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Permits(2) Windows/Door Unit 8, 2233 Seminole 2010 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001145 Date 10/05/10 Property Address . . . . . . 2233 SEMINOLE RD UNIT 008 Application type description WINDOW AND/OR DOOR Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3327 ---------------------------------------------------------------------------- Application desc 4 replacement windows ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MEYER AMERICAN WINDOW PRODUCTS 2233 SEMINOLE #008 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------------------------------------------------------------------- Permit . . . . . . WINDOW AND/OR DOOR PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00 Issue Date . . . . Valuation . . . . 3327 Expiration Date 4/03/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 14 STATE DBPR SURCHARGE 2 . 14 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Other Fee Total 4 . 28 4 . 28 . 00 . 00 Grand Total 109 . 28 109 . 28 . 00 . 00 PERMIT IS APPROVED ONLV IN ACCORDANCE WITH A[,L CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. u1ji CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r Application Number . . . . . 10-00001145 Date 10/05/10 Property Address . . . . . . 2233 SEMINOLE RD UNIT 008 Application type description WINDOW AND/OR DOOR Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3327 ---------------------------------------------------------------------------- Application desc 4 replacement windows ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MEYER AMERICAN WINDOW PRODUCTS 2233 SEMINOLE #008 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------------------------------------------------------------------- Permit . . . . . . WINDOW AND/OR DOOR PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00 Issue Date . . . . Valuation . . . . 3327 Expiration Date . . 4/03/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 14 STATE DBPR SURCHARGE 2 . 14 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Other Fee Total 4 . 28 4 . 28 . 00 . 00 Grand Total 109 . 28 109 . 28 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building D artment.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM 2- E Department Property Address: Seltt I—A v/I- review required Ye 0 Building:? 7 P 7oning Applicant el ()/?-71 /0 124 IJ nning Tree Administrator Project: eE g �4 OK Public Works Public Utilities Public Safety Fire Services 9,Qikkllclf Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 03A/pproved. FlDenied. (Circle one.) Comments: Q�LDIN PLANNING &ZONING Reviewed by: 0, Date: C&Q 14 TREE ADMIN. Second Review: FlApproved as revised. RlDen4/d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: E]Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 ,9 ,1 Job Address: 22�5:3 e- Permit Number: 119 Legal Description Oci-_Z_D -2q 6 !2�" Parcel m I (Vq 6r1i - 0I I U Floor Area ot Ft. Sq.Ft 17-1, "'-.+p Valuation of Work$:3�52 rl , 0 0 Prop he d/cooled non-heated/cooled Class of Work(circle one): New Addition CAI.teration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(�) (�ircle one): commercial Residential If an existing structure,is a fire sprinider system installed? (Circle one): Yes No N/A Florida Product Approval # 1"'3 ,7�- For multiple products use product approval form Describe in detail the type of work to be performed: + !L�LpeLa &VAMUlk W I I a"s Property Owner Information: Name:ejl-e"I tAwa, Address: _`:X- n-u'ru�c p2d city-/46 ,-j IJ State EVip S24_2?�3Phone 12-14 _1 - E-Mail or Fax#(Optional) Contractor Information: AMERICAN WINDOW Company Name: PRODUCTS, INC. Qualifying Agent: -4 26333 POWERS AVE -- -h - Address: JACKSONVILLE, FL 32207 city— State Zip Office Phone -751- -2-'4 4 -7 Job Site/Contact Number —Fax# -7 _Z State Certification/Registration#_ C-0 C_ i-2-1e)1 -2 0 -1 Architect Name&Phone# WA Engineer's Name&Phone# Fee Simple Title Holder Name and Address UH r ME) Bonding Company Name and Address UU1 Mortgage Lender Name and Address 4pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in thisjurisdiction. This permit becomes null and void ffwork is not commenced within six(6�months, or i(construction or work is suspended or abandonedfor a period ofsix�6)months at any time after work is commenced I understand that separate permits must be securedfor Electricar Work,Plumbing,Sikns, Wells,Pools, Furnaces,Boileis�Heafers, Tanks and Air Conditioners,eta 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. Ihere,lb certify that I have read and examined thi's application and know the same to be true and correct. All provisions of laws and ordinances governing this I work will be coMplied with whether specit`red herein or not. The granting qf a permit does not presume to give authority to violate or cancel the provisions of any otherfederal,state, or local 7aw regulating construction or the p&f6rmance of construction. Signature of Owrik�,&/� Signature of Contractor Print Name Print Name - 1 1 .......... ..................................... ..... .......... ........................................................ Swo Swo and subscribed before me this Day of T-K tj J0;r .20 q1%j 0 -rwr,v Uat"ACH No1arynWERWj%!t0RADBMn%M Notary Public 1__� REQUIREM '011 BEM FELDER ,WEXPIRES:December 7,2011 MY COMMISSION#DD 702756 Revised0l.26.10 &N Bonds NW Spices REVIEWED BY: EXPIRES:December 7,2011 Bonded Thru Budget Notary Services ................. NOTICE Of COMMENCEMENT peot No. county TteundersignsO hereby gives notice that lmpmvementS ya be jnAdei h Corta�p stal PXPedy7 and In umdanoa with-section 713,13 of the Rodda ftutm,the-follovAng-Infotmagon is provtded In ft H0110E OF COMMENCEMEW1 C) Legal desWppon I of�j r"y8i'LS!'" V,'able) (Oq I�i - 7 Cq- -'ZI;a - GefterW d an ofbtnProvemints I n.a-Qws qwner 012gil ejA eT -'-1 a Addrm omes InWrest In site of the Impmvern ein 2'-] > Fee tkhple Tide holder.(If oter thaft omer). Raw— Ad&= tdER16AN�0414100w cont ----Pgclnlj TA, Ac. 26,13 POWERS AVt.. JAQKZ5UMV me, F-t:seew till, unt of b9nd Any peon Mang glown for the centh* f MY ihe 40mernents: :dre�a Pws6n YAWn Ifte ShiW of—F7—odd&dw' 9ww1by4wn6r.upon whom dtices;or other docuftnts-my[%e swed a4 provided by secdoh 713,18(j)(a)7.ftftttjtut., IROddltlon to himself, own r e etignates, Of 1IJWwMoPy'offt.UeA lJoNdum 0 aspdavidefts EVhfta d4e of Notice of C'041MOnWhOnt(th@*;e-VWon date Is one tmrding q a dIfferent'date is Apecito yeg ft&to.of 0 Ndtary.Rubber Stamp seal 00c#:�010214,�36, OR 8KI:D366 Pagel-264, 20. Numb"Pages: 1 Recorded 090 4,'2010 at 01:55 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10-00 VICKIGM MY COMMISSION#OD 774313 EXPIRES:May 13,20`12 "I""V..,do, porKM ThqBudgO No"gw�w �>Csv- L L 30,vc/ rIL)JILM DUU1411%%-UUV V1U111C A US%' L V.L A, SM Home Wg In User Wiaration Hot Topics Submit Surcharge Slats&Facts Publications Fsc stw sas sce map unks seach Amk.roduct Approval R:Public User Product Approval Menu>Pmduct or Application Search>Application List>Applicadon DeMil FL# FL13322 Application Type New 2007 Code Version Application Status Approved Comments Archived Product Manufacturer Gorell Enterprises Inc. Address/Phone/Email 1380 Wayne Ave. Indiana,PA 15701 (724)465-1839 rglbson@gorell.com Authorized Signature Richard Gibson rgibson@gorell.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Stan-dard Year AAMAIWDMAICSA 101/l.S.2/A440 2005 ASTM E1886/E1996 2005 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 11/10/2009 Date Validated 01/04/2010 Date Pending FBC Approval 01/05/2010 http://www.floridabuildiii,Ly.org/pr/pr�app dti.aspx?patam---WGEVXQVADOIIFSbTbio/o2b3j... 4/27/2010 .Pioncta 13mcung U00 UfflIne ragez oi r Date Approved 02/02/2010 ru mmary of Products r - FL* 0101lodel,Number or Name Descriprion 13322.1- 9P 50 Double hung 520 x 72" ii Umft of Use Certification Agency Certificate Approved for use in HVHZ:No FL13322—PO—C—CAC-530S DP50 AAMA APC 52x72.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/09/2013 Design Pressure:+50/-50 kristallation Instructions other: FL13322—RO—II—PS305 fctstener without stops 11-13- 09.pdf Verified By:American ArOltectural Manufacturers Association lCreated by Independent Third Party: Evaluation Reports Created by Independent Third Party: 13322.2 )5 Double hung DP 50 Impact double hung 52"x 72" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13322—RO—C—CAC—GS305 DP50 ASTM APC 52x72.p]df Approved for use outside HVHZ:Yes 1`113322—RO—C�-CAC-135305 impact glazing detalls.pdf impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure;+50/-50 12/12/2012 Other: Installation Instructions FL13322—RO_II.PS305 fastener without stops 11-13- 09.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; j ovartment of Community Aftirs Florida Building Code Online Codes and Standards 2555 Shuniard Oak Boulevard 70ahw=,Ronda 32399-2100 (W)487-1824,Fox(850)414-8436 C ZDOO-2010 The State of Horlda.All rights reserved. Privacy Statement I Copyright Statement I A ibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Appmval Accepts; liti-n-Humrw flnritia.bijildin-a.org/-or/nr a-on dt1.asDx?Daram=wGEVX0wtDq uFsbThP/o2b3i... 4/27/2010 #8 X 3- PPH 'A' HEAD NOTES: ANCHOR SCREW AT 1.) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR AS SHOWN, WITH LOAD MIDSPAN BEARING SHIM. SHIM BEHIND ALL FASTENERS 2.) CAULK WINDOW TO BUCK AS SHOWN. FRAMING MEMBER 3.) GLASS THICKNESS WILL VARY WITH WINDOW SIZE & DESIGN LOAD, AND 4 13/16 MUST COMPLY WITH ASTM—E1300. 3/16" SHIM WINDOW WIDTH SPACE(TYP) #8 X 3" PPH '9 JAMB 3sp ANCHOR SCREW 4" FROM EACH END, AND ONE AT MIDSPAN 4 3/4- ca HEAD 7/8- INSULATED GLASS UNIT CONSISTING OF 1/8" THICK(EXT) AND 1/4-P LAMINATED(INT) WITH A .060 PVB INNER LAYER. WINDOW HEIGHT A PERIMETER CAULK JOINT JAMB A SILL A A— A GORELL WINDOWS&DOORS=WiW Me FULL I Mum DAU 10-19-097� &A DMD ND MODEL G5305 ELEVATION MODEL 5305 FASTENER 17DETAIL 5305 WIO STOPS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001185 Date 10/04/10 Property Address . . . . . . 