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Home My WebLink AboutSUBMITTED PAPERSDATE: RECEIPT: ERMIT N'_ ,IER: / 141-03 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SC9 - (772) 462-1553 3t APPLICATION FOR REPLACEMENT OF l_GO/�, COG WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS my & OVERHEAD GARAGE DOORS I. LOCATION/SITE ADDRESS: 2808 S 28th Street 2. 3. 4. PARCEL ID NUMBER: 2420-802-0078-000-5 SFR X MOBILE HOME 5. OWNERS INFORMATION Name: Bank of New York Mellon Address: One Home Campus city: Des Moines State: IA zip: 50328 Phone: 803-3964368 Email: 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #• Business Name: GTF Builders, Inc Phone Number. 305-251-5466 Email: gtf(a Obuilders.com COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR . SWING DOOR PL 14111 MULLIONS OVERHEAD GARAGE DOOR U/Attach 2 copies of the Product Approval with details to the roduct being used. VALUE OF CONSTRUCTION: $ FEES DUE: OWNER'S AFFIDAvrr: I certify that all of the information contained in this applicati n is orrect and that all work will be done in can fiance with all applicable laws regulating constructifnfcv on Pd*N6kWR CONTRACT QALIFIER NAME SIGNAT F 06WIER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF . HiQm i Dii & -7 I ACKN LEDGED BEFORE ME THIS 27W` DAY OF VQ n , 20�� BY O ezrii FF'U n n WHO PERSO LY KNOWN OR WHO HAS PRODUCED AS 10 TIO IA PAEZ NOTARY PUBLIC �/ &. - Yuma au iffi -STATE OF FLORIDA SIG ATURE 6F NOTARY TYPE OR PRINT NAME OF NOTARY omm# EE083842 TITLE: NOTARY PUBLIC COMMISSION NUMBER EE a838 2 "�E I Expires 4/13/2015 NOTICE TO OWNER: 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. ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. 2. PARCEL ID NUMBER: ........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ................................................. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: ........................................... Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC FL # FL14111-RI Application Type Revision Code Version 2010 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 O Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emil Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 205-1171 garyr@jeld-wen.com Gary Rollinson fbc@jeld-wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Door; Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard ASTM E1886 ASTM E1996 ASTM E330 ASTM E331 Year 2005 2005 2002 2000 Approved Testing Lab FL14111 RI Eauiv JELD-WEN ASTM E1996 Equivalency Letter.odf Method 1 Option A O1/31/2012 O1/31/2012 02/08/2012 https:/AmAw.floridabuilding.org/pr/pr app dtl.aspx?pararri=wGEVXQwtDgsKhgANOgZwm5oftBHWNrutZMJN2BzsW8NM7H%2beconQ%3d%3d 1/2 1/27/2014 Florida Building Code Online - 1 " ' _ N Summary of Products FL O Model, Number or Name Description 14111.1 Gladiator/Finishield 9'-0" x 6-8", OXX, Inswing Full Lite Door System with or without Sidelite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No, FL14111 R1 C CAC NI010117.01-R1.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2016 Design Pressure: +35/-35 Installation Instructions Other: FL14111 RI II 1W062010 Dwas.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14111 Rl AE PER 1569.Ddf Created by Independent Third Party: Yes 14111.2 Gladiator/Finishield 3'-0" x 6-8", X, Opaque Inswing and Outswing Impact Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14111 RI C CAC NI010117-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +50/-50 Installation Instructions Other: FL14111 R1 II 3WI52009 DWDs.