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HomeMy WebLinkAboutSUBMITTED PAPERSr-- QF.FICE USE ONLY: ? DATE FILED J PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER: 4 6a-- CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 CA qN��p fit. e �Ot.l APPLICATION for BUILDING PERMIT "�y CERTIFICATE of CAPACITY/ZONING COMPLL NCE ROJE T INFORMATION �+ 7 �.t ss� angdO 1 wtdi + Pied, 1 1. LOCATION/SITE ADDRESS: LRr- -tk)i "o9 - GLk 77 Lm+S I Gn�1 12Cinno 34flilt4)(Oe S3G,- 2. PROJECT NAME: LuykSITE PLAN NAME: 3. PROPERTY TAX ID #: 31fOa. `(D10- C 1 %— 0oe -(0 cc,,,,,�� ,�, ) r 4. LEGAL DE SCRIP ION (attach extra sheets ifnecessary): Znd1QYl %Vtz" �lo� _ Cln t 4 -n9 - su,-77 i -4-r• 1 t .. _ ,.1 1 n l Aqn_ n it /. , 2 21 . _' / dz- ?/ Y.% -10- 1 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. 4 PARCEL SIZE (ACRES/SQ FT.): .y (0 4Cce& LOT DIMENSIONS: 10. ® COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 11�3� i r -ill I- eAle, PIGhh sAr.) . ;nT611 (1) ex`�eci '- ®v� h�V� 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12.* TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION] EXPANSION/ADDITION [ ] . RESIDENTIAL [ ] COMMERCIA , [ ] OTHER (SPECIFY) Ha,d)G plt�ln k. 5i 1I's(j 13. i DESCRIPTION OF PROPOSED USE: [ ] INTERIOR RENOVATION [ ] .INDUSTRIAL 14 4# SQ, FT OF CONSTRUCTION: amo _ �4 . f6chk, 15. SF. FT 1 st FLOOR: 16. 46 VALUE OF CONSTRUCTION: $ !�Oco. 00 6 The value of construction is used to determine the amount ofpermit 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 activities. If the value�is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6125109 I� 'bu i OWNER INFORMATION NAME: (Y) ADDRESSAS'8(0 10rn ® h �V\ CITY: i-� f 1 ct- STATE: P 1 ZIP: 3 4 Tga PHONE (DAYTIME): *(®y-13' 'n 1 e; 0o Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG. CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): (--) ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): (� BONDING COMPANY: ADDRESS: CITY: STATE: FAX NO. STATE: STATE: MORTGAGE LENDER: ADDRESS: CITY: STATE: ST. LUCIE COUNTY CERT #: Email: ZIP: ZIP: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. a i i CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the pennitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building pen -nit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls„ signs, screen rooms, utility substations & accessory uses to another non - 'residential use. NOTICE 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 JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. STATE OF FLO Z— COUNTY�� OF The foregoing instrument w�assaacknowledged ibefore me this day of d`' 1�.Y 20 _7:V(:)'kna5 by , ern who is personally known or has produced as de cation. AA_ C1 Ckc�L_ Signature of otary g1wi� Pv,r. ANi�UFF Commission No. _ MY COMM�SION # EE o83530 t� EXPIRES: April 12, 2015 Rd� Bonded Thm Notary Public Undervrriters CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknvledged before me this day of by who is personall nc Si ture of Notary Commission No. - 20 , or has produced as identification. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR.TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE' FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific inptructions see appropriate permit checklist. 4 i i + i OFFICE USE ONLY EP #: SECTION TOWNSHIP RANGE MAP NO. / ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1 ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 111990 LOT OF REC ABer 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA (RADON) RADON FEE PERMIT FEE LIBRARY PACT PUBLIC BLD IMPACT FEE PUBIC BLD IMPACT PARKS IMPACT SEE CORRECTION —FEE— GENERAL REE SCHOOL IMPACT FEE ROAD IMPACT FEE CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED DATE COMPLETED Ncl, INITIALS i Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 ('n EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or.a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicabflaws, ordinances, building codes, and zoning regulations. Initial ® I understand that the building official and inspectors are not there to design or give advice on how Lq peet the minimum code. Initial understand a as an owner-buildet