2233 SEMINOLE RD UNIT 008 Application type description WINDOW AND/OR DOOR Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1068 ---------------------------------------------------------------------------- Application desc REPLACE ENTRY DOOR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MEYER ROBERT & CHERYL LOWES HOME CENTERS INC 2233 SEMINOLE #008 4948 TELSON PLACE ATLANTIC BEACH FL 32233 ORLANDO FL 32812 (904) 486-4701 ---------------------------------------------------------------------------- Permit WINDOW AND/OR DOOR PERMIT Additional desc REPLACE ENTRY DOOR Permit Fee . . . . 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 1068 Expiration Date . . 4/02/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total 30 . 00 30 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 94 . 00 94 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALI, CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. JDuMjjj1AU rERWr APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Be'ack FL 32233 Office (904)247-5826 Fax(904)247-5845 Job Address: A3 3","A,�& 1'�P( Permit Number: Legal Description Parcel# Valuation of Work Class of Work(circle one): New Addition Alteration Re Move Demolition pool/spa window/door pEur Use of exigfing/proposed structureQ)(�ircle one): Commercial en If an existing structure,is it fire sprinmer system installed?(Circle one) 0 N/A Florida Product Approval 4 For multiple products use product approval form Describe in detail the type of work to be performed: U 0 ProR2rtv Owner Information: Name:4ft?-T-0,46k4ea Address: city Aji—p—4� E-Mail or Fax#(0 Contractor Information; Company Name:- e-Qualifyi_n A nt. Address: city State 4Q,' Zip Office Phone A— Job Sit Contact Number Fax# State Certific�attiorn/R7egistration e--I(-O e-01'7 Architect Name&Phone# Engineer's Name&Phone# M36 Fee Simple Title Holder Name and Address Bonding Company Name and Address— A.4' Mortgage Lender Name and Address M wo�k d in or installation has commenced ere n ape i the to , S'a' norto& ed he Sa thisjurisdiction. nisper7nitbecomes 11 t 0 i f nsft ap fi;e& sua be�(6 n �o qW o s m r w s� 's h to o' a rl.s a' 0 tc n L 's 0 wT th a d o d o k n ed w wo , m d I st t s par�) p r its mus e P0 I B �rk is� nce �r e ate t b secu ig�d S�g M, e T C b aAr on'*&�,a� WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMN[ENCEM[ENT MAY RESULT IN YOUR PAYING TWICE FOR EWROVEMIENTS TO YOUR PROPERTY. ][F YOU INTEND TO OBTAIN FINANCING CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOil NOTICE OF COAMENCEMENT. herelb cern 1* * n aM know the same to be true and correct Allpravistons of laws and ordinances graverning.this fy that I have read and examined th''s ot. =jpf work t�ll be com lied with whether svecYTO=ion The granting of a permit odoeZsop;�esume to ove authority to v4o(late cancel the _p ons 0; 1 s ti n. otherfe: state, or local law regulating construction or the peFfo�mance ofe n 35ignature of 0, Signature of Contra&A)r- Print Name Irint Name ............. ........................................... ........................................... )Wo and sub be 0 C CURTIS JR Sworn to and subscribld before me his Im Day of tft4aza�zwn= 2010 this ;ri�f�ay of 45 .20/d 'njjjk!=S:AUG Ik 2M3__ A N&—ary PubliCuwHA L'.'P- RTIik-----------: �( :jPVftE5-FOR CODE C-07MPULANCE Comm#DDW M CITY OF ATLANTIC BEACH "Nsed 0 1.26,10 SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. rE Assn.,Inc BY.- FILEI P 'I", DATE: sg,* �M\ X M'M ION. amie-, User Registration Hot Topics' Submit Surcharge': Stats&Facts: Publications: FBC BCIS Home : Log In ...... Product Approval USER: Public User Product AD roval Menu,> Product or ARplication Search >Agglication Lis >Application Detail .......... q% FL# FL12509 ............ Application Type New Code Version 2007 Application Status Approved ..... ...... ...... Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)882-3451 Ext2900 stevesa@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 ASTM-E330 ASTM-E331 TAS-202 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/29/2009 Date Validated 04/30/2009 Date Pending FBC Approval 05/06/2009 Date Approved 06/09/2009 Summary of Products I FL# Model, Number or Name Description 12509.1 Gladiator/Finishield 12'-0"x 6'-8", Glazed, Steel,Wood I without Sidelites I Limits of Use Certification Agency Certificate I Approved for use in HVHZ: Yes FL12509_R0_C—CAC—NI009861-R 11 Approved for use outside HVHZ:Yes Quality Assurance Contract Exph Impact Resistant: No 10/31/2012 Design Pressure: +45/-45 Installation Instructions Other: Product Can Be Installed In The X,OX/XO,OXO,XX,OXX/XXO, FL12509—RO_ll—IW192008.PDF and OXXO Configurations Per Installation Instructions Verified By: National Accreditation Created by Independent Third Part, Evaluation Reports FL12509—RO AE Glad—Fin, Rpt 6 Created by Independent Third Part, -------------- ------------------------------------------- 112509.2 Gladiator/Finishield 12'-0"x 6'-8", Glazed,Steel,Wood I without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12509—RO—C—CAC—NIO09861-P Approved for use outside HVHZ:Yes Quality Assurance Contract Exph Impact Resistant: No 10/31/2012 Design Pressure: +55/-55 Installation Instructions Other: Product Can Be Installed In The X,OX/XO,OXO,XX, OXX/XXO, FL12509—RO-11—JW192008.PDF 