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14111 Rl AE PER 1570.pdf Created by Independent Third Party: Yes 3i.TCi2 faext Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity,. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.4B7.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: AFE https:/lwmfloridabuilding.org/pr/pr app dtl.aspx?paran>=wGEVXQvADgsKhgANZgZan5ol4ObBHWNrutZMJN2BzsWBNM7H`/`2beconQ`/o3d`/o3d 212 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE (FSC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330-02. E331-00. E283-04. E1886-05, E1996.05b & AAMA 1304d12. WIND ZONE IWO) RATING n 4 2. 2X AND 1X 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. SCALE BASED ON I lx1?SHEET SIZE. 6. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 7. 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 LENGTHIDH HEIGHT IS 1 A. DOOR LEAF CONSTRUCTION: FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND 0£NSITY EXPANDED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 20-GAUGE (.018' MIN) GALVANIZED STEEL. THE FACE SHEETS ARE SENT 90' OVER THE 1.6SW X 1.W LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL THE AVERAGE MINIMUM YIELD STRENGTH OF 25 GA SHEET METAL SKIN IS 38,400 psi. THE 1.WS'X1.203' BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018- MIN) STEEL THE WOOD LOCK BLOCK IS 1.688, X 3118' X 12'. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF FINGER JOINTED PINE. THE INSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. THE OUTSTANG SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. TOP CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. 7116' X 2' LONG STAPLES PER TOP CORNER. BOTTOM CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7116' X 2' LONG STAPLES PER BOTTOM CORNER. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. . 37 V;2- MAX OVERALL FRAME WIDTH 35 314' {'" ") PANELWIDTH I = 19 \ U7 18 O� 17-7 g l v NOTE 2 M I MOTE 2 SINGLE UNIT (X) (INSWING IMPACT) ra NOTE: 1- ALL VIEWS FROM INTERIOR. 2• MASONRY AND CONCRETE CONSTRUCTION. TABLE 1 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR ONLY INSWING POSITIVE +50 NEGATIVE .50 OUTSWING POSITIVE +50 NEGATIVE -50 ALEX SPYROU 2012.01.23 22A2:76-05-0(Y ` * Nc Cert hedon No., N 16,16, 11 Date RWeweF_ 1 I 9E w o Q L m 02u�i ZOy uj me 2wz t OW02w�O3 li Ao AR9z * _ d0 >F :BUJ CAM, 12/18109 In,=v ate• S.FREY caaa:vc wn.: JW162009 ram s, aas 11ICJ .... SPiEEY 1 Ct 7 .1 a 1 ,pj X `2.. tu " {!P SEEDETAILA SHEET6 -- i" MIN. 1' MIN NOTE 2 *21 NOTE 9 1" I MIN, + 'j—� 2 �~ 1" MIN 1"MIN 1 .. 1' MIN 5PNOTE NOTE 227 _ ' • �� 4 . , � d j93710•ITW '.> `. T� ham DESCRIPTION Makdal 1 HINGE. MIS 111^4•Cx'8' FI ERMINTED ME TREATED PINE 2 HEAD JAMB 1 1WO-W 9INCERJOINTED P[NE TREATED PINE 3 WCH.MMG 1•tiSScS•52'FINGERICINTfO PINE TREATED PINE 4 OUTSWPIG THRESHOLDAF00 MODEL 11TTH9TS &t833-TS'CDLIPOSITB ALU49N 5 910 PH1LU:?JSaATHFAD%WX0 SCREW WITH I W Mift WOEDMENT 5TEE6 4•z 4' BUTT HINGE 12GA..OSY 14N STEEI 7 49 z 3t4' PHILLIPS FLATHM- WOD SCREW, 9 410: 112• PHILLIPS FLATHEAD WOOD SCREW STEEI BUILDEX TAPCON V4TH 11tVWN.