in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. „® Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable o the cost of the license. Initial W I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related gae)ical cost, which could include loss of wages during recovery from their injury. Initial —a To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to a Florida State Department of Professional Regulation. Signed and acknowledged on thi day of ill cl-CS'of 20 I . Owner/Bu der Signature STATE OF FLO COUNTY OF The foregoing ins u " nt wqs acknowledged before me this day of 20-1-S by ho is personally known to me, or who has produced — as identification. Signature o otary Type or Print a fNotary (Secl� r" Title: Notary Public Commission Num r c' _r 0' SLCPDSD Revised 07/22/2010 =e,- ANGELA M. HUFF *, r MY COMMISSION 9 EE 083530 a€ EXPIRES: April 12 2015 •• tiF •�Q•'Bonded Thru Notary Public Underwriters NOTICE OF COMMENCEMENT 1,� Permit No. I Tax Folio No. 40a `wo —0196 —000 4 C0 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencers t. —L_�, ing) n �' C E_%-iAC�—Un;+-(n9 - BLk 7-7 /_fs`tS 40 -Le,�al "Description of Pro erty: (and street a dress if available): ( 01L10 3`I/ !I' Al] off' �3(e 5 lI V191c cn IRC t (Alzr- . 17 Ea 11 � 1Z On if Qq ✓ M General description 'of improvement: _AM ah Sly , _U 15;-611 1 /,f-r)k P(on t S J I dY'l , 1,/1 S (a) d wr so Owner information or Lessee information if tie Lessee contracted for the improvement: Name �`� L View% nl . LIv) n S'_'Oh 4*Address 5200 _ Tin e� lC )le. Fc3 ie(yt , h`I. MCFFZ Interest in property: ' Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Q W,6ws� �J� 1 c o 71 W C_ Contractor Address: Phone Number: in.TF)a0 a m �, �� o Suretyoto if applicable, a co of the payment bond is attached): Amount of bond: $ (� PP � PY P Y ) z w' M Name and address: Phone number: � a 0 Lender Name: Phone Number: p>A.oI o ; ,) o C: ? Lender's address: s r m Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sect 4 M rn x 713.13(1)(a)7., Florida Statutes: C o O Name: Phone Number: Address: m z ;o n n In addition to himself or herself, Owner designates of to receive a copy c Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. n Phone number of person or entity designated by owner: 0 Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty.of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my kno:MA__j ef.-.- ir�rdf, (Signature of (Signatory's Title/Office) The faueeo�t� Arlf By Name of or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager M� pM�� M• HU o I AfA Bonded PIKES: AAnI �EE &3'30 et i �2015 d 20 `; ThNNotaryPON"Und"llite rs for L Type of authority (e.g.officer,trustee) Party on behalf of whom instrument was executied J\( 1 UUU Personally known —or produced Identification (Signature of N tary Public -State of Florida / (Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced `` Planning & Development Services 'Building 4 Code Regulation Division 2300 Virginia Avenue, Fort Pierce,fL.44982 Phone:(772)Ui-'2172 Fax:[772)4624443 Permit# Issued: Job Location: Jurisdiction: Subdivision: Flood: Setbacks: Job Description: Owner Builder Property Owner Property Owner SLC-1303-0259 4/10/2013 5800 Tangelo Dr St Lucie County Indian River Estates Unit 9 AH Inspection Card Permit # : 1303-0259 Online address: http://www.stlucieco.org/planning/permitting.htm Quick Links: Permit Status Lookup Online Building Inspection System Confirmation M 388 Type: Building (Miscellaneous) City: Fort Pierce Parcel: 3402-610-0196-000/6 Lot: 11 Elev: 17 Page 1 of 2 Status ISS Block: 77 Flood Map: 281 G Left: Right: Front: Rear: Install Hardi Plank Siding On Entire House, Install (2) Exteror Doors On House, Build Wall Around Shed And Install Door. e Stephen Livingston 5800 Tangelo Dr Janet Livingston 5800 Tangelo Dr Stephen Livingston 5800 Tangelo Dr Fort Pierce, FL 34982-8606 Fort Pierce, FL 34982-8606 Fort Pierce, FL 34982-8606 (772)468-6973 (772) 466-6973 SUB -PERMITS Permit No Status Permit Tyne Cert # DBA Owner/Builder Job Desc. Inspection Notes: -- - — - — V!" 1i `�'iJ:L J %�l'�_i�'�� i! 0T) T-LUI For the automated inspection system call (866) 284-1280. To schedule an inspection online go to http://codeinspectionpublic.stiucieco.gov. All inspections requested prior to 9:00 PM will be scheduled for the next business day. Inspection requests between 9:00 PM Friday and 9:00 PM Monday will be scheduled. for the following Tuesday. If you require any assistance please contact the Building Department at (772) 462-2172. .