11 and OXXO Configurations Per Installation Instructions; and Must Be Verified By: National Accreditation Installed With Surface Bolts. Created by independent Third Part, Evaluation Reports FL12509—RO—AE—Glad—Fin, Rpt 6 Created by Independent Third Part, ---------- ----------- ------------------- ------------------- ---------------------------- --—--------------------------- --—----—------------ 1: 12509.3 Gladiator/Finishield 12'-0"x 6'-8", Glazed, Steel,Wood I without Sidelites I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12509—RO C_CAC N1009861-R Approved for use outside HVHZ:Yes Quality Assurance Contract Expit Impact Resistant: No 10/31/2012 Design Pressure: +45/-45 Installation Instructions Other: Product Can Be Installed In The X,OX/XO,OXO,XX,OXX/XXO, FL12509—RO-11—JW122008.PDF and OXXO Configurations Per Installation Instructions Verified By: National Accreditation Created by Independent Third Part, Evaluation Reports FL12509—RO AE Glad Fin,Rpt 6 Created by Independent Third Part 1 12509.4 Gladiator/Finishield 12'-0"x 6'-8",Glazed,Steel,Wood I without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12509_RO—C—CAC—NIO09861-R Approved for use outside HVHZ: Yes Quality Assurance Contract Exph Impact Resistant: No 10/31/2012 I Design Pressure: +55/-55 Installation Instructions Other: Product Can Be Installed In The X,OX/XO,OXO,XX,OXXJXXO, FL12509_RO-11—JW122008.PDF and OXXO Configurations Per Installation Instructions; and Must Be Verified By: National Accreditation Installed With Surface Bolts. Created by Independent Third Part, Evaluation Reports FL12509—RO—AE—Glad—Fin, Rpt 6 Created by Independent Third Part, FA;7o] Fo-�:!-� Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Fax(850)414-8436 (D 2000-2010 The State of Florida.All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer S Product Approval Accepts: GaZU!�ED ---148 1/2"MAX OVERALL FRAME WIDTH r 14"MAX, L 37 114"MAX. STEEL DOOR SYSTIN FRAME WIDTH DOUBLE FRAME WIDTH 37 1/4*MAX. 35 W4"MAX. FRAME WIDTH 721/4"MAX. > 1. THE PRODUCT SHOWN HEREIN IS DESIGNED PANELWIDTH DOUBLE PANEL WIDTH 35 314"MAX. 1 0 TO COMPLY NTH THE CURRENT FLORIDA PANELWIDTH m - BUILDING CODE(FBC)BASED ON THE SIGNED co�; AND SEALED DATE:INCLUDING HVHZ AND HAS jr -I BEEN EVALUATED 114 ACCORDANCE WITH TAS p - 202-94 AND ASTM F330 AND ASTM E331. IL LL cj MAX. MA)L 04AX MAX. UJ co L'u LLI ni lir 02117/ .ql 1/8. 021 118" 2. 2XAND 1XW00O SUCKS BYOTHERS.MUSTBE z ANCHORED PROPERLY TO TRANSFER LOADS D.L.O. 0/0 O.�lv D'LO' . x WIDTH IDTH WIDT' WIDTH TO THE STRUCTURE. /Ill H\ ci z 3. PRODUCT ANCHOR45 SHALL BE AS LISTED 9 AND SPACED AS SHOWN ON DETAILS. ItIN 0 im w I ll�_ Mr — — 17 KT' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NOTE4 NOTE2 NOM2 t NOTE4 cl Vj 4� DESIGNED PRESSURE RATING SEE TA3LE 1, x PAGEI. 5. FLORIDA APPROVED IMPACT RESISTANCE SHUT-feRS ARE REQUIRED INACTIVE ACT 6.SCALE BASED ON I lxl7 SHEET SIZE. Lu T_ RAGA61 SUR CE BOLT \-DBL43ACK c9 Q� 0.0 z DOOR LEAF CONSTRUCTION: NOTF3 N TE 4 JAMB MULL POST 13,wo FACE SHEETS;THE FACE SHEETS ARE GLUED TO NOTE2 �,4 a S Lu-d THE CORE AND SUBSTRATE NTH LMC ADHESIVE. MULL POST > umw Lu CORE DESIGN:THE CORE CONSISTS OF 1-1.25 NOTE 2 )o "�; ul POUND DENSITY EXPANED POLYSTYRENE(EPS). ul ca PANEL CONSTRUCTION,EACH DOOR PANEL IS QUAD UNIT(OXXO) &cz D FROM TWO SHEETS OF (INSWING NON-IMPACT) 0 m CONSTRUcTE oo§ FL NOTE: <�: 25-GAUGE(.018-MINIMUM)GALVAN2ED STEEL. zi THE FACE SHEETS ARE BENT 90'OVER THE ALL VIEWS FROM INTERIOR. ;_? I u� cr I 688'X 1.17 LVL(LAMINATED VENEER LUMBER) 2-MULL POSTS&DOUBLE BACK 0 0 ol 0 1 STILES ANDTOPRAIL.THE IS8frXl.2D3" JAMBS ARE INTERCHANGEABLE. C, x cr BOTTOM RAIL CONSISTS OF ROLLED-FORM ED 3-SURFACE BOLT NOT REQUIRF:0 FOR a. GALVANIZED 25-GAUGE(.019-MINIMUM)STEEL. APPLICATIONS OF DP45 OR LESS. THE WOOD LOCK BLOCK IS 1.6W X 3118"X 12'. 4-OPTIONAL MASONRY CONSTRUCTION. FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD.THE SILL IS GUMPRISFO OF COMPOSITE MATERIAL WTH D) Lu ALUMINUM CLADDING AND A SNAP FIT PLASTIC TABLEI ADJUSTABLE HEIC4-fT THRESHOLD AND VINYL DESIGN PRESSURE RATING < <n SIDELITE SILL SEAT.ALL CORNERS ARE COPED, m z BUTTED,SEALED USING SILICONE AND WHERE WATER INFILTRATION FASTENED USING THREE 16 GAL 7/lfr'X 2"LONG REQUIREMENT 15 NEEDED Li 92 0. OF CONTENTS WITHOUT BOLTS WITH STAPLES PER CORNER.THE VERTICAL BLE MULLIONS ARE FASTENED THROUGH THE HEAD SHT 0 DESCRIPTION $UIRI"AGE BOLTS AND-SILL USING FOUR#8X2-1/2"SCREWS PER 1 TYPICAL ELEVATIONS&GENERAL NOTES POSITIVE ±45 ±55 END.A 518"HOLE IS DRILLED AT THE CENTER OF 2 TYPICAL ELEVATIONS -WE-(;A-TIVE ±45 THE SILL AND A PLASTIC COVER IS INSERTED TO TYPICAL ELEVATIONS 155 RECEIVE THE BOTTOM ASTRAGAL BOLT,A W 4 .VERTI EXCROSS SECTIONS&BILL OF HOLE IS DRILLED AT THE CENTER OF THE FRAME I MATERIALS HEAD AND A METAL STRIKE PLATE IS FASTENED .5 VERTICAL&HORZ.CROSS SECTIONS USING TWO#6 X I 112'SCREWS TO RECEIVE THE 6 HORIZONTAL CROSSSFrTIONS 1,5 TOP ASTRAGAL BOLT.EACH FIXED PANEL IS 7 )RIZONTAL CROSS SECTIONS 04.06.09 SECURED INTO THE FRAME USING FOUR 16 GA_ 6 tA!4CHORING LOCATIONS&DETAILS S�E 318"*1- 7116"X 2"LONG STAPLES PER STiLE