LITE,5-4x8-0(O/OXO)IS/OS 'O c ": cn 0mA m © m 1/4"MAX CO to 0 m SHIM THK. S m®0 0 0 0 0 0 m D EXTERIOR 01 r,..>-4 9 1 MIN.IEMB. m . IAA N 0 0 0 0 N D I • F rWi— I _ i I , pr 1 oi„, 7-- -. ..oit♦$I ...v. /�, vJ ® © INTERIOR 0 m c z- GRIP TYP1/2"GLASS 0 0 b 0 0 0. z 63-1/8"MAX 0 0 mO D.L.O. 7 1/2"MAX.D.L.O. z — 12"MAX.PANEL HEIGHT —• • ---- 13 1/2"MAX.FRAME HEIGHT -- v ' m 1 1/4" 0 m MIN.EMB. =m 1/4"MAX ! " : ii 0o0000RIORSHIM©.N 0000 �DIF2-1 J: 0 0 illtw \1., 40.,: ?, , ii O o• ,..ridIll 0.. , . . ,� -. :VII) I• `' 'I� �I Si311‘ Z- 2 m 1 INTERIOR f TM ' mz 2 01/2"GLASS 0 e 0 -90e 0 0 Z y o 0 GRIP TYP. 63-1/8' log g MAX D.L.O. 7 1/2"MAX. 0 z -I D.L.O. m z —1 1/4"MIN.EMB. — 12°MAX.PANEL HEIGHT Z -- 13 1/2"MAX.FRAME HEIGHT — 3 co ° �D m ):!" mz0 CD0 1/4"MAX illIN m *m 0 O° m mSHIM THK. O1m®0000 0 0EXTERIORjDm x o ® ®® D I 1 112" I T MIN.EMB. D K D rnm1 1 ��♦ T- ��mZm z0 i . �; A 4Vim_ :�� / 2i-0 ors4> hr %I.•:,3111 igii i " IIIIII zz zM 0 - 1/2"GLASS INTERIOR z z ro ® 0 GR P TYP. 63-11/8D.L"MAX 0 0 0 0 O <> v 00 3 0 m 1/4"MAX 4D x • i D SHIM THK. 1 1/4' !n_K T 0 00 0 0 EXTERIOR m-- 1 MIN.EMB. ® mI p2 Dm t 0000ND N/' 03 I • OD AD Z N 4 �I Z O Z <r , y 0 D r) P'1!; . &I! .• °rn IIII -0 111 ,111 :VIII )1 i ' kirZ Z ... '��: ` N' , _. m• INTERIOR \ T z z 0 1/2"GLASS 0 0 e 0 z m- �`: • �,' m ® GRIP TYP. 63-1/8" -? D r• N a'•......-6''i' m MAX D.L.O. 0 Z g1, ER * O `° o 0° m ',,,,nn1lla Z m 1-•---1 1/4"MIN.EMB. O > PRODUCT: CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. ,+� FULL LITE,5-4x8-0(O/OXO)IS/OS N • 54c `"1i `j' B 11.24.14 P.E.INFO UPDATED 8 SM 24GA.NON-IMPACT DOOR SYSTEM 3737 LAKEPORT BLVD. $ $ m g3 oo PRODUCT NAME UPDATED PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 mm ° A 1 8l'11 2010 CODE CHANGE JLA < R NO DATEINSWING VERTICAL CROSS SECTIONS PH.541-882-3451 m REVISIONS 1/4"MAX. 1 1/4" SHIM THK.� 1 1/2" MIN.EMB. MIN.EMB. 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O • cr . 01K.By: S.FREY 46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 43 TRANSOM CORNER TRIM 38 TRANSOM JAMB i +uypy(coROP�\ .� 015.5,W1;17200.: W172009 O CELLULAR PVC O CELLULAR PVC O PLASTIC O FINGERJOINTED PINE 9•EMY�Y��B SCALE:6"=1'-0" SCALE:6"=1'-0" SCALE:6"=1'-0" SCALE:8"=1'-0' FBPEE •pit, �ativ NO.29578sHEET1Lof 16