\\\\iII11!,11j, Permit# Type Description Priori Sched..1391 1303-0259 140 Construction Rough Framing 1__ 1303-0259 148 Window/Door Attachment 1 1303-0259 600 Product Certification 1 1303-0259 904 Fastners (1st) 117 1303-0259 651 Weather barrier 2 1303-0259 110 Footer/Foundation 3.00 Engineer certification required for this inspection. L i7 r n Ras 'Desc„rption -Inspector - K7, �.�it7AU Insp. Date Il Report prepared on 4/10/2013 9:43:17 AM t� � \ idr� "` * � I \:\R r`• a C! 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'y�,�/rlryl'y 1 {1 / 3 V�: ' 'ppy ,}ai ,'!r'„1' ,> r' '.;iS' ,s ' b, '} ,' _ ,•i , t 1 \ \.._ .1,1..r�5ti�, •!, (, ,, i Mr t '1 ,t'•� ,.17 Id �� >•1, "�`,. ,p. t�'_a. ,i$: , ,�.•71t '%;t , , }, r 6:" \ jj tt .� ,. , } r., •,,� tq, C,r.•( +, ,.1 r�1:\ ,, .r,�._ V / d' 4 * `•S) •.�' ''?� •� 31! -a'�v.�} -, 3.•¢ '•`t �� / /! � •1 ' I1 :y.. %,�%'!) ,k i .l(I y , 'fir 1k, t '1 �. h�lt"�. � , a :u- '+* $ � `���'-• , \�: 1% ' %: ,°�.1., ./ y 7' t, ;•,, � ri r �: \�1 +�,• 'i,+ 1� li "'•., yl�` �t ,k i4 1 ,L e�„ .� t.`I �.' ' t. ,`;:. n.,� . 4 \ ,! � c i ��q.i:. � � 4` `. •\y ,�'.1. J �. !, ' i I � , ,, S,o 1 ,, @ 3'{ • yy ' i t I , � "}i .l k � , /` i ,+r } ' t. "P�••� � � !� 5�. + }3� ,f," i SE• � l 4 � �ilt'k113�, 1""�3 ',�1 �'3 r ., .�i(,f � .� �'', `3n" 2. .j,i. »Ql ,?t, �+, \. ,+1+ ,y+ ,1 {A1/; tt', ,� ,. )f c ty' .4 �d 1 1 r •L�Y, r .n I •u " t d, Al i � 'a r I• ` �' •+ •a,\.+ .fin -/ 3'l� Il,'1r. �i � v , `Y .1. ;1' tt4j.. J' � 'l 1� i,, 1 ''//}�,. .J i,»!!a •;i t, ��'�.. �'1�. J 1 `s 1. ,r .l'�,•� ;3 �, •r `,` '}\ \ .. .d ?••,\1 '�, "�i 3r `�� �.YY•,,,,;•t..,�l s:4rai'�r ,�„I',; „4, � �'.,<.`I$ti� yt� � y• '�\y.3 �'i y•P' {, �, y,r 1/ .'� �.'r'\•,,•yr}k'r;!' I;>r,y ,. f 'it..'t r`.+ T:,. �a .. ,r i l i', . y li..�'r,,' ..f'r �'. »'''k•'' 1� jtl, ��) f I f. /... '" .;' y�/ r `,a ;1,'� 4 '''7fr \• r!' '1• �l'i" •'i, 1.. ,�-1 , ,5, ``.` { - ck. '��. 'FI.!\F%.\,Jf• '�•it �i,'�1r,1 ,`. +"�f, ' .( �'�•r'r!' n�F.x+•t'Y•Y!3 . r, j' ;7 ,-�i' ,�dr•.l l�: t*\\ ,,k 1, .1.,�3 ,, r �'/ q9 �1,'s � .'T�,`+•.• /1 iil v ? ii) v',-+ l,: LAll .1 8 .�,a$./ ./ , � d , ✓-IS. , ' I.` .� n`w�l,. 'i �.�.t t. .f',- .i`t' .,ar 3� M. .�: Je.., . d1, �'.,. ,Y`1. , (: e.; x��( ei�.. ,1. , .,� \ %�� i:': ,Florida Building Code Online Page 1 of 3 Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jarrieshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardle.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Chad Dlercks 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardle.com Chad Dlercks 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardle.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f, Evaluation Report - Hardcopy Received Ronald I. Ogawa PE-24121 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2015 r John Southard, P.E. f- Validation Checklist - Hardcopy FILE OPY FL13192 R2 COI RIO - Certificate of Ind !pendence.P F Standard ASTM C1186 Year 2007 hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 3/13/2013 Florida Building Code Online Page 2 of 3 ASTM E330 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 of Products 192.1 Number or Name ik Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ Install in accordance with NOA 37-0418.04. 3192.2 IlHardiePlank .imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ Install In accordance with NOA )7-0418.04. 92.3 : IlHardleShingle Individual Shi .imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 2002 fiber -cement lap siding Installation Instructions FL13192 R2 II ER RIO-2298-11 Plank Shingle CMU.pdf FL13192 R2 II ER RIO-2300-11 Plank metal wood.pdf FL13192 R2 II Install - cemplank.pdf FL13192 R2 II NOA 07-041804.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No FL13192 R2 AE Dade NOA 07-041804.pdf FL13192 R2 AE ER RIO-2298-11 Plank Shingle FL13192 R2 AE ER RIO-2300-11 Plank metal wood.pdf Created by Independent Third Party: Yes `fiber -cement lap siding installation Instructions FL13192 R2 II ER RIO-2298-11 Plank Shingle CMU.pdf FL13192 R2 II ER RIO-2300-11 Plank metal wood.pdf FL13192 R2 II Install - hardieolank.pdf FL13192 R2 II NOA 07-041804.