LOCATED 9' 9 1 ANCHORING LO IONS&DETAILS WBD--- AND 30"FROM EACH END FASTENEDTHROUGH 10 ANCHORING LOCATIONS&DETAILS THE JAMBS.ALL MULLION JOINERY AND THE 11 ANCHORING LOCAMON�&—DETAILS S.FREY FIXED PANELS I FRAME JOINERY ARE SEALED AT 12 JUNITCOMPONENTS THE INTERIOR AND EXTERIOR USING SILICONE JW192008 ADjuldo W NAN �Jwfion No.: Al I esn d?w,i— g I P�evieww Date Zz. —112*MAX.OVERALL FRAME WIDTH 1.11114-MAX.OvE RALL FRAME WIDTH 112"MAX.OVERALL FRAME WIDTH 37 114-MAX. 37 11Z'MAX� 37 14"MAX 37 112'MAX. 37114"MAX. -L 37 14-MAX WIDTH 37 1,4 MAX 14'MAX, FRAME WIDTH JeW'DT �-= — FRAMEWIDTH FRAMEWIDTH FRAME WIDTH jl`7� TH MAX_ ME WIDTH E PRAME WIDTH 35,V4-MAX. DMBL 35 3/4*MAX 35 314*MAX. 72 114*MAX PANEL WIDTH WIDTH 0) PA 5 314-MAX. JPANEL WIDTH 35 3/4.MAX '5 V4"MAX IPANEL PANEL WIDTH PANEL WIDTH DOVBLE PANEL WIDTH PANE TH >cr C) cl) ro A21 1/8" A21 lir 0 021 1/8' 021118 �ql 118- '21 r) x -.j Lu Li X iu- MAX. AX, z o -j MAX. MAX- MAX. MAX. < D.LO. 0. 0. D.L.0 6 D-L.O- D L. D.L.O. 0� (L LL.Cj w co WIDTH JO 0 WIDTH W10 2 WIDTH WIDTH _12 WIDTH /96TH IN S2 WIDTH y m co w I I -JL Li 0 x w d'- w ciui 3: Ln tu w uj \AX 1) 0. Wo NOTE NOTE NOTE NO 2 NWTE 4 t— — 9 FE NOTE �t N NOTE 2 ;2t 1 4 4 4 4 4 A IV UC IS) Av C9 FIXED FIXED FIXED LINACT ACTIV RXED TIV ASTRAGAL '-�WTE 4 (t)(4) uj V.TE 4 NOTE4 N TE"4NPIE JAMB MULL POST .9 TTE 4 DBL-BACK JAMB DBL-BACK L MULL POST SURFACE BOLT NOTE 2 MULLPOST SEE NOTE 3 MULL POST NOTE2 NOTE2 NOTE2 Lu uj Z Uj Lu TRI UNIT(OOX)OR(X001 TRI UNIT(OXXI OR Q(XQ) TRI UNIT(OXO) I ,3 SCALE:318�I'-(r SCALE: SCALE:318'�T-0' Lu z 37 I/Z'MAX 6 § T t., OVERALL FRAME WIDTH 74 3/4"MAX 74"MAX,OVERALL FRAME WIDTH OVERALL FRAME WIDTH PANEL WIDTH o 72 1/4"MAX.PANEL W DTH 0 Ak 36 318*WITH 5 314'MAX 36 314'M 11 f ASTRAGAL FPAINEL WIDTH PANELWIDTH ""B' C3 CO w X "21 1/6' 1,18- MAX- �'21 1 'l 1�- WID ru Lu D L.O� .0. > a 0. OL. 0 m 0 z ID'TH 'ffl�WiDT -42 Ir WIDTH IDTH W up /a :c M psi CL w T m I NOTE� 0 im — :� I ui ?A wZ 7 2 z 7 — 9- T 't NOTE 4 NOTE4 1-ALL VIEWS FROM INTERIOR. (L < 0 < C'i 0. 2 CL I 0�i < a 17 2-MULL POSTS&DOLI BLE BACK A4 NOTE 4 &; JAMBS ARE INTERCHANGEABLE NOTE4 NOTE4 I a-SURFACE BOLT NOT REQUIRED FOR m m NOTE2 APPLICATIONS OF DP45 OR LESS. LACTIV 4-FOR MASONRY CONSTRUCTION. FIXE I INACTIVE T w AC�q TI:4 t!======= \ If <z -F— ASTRAGAL SINGLE UNIT(X) NOTE 4 ftTE 4 SCALE:3/8*=1'-U' WE 04.06.09 SURFACE BOLT NOTE4 DBL-BAGK AS NOTED SEE NOTE 3 JAMB MULL POST om av w(3D NOTE2 4u,64 — CHKAY. S FREY DUALMIT X>�( DUAL UNIT(CX)OR(XQ SCALE:3/8'�1'-O' SCALE 318"-V-0" JW192008 hu�kmutkii to NW 12 !6'ition Nw Afin 0 99 (o I–;Z I lemvi W. Dale Rnwer 105-MAX OVERALL WIDTH 89 10'MAX OVERALL WIDTH 68 lr2"MAX 74"MAX 15 10 74"MAX OVERALL WIDTH MAX DOUBLE FRAME WIDTH FRAME WIDTH 15 112*MAX. DOUBLE FRAME WIDTH 37 1P2'MAX 72114*MAX 14"MAX FRAME WIDTH FRAME WIDTH 15117MAX- > DCHJBLF PANEL WIDTH PANEL WIDTH 14'MAX 72 1/4*MAX 35 XV MAX FRAME WIDTH -1 0 PANEL WIDTH DOUBLE PANEL WIDTH PANEL WIDTH 14 3/4'MAX co I F PANEL WIPTH (q 0 Cc _j z C) Lj�.Cm :021118- 1/8" AV IL < . a X 2� LU cc M A' AX ED I l/w 7 uJ yxw 114AX < �-�L D_ 0. < I) O� D.L)O. .0- D. CD :2 Lo El 1p m Lli 0 x -i cl)< UJ r� -i _j C3 ui > x M 0 1) 0 -rN 0 C) �e EL LLj uj MN z 17 w .v d__L 0 NA x < 0 '�7 ci 0 2 TF4 < Z NOTE 4 NWT E 4 xc - A 0. im 2 � g t INOTE 4 m n- NOTE 4 7-6 HTE 4 x S.MAX. !!12 6'MAX N 2 N O.L.O. D.L.0- 6, w 6'MAX Fl J��C bp D.L.0- ACTIVE "XE CT b n INACTIVE 4� F IL FI E ____7 _ JACII v a ASTRAGA71 f ASTRAGAL C8 0 TE4 TE4 NOTE4 N TE4 1 Ln SURFACE SOLT SURFACE BOLT N&4 _�WTE 4 id�2 z SEE NOTE 3 SEENOTE3 I V,Lu Ui QUAD UNIT(OXXO) TRI UNIT I0XX)OR IXXO) TR�UNIT(O= 00 z ON SCALE:318'=l'-(r SCALE �057 0 u 53"MAX :5 37 V2*MAX 0 OVERALL WIDTH FRAME WIDTH 15 m"MAX. 37 VZMAX FRAME WIDTH FRAME WIDTH 35 3/4'MAX 14"MAX. 35 314'MAX PANEL MOTH PANEL WIDTH PANELWIDTH NOTE; U) 1 95181, 1- ALL VIEWS FROM INTERIOR. (9 ,u 118- AX 2-MULL POSTS&DOUBLE JACK z Aj < - MAX %DO.. JAMBS ARE INTERCHANGEABLE. D.b�,O S? 2 d 7- w 3- SURFACE BOLT NOT REQUIRED FOR 0 LD < uj LO rt:\ ir 7,i�O APPLICATIONS OF D"5 OR LES& > m IX w > 4-FOR MASONRY CONSTRUCTION. ui i NOTE4 w x z 0 NfTE 4 4 NOTE IN TE 4 X< NO 6'MAX. D.L.O. T 1p J E AC 11 T6C_qTIVE WE 04.05.09 ScAa:AS NOTED OWG el� woo N TE4 N E4 c-ay S FRIv DUAL UNIT(OX)OR(XO) SINGLE VENT UNIT QQ jwI92008 SCALE:318"-V-0' SCALE:318'�V-0' lev"ed&f. Oale Haftit, V MIN. 1"MIN. I'MIN DESCRIPTION Material m 'I'MIN NOTE I NOTE I NOTE 1 2 I'MIN I HINGEJAUB uJ m 1"MIN -(l lK'x4-"'FINGERJ0INTED PINE) PINE 0 28 47 1.- LU 28 47 28 47 HEAD JAMB(I 114'x4.&r FINGERJOINTED PINE) PINE 5 5 co z 3 LATCH JAMB V�IWN4-6ffl-F&WERJOINTED PINE) PINE r- 5 6 cy) LL 4 $IDFLITF JAMB(I-IAN4-0'FINGERJOINTED PINEI PINE m 29 CD 29 29 —5 010 PHUIPS FLATHEAD WOOD SCREW WITH I lr2'MIN.EMBEDMENT STEEL > cr -j (:) w =6 JINGE 12GA.