£AIBEDSIENF STEE2 10 CGMPRESSIONWEATHERSTRIP LUSe H$DX11 INSWING THRESI-04D ENDURA 19MAILP56WMF12a S063-TSGOSIPOSITE ALUMIN 12 TOF"t LAMINATED VENEER UMBER LVL 13 80TTOM RAf1.25GA(0,010") GALVANIZED. STEEL _-�—____ STEEI SEE DETAIL A — SHEETS O S C? a n 2 2T 27 411t2' 5EE NOTE 1 MIN. EMB. S 1 MIN 1' MIN /-A1 VERTICAL CROSS SECTION. DOORTVP. WOOD FRAME INSTALLATION Del It m� � 1,9 o x t Z d a 4. MIN. 1' h11N z w /-01 VERTICAL CR 5ECTION,. ORTYP, 2j MASONRY AND CONCRETE INSTALLATION FADS 2'. LOCATEDAT THE BOTTOMOF EACH JAMB LEG ON TOP OF THE SILL. BEHIND THE WEATHERSTRIP NOTE 1; 1X MAY BE UTILIZED AS AN OPTION AS LONG AS tgfiWO EMBEDMENT DEPTH, INTO MASONRY. COINC $IRS IS MAINTAINED. �4%, t%• gg 66 NOTE 2: OPTIONALLY, ANCHOR CAN BE PLACED IM11�tA'aRiO�l SE ORJAMB No ir7t Chi n No.: otF r o i z) Reviewed By; Date Review _t11�- _ __•_•••_ J � Ci3 ZoQM a.LL co �¢YQ�N J 4 ct p In co `:c CL WOOD SC j Q V u� • 1 Z 0 WOOD FOAM STEEL. VANIZAD C1 a 2 w O� VINYL FOAM X" ?wz CLw ¢€ a Ni3 woop STEEL Oo -J Oi3 ❑0" 1q�z, {N�y}:> •C a9 z JW152009 �eT2 a� 7 T r SEE NOTE 1 2t ' , 1 1i4' V4• MAN. caD 1t4^ nvcx. tta• MAx. N1IN, EMIL SHIM 1 VT — —SHIM 1 tt4• H!M SEEDETAILA � 114* MAX. NUN. EMS. MI,N. EMS. �SHEET 6 p SEE DETAIL A 1 11t2^ SEE DETAIL A / y SEEDETAILSHIM I SHEETS I MtN.EMB SHEET6 z 1 5 24 �j SHEET 21 3 21 s .� SO 18 16 ¢i 0 1 ¢ I 1e+1 1a w t 10 15 10 _ Z t_ cv • I N 0 Lj J 14 10 w � i "� �Ci u}-r '51— t ? ¢CL J r y r a,r.:. �.•C:i C i �O 2 1 'c,� i:^^W z ^z r t s 2� n F f+l�.y 1UL GV u of iu i S .�i"'n '1'lii w 9 ..is,. W Y co -.,y.. LL' N t 23 T 6 �2 g S 28 0 i m 20 3 INTERIOR Q d y INTERIOR 23 7 6 _8 f _ INTERIOR 21 SEE NOTE t 23 INTERIOR p i.qen SEE NOTE t 21 7 2D 018SEE NOTE i A IZ NTA1. CROSS SECTION a HORIZONTAL CROSS SECTION C HORIZONTAL CROSS SECTION UJ Y a ,� 0 IZ NTA R S SECTION 3 VIEW AT DOOR H CONCRETE E JAMB 3 VIEW AT DOOR HINGEtSIDE JAMB S VIEW AT DOOR LATCH S[DE JAMB 3 VIEW AT DOOR LATCH1SfDE JAMS (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) (4YOOD INSTALL) (MASONRY AND CONCRETE INSTALL) P MIN. 1"MdN. 1� i 1d2' MIN. EM SHIM THK. SEE DETAIL itS SHEET OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 2 & 3. THIS PAGE NOTES. 1.1X MAY BEUTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED. 2. OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMS AS LONG AS MIN. EDGE DISTANCE IS MAINTAINED. 3. TAPCON SPACING BETWEEN ANCHORS SANIE AS WOOD SCREW CONFIGURATIQN tat+t'�++tr . to mml Ueitif mf on No.. Wend BT. Date Re�S: JYJ152009 Eaa_OF % lw MAX SHIM THK. SEE DETAIL A SHEET 2 77)NOTE 1 r a -1 2 J Lu h y 1, w �MIN� I" MIN 21 27 A TICAL CROSSN. DOOR TYP, 4 WOOD FRAME INSTALLATION (SCALE: 3 -V-0 ) a 1' MIN. 1' MIN.NOTE 2 8 21 27 NOTE 1 1' MIN. 1' m �Mit rz SEE DETAIL SHEET6 MIN MIN B VERTICAL CROSS SECTION. DOOR TYP. 4 MASONRY AND CONCRETE INSTALLATION (SCALE: 3'=1'.W) 37112' MAX OVERALL FRAME -- WIDTH 35 314' MAX. PANEL WIDTH SLu \ Lu J a J OLu ^° / z NOTE NOTE O � R j a e NOTE 2 {EXTERIOR VIEW} SINGLE UNIT (X) OUTSWING IMPACT (SCALE: V2 =1 W) NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED. NOTE 2: OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB NOTE 3: MASONRY AND CONCRETE:DONSTRUCTION. Reviewed By: Date Reviewed—`i��o U O d G J Li m0 ~ J ;; z0�m 2 LU � ¢ pnMtn 2M�a 1u n dWZ aul zp to �h t l w d y f�1�1 Luu to Vto O uV j ZV OWE = rlg O'D ¢ Q� �: z cc zL z e JW152009 12Y W. ia.lux -hsa..;ht +r+caee>t,e�ax�c� i �c..�,ez�rnsm�nne.:ns:a u��er�a- 7 SEE NOTE 1 21 2 1 19' 4 t EMB, 114' MAK SEEDETAILA SHIM SHEETS ! ^I `f r 24 1 ! �14 10 r' 1Iz�u• !