(OW MIN) ffEEL co 2 2 1 i!9x3N"PHIIJ-FSFLATH—EAD WOODSC-R-EW I- U) 5 010 X 1 lr2'PHILLIPS FLATHEAD,WOOD SCREW STEEL b a: -J Z 0 9 Tl(r EI&Q0 TAIRCON WITH 1 114"MIN.EMBEDMENT STEEL -J C, 10 COMPRESSION WFAT — CL I SEE D TAL A HERSTRIP(Lox&*9550) z LU co Il wmilw THRESHOLD ENDURA MODEL LLAI!5625RDSR- ALUMINUM W !.0 m SEE DETAIL SHEET 10 36 2 10 12 ZBD SEPJES SiDELITE SEATIENDURA) ALLUNUM SHEET'A 13 EXTRUDED ASTRKGAL tGLOBAL PR 3F :5 < 10 37 ALUMINUM ilO X—1-PHiLLIPS PAN WAD SHEET METAL SCREW STEEL < 16 31 16 ATA STRIKE PLATE-R4 JGLOBAL PIRMUCTS) STEEL Lu -J 31 31 ul 16 TOP RAIL(LAMINATED VENEER LUMBER) LVL cl) �c CL = 30 11 BOTTOM RAA.25GA(0.01 lr�GALVAN12ED STEEL STEEL 30 w 18 HINGE SIDE STILE(LAMINATED VENEER LUMBER) LVL 30 Ill co wmm 19 VTCH SIQE STILE GMNATEO VENEER LUMBER) 21 20 LOCK BLOCK x Tr LG PINE PINE 21 21 OIX LIP-LITE FRAME PLASTIC 2z 1 o(r OVER ALL INSULATED TEMIPERED GLASS CLASS 1.W O.A. 23 1SQa 7sle'CROWN.2"LONG STAPLES STM a 1,00"OA Ci Lu 24 CORFdJGATED NAIL 112'X 1-1116* STEEL 25 KWLKSFT LOCK SEMES 40D 0 Ln Sr-r QPTAII S2 0: 20 KWIKSETOEkDB0LT SERIES 980 0 0 27 #10 x 2"PHLLPS FLATHEADWOOD SCREW STEEL C3 AFE; SHEET7 we 0 w w 7 LLJ Lu 28 2.WOCQAYr WOOD w iE w w 29 NON-00h0PRESSION SHM wow 1;l z uj 3o EXPANDED POLYSTYRENE NATO 1.251ba DENSITY) -20 FOAM jwc' (n < QD 31 STEEL DOOR PANEL SKIN MATLRAL(25 GA GALYANIZED7 STEEL Ra I , 30 A-525 COMMERCIAL QMITY 0 018'MIN,THICK) GALVANIZED 00 3: 0 32 I;NSWNG VINYL DOCIR BOTTOM SWEEP L z 22 a22 33 CORNER PADS?.LOCATED AT THE BOTTCM OF EACH JAMB LEG FOAM SETTING ON TOP Of:THE SILL.BEHIND THE VWFATH ERSTRIP I 34 #fix 110 PHILLIPS WOOD SCREW STEEI Q. Q. _15 -QLID MULL POST,LAMINATED VENEER LUMIBER(LVL) WM tp 0 --- > 0. 36 W ROUNDED SCOTIA WOOD 37 SILICONE BEAD UC E now 42 38 ODL MOM 799 VENTED RALF LITE FRAME PLASTIC 39 2?EOVERALL IN81JLAT MPERED CKMS(VENT LITE PANELS) 40 DOU-BLE RACK JAMB,LAMINATED VENEER LUMBER(LVLj LVIL (D 81 41 198 x I"PHILLIPS FIATHFAZ WOOD SCREW STEEL 42 IVES SURFACE BOLT P54 8 Cr 1-15 X 15*THK STEEI. 17 17 143 ASTRAGAL BOLT STEEL z z SEX BMT io-a2 x I So 8 LG x&16 BARREL 0 0 :4 > 32 P37 47 28 �5 I.-S SURFACE BOLT STRIKE PLATE STEEL a:! Lu ?..(� X 3w LG.rLATHEAD WOODSCREWS FOR STRIKE PLATE STEEL a: 12 SEE 47. OPTIONAL IX WOOD BUCK NOTE 1 8 .�28 47 28 1 112" 46 NOTE 1:1 X MAY BE UTI LIZE D AS AN OPTION AS LONG AS MINI MLIM ANCHOR 12 1 1 M �E fNOTEl Eh HEAD OR JAMB, 0 MI MIN.. EMBEDMENT DEPTH,INTO MASONRY OR WOOD,IS MAINTAINED. D' S�E��N SEE NOTE 1 1 1/2" NOTE 2:OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SECTION OF FMB� EMB. MIN. 1�z C)/- EMB. 5 04.06 09 MIN 5 MIN MIN I 1'MIN 11 MIN 1*MIN DWG BY WBG VERTICAL CROSS SECTION LATCH STILE CROW SECTION S. FREY rA L CROSS SECTION,DOOR TYP t—B--�SIDE-UTE TYP. SURFACE BOLT,TYP VERTICA WOOD FRAME INSTALLATION WOOD FRAME�NSTALLATION WOOD FRAME INSTALLATION JW192008 mwmmo to NO 12 Jon No.: el !!i4k&Ing I"MIN M l"MIN I'MIN MIN. OTE I MIN. NOTE 1 VMIN 9 28 47 1"MIN 28 47 1 12" SEE DETAIL A SHEET 10 > MIN.EMIT 0 29 29 10 F-(Z) 6 Q Er 42 2 19 25 Z- -w cc 2 LL LIJ 20 LU 31 5 39 w M 36 16 ui SEE DETAIL A 10 31 37 16 SHEET 10 SEE DETAIL A SHEET 10 31 27 30 30 (�D 208 30 38 x F- NOTE 1 114"MAX. 3 V) 21 21 SHIM INTERIOR 29 a 11.00'GA. 1.00"O.A. 11-8�\ HORIZONTAL CROBS SECTION x x WOOD INSTALLATION 990 0 RE 2 Lu 0 Lu x x ui S2 F SEE x Z U) SHEETT =A7 —wo ul to w 1 114" V) M EMB. IN. SEE DETAIL A 1--0:9 SHEET 10 :5 3--zn 22 22 10 70 31 0:5 19 25, 21 21 ;Z 30 z �Z- 18— 28 27 (�� Y 'zo 17 17 (2�9�j Q 0 114-MAX. INTERIOR Eo I:, cn 32 37 SHIM ——————— CD t D HORIZONTAL CROSS SECTION I-ALI \,-V MASONRY INSTALLATION NOTE 1:1X MAY BE UTIL17ED AS AN OPTION AS LONG AS MINIMUM ANCHOR LT EMBEDMENT DEPTH,INTO MASONRY OR WOOD.IS MAINTAINED. &a— NOTE?"OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SECTION OF 17 3, 9 v 12 HEAD OR JAMB. 1-Mll 04.06.09 A� 1"MIN 2E cd 03' DWG OY w8D MIN 1"MIN Lu 1.MIN. 1"MIN I"MIN t1l BY.. S. FREY Vr =RTIC&L CROSS SECTION,DOOR TYP. JW192008 MASONRY INSTALLATION VERTICAL CROSS SECTION.SIDE-LITE TYP, \,A.)MASONRY INSTALLATION r4EET 5 OF I?, .'Idwea by. 1 1/4' 3 MIN.EMS. SHIM SEE DETAIL A 10 21 30 31 SHEET 10 19 18 31 30 21 40 25 10 0) 18 31 30 21 22 31 n2l 30 31 18 19 31 30 21 >of 1 6 ? -j 0 z 147 23 Se 7 8) CC SEE NOTE Lk SEENOTE2 2 �K o (L LL cy INTERIOR INTERIO 7 6 8 36 Lu QD 2847 6 23 NA TrVE (9m ACTIVE 00 ;i�'- X OD E NOTE4 NTER HORIZONT INTERIOR w -j A B AL CROSS SECTION HORIZONTAL CRQS3 SE-CTI-Qbl VIEW AT SOLID MLLL POST rF� HORIZONTAL CROSS SECTION 6 VIEW AT FIXED PANEUSIDE JAMB \,V VIEW AT ASTRAGAL HORIZONTAL CROSS SECTION (MASONRY INSTALL) VIEW AT OBL JAMB MULL POST Lu r- SEE NOTE 4@g 1 IN" co a- 1 MIN.EMS. 114'MIN. SEE DETAIL A MIN.EMS. ImImly- SHIM irr 114'&W 4 SHIM SEE DETAIL A MIN.EMB HIM SHEET 10 SEE DETAIL A Z SHEET 1C SEE DETAIL A SHEET 10 -\ 2 1 1 SHEET10 1/2' 21 31 1 - 21 31 MIN.EMB. z 10 202 18 io 7 312 11 5 2 2 21 C3 E-�TE I SEE NOTE 2 J 7 5 5 36 4 U2% xo ..T.. I 6 a 90 Ln INTERIOR :N. INTERIOR q 0, INT RIOR 4Q 8 IN I LKIVIK 2 �n EE NOTE 4 84 SEE rF �HORIZONTA4 CROSS SECTION N TE4 Ln --'\HORIZONTAL CROSS SECTION Z (TV1,10RIZONULOD .11 N �6 VIEW AT DOOR HINGFJSIDIE JAMB I'G HORIZONTAL cRoss sEc-noN rH 0 (MASONRY INSTALL) \�bj VIEW AT DOOR HINGEISIDE JAM13 \�V VIEW AT DOOR LATCHtSIDE JAMB 0 Z \_q_/VIEW AT FIXED PANELtSIDE JAMB �Lu (WOW INSTALL) (WOOD INSTALL) V 3: O(n (WOW INSTALL) 114 MAX 1114, 1 Im, 2847 OTE4 1/4"MIN. 68447* SHIM N.EMS MIN.:�L 1 1/2' SHIM 114'MAX SEE DETAIL A IJVMIN� ml SEE DETAIL A SHIM ;' 9 N.F�M a.. lrz" SEE DETAIL A jSlHEET 14 z SHIM I TIP/ SHEETIO 4 S�EIET 1,0 31 z r SEE DETAIL A -L- MIK EMS, SHEET 10 11 21 30 2 1 31 31 31 31 21 10 16 2 2E LZ 10 18 m Z :r. ------ 9 T—r. I 5 NTERIOR 23 30 Lu, INTERIOR INTERIOR SEE NOTE 4 47 2a8 SEE 47 28 1 841 �6- INTE NOTE 2 TE4 < NOTE4 L"� HORIZONTAL CROSS aEC 11ON Z HORIZONT VIEWAT DOOR HINGE�SIDE JAM13 21 rJ AL CROSS SECI%- K\�HORIZONTAL CROSS SECTION D�- HORIZONTAL CROSS SECTIQN VIEW AT FIXED PANEUSTbE B VIEW AT DOOR HtNGE/SI0E JAMB NOTES: VIEW AT F IXED PANEUSIDE JAMB (MASONRY INSTALL) �MASQNRY INSTALL) 1.FOR ANCHOR SPACING,SEE SHEETS 0,9,10&11. (WOOD INSTALL) 1 114" 14*MIN. SEEDETAILA 2.SPACING FOR#23 FROM TOP DOWW 6--28 P-SW-731" MIN.EMB.. -aHIm /-SHEET 10 3,ASTRAGAL SCREW PATTERN SPACING FOR#13 1 qr2l, SEE DETAIL A I �ui MIN.EMB. z 3 19 31 0 FROM TOP DOWN:112'�r.3 112",20".24 314".39'. 3 SHEET 10 31 1 10 lu 4.1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHO Q 21 292 n2i 30 31 19 21 EMBEDMENT DEPTH,INTO MASONRY OR WQOD,!S MAINTAINED. 21 5.OPTIONALLY ANCHOR CAN BE PLACED IN NARRaW SECTION OF HEAD OR JAMB. Aal 04.06.09 WAa; Y-1 SEE 472 29 INTERIOR 29 INTERIOR 3W6 -WBD NOTE 4 SEE NOTE 4 28 S. "REY HORIZONTALCROSS �TAR�88aSECTION- "OR ONTAL CROSS SECTION 1/0 SECTION jW192008 �_6�VIEW AT DOOR LATCHfSIDE JAMB VIEW V DOOR LATCH/SIDE JAMB 6 TALL) AT VIEW AT DEIL JAMB POST (WOOD INS (MASONRY INSTALL) f%�Gj uwsl to S�ET 6 OF DateR"w"W - 40 SEE OFTAIL A 1/4'M'N- 1W SHEETIO SHIM MIN EMB 21 3 .15 (30) f35) 2 21 30 31 19 is 31 m 19 01EENOTE0 I E co 21(�W 31 1. 19 31 21 21 30 31 m in 21 2 r-- r!p �> 2 6 0) L-L > & 4! 0 j 0 SEE NOTE 36 ir - SEE NOTE-203 Swe INTERIOR SEE NOTE 2 30 2 f j 0 3 36 �NTE Z 0<m SEE NOTE 2 36 29 (L. LL INACTrVE INTERIOR ACTIVE SEE NOTE 2 INTERIOR HORIZONTAL CROSS SECTION HORIZQNTAL VIEW AT DBL BACK JAM8 A GROSS SECTION &4)'SEE NOTE 4 w HORIZONTAL CROSS SECTION HOP 0 r- 2 Ln VIEW AT SOLID MULL POST B rD JZQt!TAL CROSS SECTION L-u �7 VIEW AT SOLID MULL POST VIEW AT DOOR LATCH/SIDE JAMB (MASONRY INSTALL) c) Y CL SEE DETAIL A SEE DETAIL A 1 14' Z SHEE SHEET 10 MIN�ELW 31 D 0 5 35 sl ) ;' 40 jj n39 z 18 0 P9 la 3 w M. 30 21 u -c 21 31 9 31 3130 21 1 19 10 M IN�EMB� 2 2130 31 1 19 22 Lu 0 Ne w �Z3 ui tu FOIE�.�Ij)l 4 SEE NOTE 2 38 3 6 D f'q L) LNTIRIOR(DI43 23 2 tNTERIOR 36 7 co 847 INACTIVE INTERIOR ACTIVE 8 345 23 0 - ;� SEE NOTE:4 6 SEE NOTE 2 z NTERIOR Q H 0 S SECTIO HQ.F ONTAL CROSS aaCTIOtg G QQNTAL CROS5 SECTION L'�HORIZONTAL CROSS SECTION VIEW AT DOOR HINGEISIDE JAMB VIEW AT DOOR HINGE/SIDEJAMEk \,Z — 9 -x (WOOD INSTALL) _j VIEW AT OBL BACK JAMB VIEW AT SOLID MULL POST 0 0 (MASONRY INSTALL) 0 '9 w z 118" NOTES: Q 0 uj T 1.FOR ANCHOR SPACING,SEE SHEETS 8,9,log 11. > Lu 2.SPACING FOR#23 FROM TOP DOWN: 1 314" 3.ASTRAGAL SCREW PATTERN SPACING FOR#13 EMBEOMENT DEPTH,INTO MASONRY OR WOOD,IS MXNTAINED. 5.OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SE07!ON OF FROM TOP DOWN:V2".2',3112',20',24 314".39'. 4 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR INTERIOR HEADORJAMB. r QL6ZLh&_QUAIL A DATE: 04 06.09 SCALE:61=1'.O* SCALE 3'=I' DWG By WSD :S��FREY -:A- 71920J W� 08 NM I EET 7 - 12 Do Rev f SEE DETAIL A SHT-8 6-rYP. 46 ci M F3TYF�'� SEE DETAIL A �47_5 V T" —SHT.9 >cc 15 11 r 9TYP. 8 7 m 1 34 F- CO CC 0 QL LL cq 7 LLJ co CL 20i. LU m w m x 00 < — 3(r DETAIL B 2 SEE NOTE 1 TYP. DETAIL A HINGE DETAIL cr) SEE DETAIL C UPPER SURFACE BOLT STRIKE PLATE LU F- 5 SHEET9 — 394' la AND UPPER ASTRAGAL 13OLT STRJIKE cl) �e cl. SEE DETAIL D — 49" SHEET9 f jjIjrTj77kf 1111 I;T 1, SEE DETAIL B cp 0: z (D 0 0 SEE DETAIL SHT.9 0 SHT.a A RING LOCATIONS OOUIILF DETAIL 0 UNIT Wl;,S,,,L,,F =1SURFACE WXT STRIKE PLATE LATCH&DEAD13OLT STRIKE ;=No (0,01 zs�; 0� AND LOWER ASTRAGAIL BCLT STRIKF PLATES [z uJ z 0 de 0 (r- 10 701 s3: Z CIO 1P TYP SHT.9 ol ,6:Tyyp: IRE DETAIL A m < w la 0 m= . co V) NOTES: ui SEE DETAIL TYR 1. CORRUGATED STAPLES TO BE APPLIED ON BOTH INTERIOR -c >1 D SHEET 9 AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXO Q 0 SEE MODEL(SIFF SHEET 8)+1-1-,FOR TOTAL OF NINE FASTENERS uj 75 EE DX F-sE'T 1 NCTE 1 SEE DETAIL PERSIDL. > ci D SHEET 9 2. ALL VIEWS FROM INTERIOR D - 3. CORRUGATED NAILS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT NAILS ON SOLID MULL POST WNFIGURATIONS. Lu w L �0 z SEE DETAIL 8 C�E� C)4.06.09 SHT.9 ANCHORNG LOCATIONS SIN DWG.Iff w F)D INSIARN6 UNIT W,2 E §F SIDEUTEG(80X) S C.. y EVIL.�P.40- JW192008 —.0m...Lv SEE DETAIL A SHT.8 9-T-YP. 6-TYP. SEE DETAIL A 3*TYP. SEE DETAIL A 5rTYP�� SHT.9 SH7.9 -rYP. > cc 3 ED 1� 6`TYP 9"TYP. i co Ill I . IIV 111111 1 1 1 1- 5 . . 0 io z 0 LL Cm TT w LLI Lu W < uJ T v 9 Go uj (00) x ZE LU OD 6 M go TYP. U.J Do B w F- 1� P5 < w 6 uJ > SEE I ui T m Lu SEE DETAIL-E p C) Lo co w .1 t — 301— f- Lo TYP. LL NOTE I SHEET9 -j ce) log 0 SEE DETAIL D LU S, T NOTE I SHEET9 Li < W) I,-SEE DE I AIL 19- 583� SHEET 9 68.