— 0 Z EXTERIOR 23 7 8 8 A H RIZ NTAL CROSS SECTION �Qj VIEW AT DOOR HINGE-3SIDE JAMB (MASONRY AND CONCRETE INSTALL) 1* MIN. 1'MIN, 1 tt2' h1EN. EM 1 1(4' MIN. SHIM TH€S. 1 �U99 SEE DETAIL i0 SHEET 6 OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 2 & 3, THIS PAGE MAX SH1hS SEE DETAILET 1r2' MIN, EMB 114'MAX. — SHIM SEE DETAIL A 1114' WMAX SEEDETAILA hi1N.EM6, I HIM SHEET& .Z� 3 �6 4s n 0! 'D 0 6 SHEET6 r I N, E MIN.EiiB. SHEET 1 24 t f0 1818 m (� 1 1818 '( p N 22r SF— n < U�47 J Z CL �Ch CL Z6 `. `d B d �z ¢ 3 •!Ji• EU 6 7 6 2 8 2' 2J w 28 23 „EXTERIOR �' 20 3 22 EXTERIOR W Q F .- 1` EXTERIOR SEE NOTE 1 220 SEE NOTE 2f 2 28 1 7 EE NOTE 9 W n D= HORIZONTAL CRQSS SECTION _ _ L C_ 1 HORf -ONTAI CROSS SECTION t ON 14RI ,ONTAL CROSS SECTION \,V VIEW AT DOOR HINGEISIDE JAMB 5 VIE4'YAT DOOR LATCHISIDE JAMB 5 VIEW AT DOOR LATCHSIDE JAMB (WOOD INSTALL) (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) NOTES: 1, 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED, 2. OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MIN. EDGE DISTANCE IS MAINTAINED. 3. TAPCON SPACING BETWE,�SJ611I6JPRS SAME AS MOOD SCREW CONFIGURATE�j{i1 �$ SPI.4�f` Ad&ndo to KA I Certification o.: Ni o i n 1 r- —fz. I Reviewed Bp: Bate Revievrel— tr O ,y O � Q aaW U on Zen 0 a10 h 2-0 QU u.,c7— xw h C,ul m zw 0 o i- K O O a0 �� a 2 R' ip h' �c5�� rm e r cira 6t o+a'usi rro.: Cr�� ew9q�ax JW152009 L�, <<+ �s,w.ewauacnwes.caa SYitl a Ra,a, r19JC3 17{t1 tLNC CdY tlI•A!wSYa'liaalaa. 2'a5?8 S*�f �G: % _ _ F61*011111-1 Z MAX. 14' O.C. Typ. -T 3-Typ' t — I . 60 z -21 Z:) 0 tux vai goo SEE DETAIL C 111W C-SINK. - IL. /— NOTE I - USE #10 WOOD INSTALLATION SCREW Wl 1,60' MIN, EMBEDMENT (0CD WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 1� cn 2- USE X16"ITW TAPCON ANCHOR W4'1 114* MIN. EMBED. > a: WHEN INSTALLING INTO CONCRETEIMASONRY SUBSTRATE AT SIDELITE SILLS. 1 0 DETAIL -A 3 - SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 114"OR co SCALE: 6"=T-0" 314:THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT to cc _J4 IS MAINTAINED. z C) a- Z LU 00 X UJ Lu n m CL S - C-0EW[Eka-DRETAIL AT HEAD CMOIR�NIERDETAIL AT SILL NOTE 2 ANCHORING ,U_bg��LE SCALE: 3/81 -V 0' DETAIL - D DETAIL -E HINGE DETAIL LATCH & CFADBOLT STRIKE PLATES NOTES: I -ANCHOR SPACING FOR BOTH INSWING & OUTSWING. 2, ONLY 2 STA%tWlPVAjGfjRNER AT SILL FOR OUTSWING. Am% S"P.F. ceffimlon No.: Reiiewed E: Loa9mvia :. JW152009 { ^- 4 9116' 4" � — 1— 3f6• � � o o 0 0 WOOD3IAMB FINGERJOINTEO PINE 1 SCALE: 6' =1'-0" 3 %'1 BUTT HINGE 4%4x12 GA STEEL J SCALE. 6' _,•-0• tom• �� 1 i • LATCH STILE TOP RAIL 12 14 15 �11NATEO VENEER LUMBER (LVL) SCALE: ti6 LOCK BLOCK FINGERJOINTED PINE SCALE:6' V-0' iT FF-FC 1 25 DOOR BOTTOM SWEEP VINYL SCALE:6'=1-W t+-• 1 3f4' --� 26 CORNER PADS PLASTIC SCALE:6' + RESHOLO 6063 T5 ALAN CRONM OSITE AF 0 0UTSWINC THRESHOLD J 6063 T5 AL AND COMPOSITE SCALE: 6' =1'-0' > � 1 �r LATCH PLATE 28 STEEL SCALE �. I—, 11Ns• --I � �1/2' 20 COMPRESSION �,f8" •—� m0 I- (n J WEATHERSTRIP FOAM „v 318' 0 CC �, Z 0 M SCALE: 6" -1'-0' BOTTOM RAIL Z 11t NJ `1 = f3 25 GA. STEEL tL SCALE: 6' =1'•D• Cj h. CS W c0 Y. d w � flQW 0Milo � C�Q � z ��N o OpO i4 L QwF m D- 40 oo00 *: No {�10 -- _ MALL, ASNOTED S. FREi 9' f FATE Of JW52008 Addendum to NAMt +++55, •...... ��y �� nzw r +>n sa = ++i,fON AL E�� vrrc�p,.n.re �x� a;�ar 7 cs t Ceilication No. Reviewed Bir Date Revie'f�e ,��