- r1i -T-r ii SEE DETAIL R B 77� swr 1) Lki z 0 SEE D 0 SHT.9 UP SEE DETAIL B ETA]L C ANCHORING LOCATIONS SINGLER 0 SHT 0 INSWING UNIT Wi 2 SIDELITE COXO) Lb SCALE:117 (9 Z tu ANCHORING LOCATIONS DOUBLE a INSWIMG UNIT Wl 1 SI DELITE(0 oo�: 0 SCALE;117�1�(r z < 0 I I k-c) L ca #8 X 2 1/2" WOOD SCREWS 2 TYP. 2 0� Lo m z A Li v IL > Ott 12 12 < 0 NOTES: 4xiz 1. CORRUOATED STAPLES TO BE APPLIED ON BOTH INTERIOR 04.06.D9 w AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXO MODEL(SEE SHEET 8) FOR TOTAL OF NINE FASTENERS AS PER SIDE- Dwr or WBo 2, ALL VIEWS FROM INTERIOR Ccw S.FREY 3 CORRUGATED NAILS ARE UTILIZED ON DOUBLE BACK JAMHS PETAIL 0-OOUBLE JAMB ONLY.OMIT NAR-S ON SOLID MULL POST CONFIGURATIONS. 0"Aw"GNC,008 SCALE:3"-l'-V SCALE:3'=V-0' JW192 loo (o/- SEE DETAIL A SHT.8 9*TYP. > cr 9"TYP. -1 0 co 6'TYR 5'TYP. 3"P. SEE 0 ILA TYR 3TYP. SEE DETAIL A F- SHT.9 1— � )I f SHT.9 Q CE: z 0 f III T-171-2 I a- U. T— — ��l Lu LLJ U, 5 0. - —I & 3: w� 9 a>- --,w - cu- Lu Lu U-) 9 np tn ow 10, T - - I -i I cq Lu LIJ -j —2C TYR 301, IL CL t-3 I DE FAIL D SHEET 9 ui mm U, w 1 1.t-�--771ff uj z 245) L L w 0 a x —SEEDETAILB SEE DETAIL B 90 SHT 9 =8 8- SEE MAIL C SHT 9 co SKE a zo ul Ek ANCHOR NO LOCATIONS ANCHORING LOCATIONS 0 0 ISWING UNIT(M) 'ou) SINGLE INSWING UNIT W/1 SIDELITE COX) s 3: a SCALE: SCALE:3/6'-I'-(r x < 0 c SEE'DETAILA -SINK. NOTE SHT 9 3116'C 5"TYP. I-USE#10 WOOD INSTALLATION SCREW Wl 1.50*MIN.EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE. 2-USE#8 x 2 1/2"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3-USE 3116-ELCO TAPOON ANCHOR W/1 1114�MIN.EMBED. MIEN INSTALLING INTO CONCRETEIMASONRY SUBSTRATE. 0 Lu 9 6 v w Ill 4-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE I 1/4'CR TYR - — . N iu im z 314'THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMFNT Q 9 IS MAINTAINED ui tn tu > m i;s LL 0 DETAIL-A SCALE,114"=V-0" in w NOTES� a 1. CORRUGATED STAPLES TO BE APPLIED ON BOTH INTERIOR z Lu AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXO 0006.09 Lu I SEE DETAIL B MODEL(SEE SHEET 8)+1-1 FOR TOTAL OF NINE FASTENERS S5&�-AS'NOTED I SHT.9 PER SIDE. voo.0, WIRD 2 ALL VIEWS FROM INTERIOR 3. CORRUGA TIED NAILS ARE UTILIZED ON DOUBLE BACK JAMBS S.FREY RING LOCATIONS INSWING UNIT(X) ONLY.OMIT NAILS ON SOLID MULL POST CONFIGURATIONS. SCALE:3/8.�1%0" JW192008 --Fcl 10 0, 12 AM ND-: ';J�wed By, ite R;;� J 6,11 TYP. SEE DETAIL A 6TYP.— SEE DETAIL A Ty SHEET8 sFE DETAIL A SIT.I) XT SEE DETAIL A Ty': 3"'ryP. 6 YP: a,TYR TYP SHEET8 SHT.9 'TYP. on 3' cs T712 12 of < 0 W, —20j- —20;- g 0 C? uj co TYP. Coco a. U CY Z LU OD —30r, —30' CID Tuy9p. 'c> L W ci —49' d SH7 49' X IL f I(6) S E E w c" zo- -68, SHT.9 SEE DETAIL B _1' 7;" t I I I-3-ryiJ, t— k, w 3'TYP. 61TYP SEE DETAIL B EE DETAIL C SEE DETAIL C SHT.9 6��.SHT.a SHT.0 F- �!Lu 6. X Lu tu cri 2� ANCHORING LOCATIONS 1101111LE 2 go INSWI.0 UNIT_W,2 S,.,LTE t ANCHORING LOCATK)NS DOUBLE Uj 0 O�?uo INSWING UNIT Wl 1 SIDELITE(0)00 C3 Z M3 z SEE DETAiL A SHT.9 3-rYP. SEE DETAIL A 3 7"Y P. 3"TYP..J- a,71r. SHT.9 in I iclill a: T uj to —2q. - - '2 b i w�- (n 11i x m LL I-1 '12 W 1'- —20;`kP pq —30' 0 NOTES, —39". w ci . t I.--v !�- I" - m uj T —39 2 �l 1- CORRUGATED STAPLES TO BE APPLIED ON BOTH INTERIM w --49' AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXO TIP, MODEL(SEE SHEET 8)+1-1'.FOR TOTAL OF NINE FASTENERS —58�" PER SIDE. 9" w cs 2. ALL VIEWS FROM INI ERIOR 3. CORRUGATED NAILS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY.OMIT NAILS ON SOLID MULL POST CONFIGURATIONS. If 61TYP. \—SEE DETAIL B SEE DETAIL B OATE. 0416.09 SHT.0 SHT.9 'c� 3181=11 vwc.ffy WBD c'm W S.FREY] g4CHORIUG LOCATIONS SINGLE A SWNG NIT VL�LITE�OXC INNCHMING LOCATIONS DOUBLE SW UN, JW192WB I I� �2 7d �:ewead BY &�JZT' 4 518!' 4" co �7' �4 I r2" 315" 0 0 > a: 0 0 0 LOXSEAL 9650 WOO( ED PINE Fz cv SCALE:6"=1'-W 1/8'(Min) ENL)URA INSWING THRESHOLD Ir SCALE:6'=I'-(r COMPRESSION z o Dj WEATHERSTRIP BAM HINGE 4x4x!2 GAL SCALE:6'=Vz z LU di �c x SCALE:6"=1'4' cp 1 318- ASTRAGAL(GLOBAL) n m�e IL 86M3-TQ ALLMINUM 13. SCALE7 F=V-0" A T__ A B 3118* f7 111116'1 i22221 rAl __T LATCH STILE(LV TOP RAIL(LVQ HINGE STILE ILVQ z SCALE:6"-l'-V 118" A LOCK BLOCK B 0 SECTIORA-A SECTION:B43 BOTTOM RAIL SCALE:V'=V-0" (D7 21 SCALE�6'=l'-Cr 08 ATA STRIKE&DEADBQLT SCALE:6'=V-(r 1 314 318' 00 7 314 2 lr2 - 0 112" � I j 'r Tj 4 5/8" In .1 _L LU QQL LIP-LITE FRAME 302 DMR_13OTT�81 R 7-- 0 0 CORNERPADS 1 112*— -- I SCALE: uil �2 CL > I Ll SCALE:6'=T-o' SCALE�6'�V,(Y' t LVL MULL POST QK JAM 3125- SCALE�6"�V-0' -0 SCALE:6'�1'4' V-6' SCALE:3'=I'-V' ATERIAL:COLD ROLLED STEEL, ZINC&YELLOW CHROMATE 3;X"�--� 314"-j 1 316, - '0 + 1- 2 WE 04.06.09 �AS NO�TED 14' DWIJ 91 WBD L FREI 31,31 jVRFAr.E SOLT SURFAC BOLT STRIKE PLATE SCALE�3"=T-0" JW192008 SCALE:6"=I'-O' _.%�LLI 12 o','-12 '.0 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) N :ol� 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z1�5�3 S- ftm k1b 1�, -f+ 0 D Apartr_nent review required Yejr No Applicant: zP toe P—lanning &Zoning Tree Administrator Project: Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: MApproved. ODenied. (Circle one.) Comments: (:B U 11L D I�DG PLANNING &ZONING Reviewed by: 122 DateJ/2-7//tJ TREE ADMIN. Second Review: []Approved as revised. FIDe Vid. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [–]Approved as revised. DIDenied. Comments: Reviewed by: Date: Revised 05/14109