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R2 AE Dade NOA 07-041804.pdf FL13192 R2 AE ER RIO-2298-11 Plank Shingle FL13192 R2 AE ER RIO-2300-11 Plank metal wood.pdf Created by Independent Third Party: Yes `fiber -cement Individual cladding shingles installation Instructions FL13192 R2 II ER RIO-2299-11 Shingle metal FL13192 R2 II Install - new hardieshincile.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R2 AE ER RIO-2299-11 Shingle metal Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R2 II ER RIO-2298-11 Plank Shingle CMU.pdf F1-13192 R2 II ER RIO-2299-11 Shingle metal FL13192 R2 II Install - new hardleshinale.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluatlon Reports FL13192 R2 AE ERrR-1L0122 98 Plank S 7`�t I v ILL 6 U ry httn://www.floridabuilding.org/nr/nr ann dtl.asnx?naram=wGEVXOwtDotsk%2bGnUu4... 3/13/2013 Florida Building Code Online .r Page 3 of 3 CMU_pdf FL13192 R2 AE ER RIO-2299-11 Shingle metal wood.pdf Created by Independent Third Party: Yes 13192.5 IlPrevall Lap Siding fiber -cement lap siding j Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL13192 R2 II ER RIO-2298-11 Plank Shingle CMU.pdf FL13192 R2 II ER RIO-2300-11 Plank metal wood.pdf FL13192 R2 II Install - prevail lap.Ddf Verified By: Intertek Testing Services NA Ltd. Impact Resistant: N/A Design Pressure: N/A ':. Other: Created by Independent Third Party: No i Evaluation Reports i FL13192 R2 AE ER RIO-2298-11 Plank Shingle CMU.pdf FL13192 R2 AE ER RIO-2300-11 Plank metal wood.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovricht 2007-2010 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *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 emails 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: a;t Cr it Card " SAFE http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 3/13/2013 i'rorida, Puilding Code Online Page 1 of 5 Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 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 & Ua Bement Institute, py Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE2FJsURDFE3... 3/18/2013 Page 2 of 5 ; Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E331 2000 Approved Testing Lab FL13540 Rl Equiv JELD-WEN ASTM E1996 Equivalency Letter.pdf Method 1 Option A 01/27/2012 02/06/2012 02/09/2012 Summary of Products FL # IlModel, Number or Name Description 13540.1 Energy Saver/Contour 24ga Steel, 3'-0" x 6'-8", X, Opaque, Inswing or Outswing , Single Wood Edge Door Impact Door Limits of Use Certification Agency Certificate Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 Rl II JW162009.ydf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1562 signed and cert.pdf Created by Independent Third Party: Yes 11 13540.2 Energy Saver/Contour 24ga Steel, 6'-0" x 6'-8", XX, Opaque, Inswing or Outswing Double Wood Edge Door Impact Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 Rl C CAC NI010116.Ol.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 II JW162009.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1562 signed and cert.pdf Created by Independent Third Party: Yes 13540.3 Energy Saver/Contour 24ga Steel, 5-4" x 8'-0", 0/OXO, Opaque, Inswing or Outswing Single Wood Edge Door Impact Door, with Transom and Non -Impact Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 RI C CAC NI010116.0l.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 II JW162009.pdf Verified By: National Accreditation & Management Institute, Created by Inde Ft third Pa py 0 a T' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE2FJsURDFE3... 3/18/2013. Florida Building Code Online Page 3 of 5 Evaluation Reports FL13540 R1 AE PER 1562 signed and cert.pdf Created by Independent Third Party: Yes 13540.4 Energy Saver/Contour 24ga Steel, 5'-4" x 6'-8", OXO, Opaque, Inswing or Outswing Single Wood Edge Door Impact Door with Non -Impact Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 RI C CAC NI010116.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 II JW162009.1)df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1562 signed and cert.pdf Created by Independent Third Party: Yes 13540.5 Energy Saver/Contour 24ga Steel, 4'-2" x 6'-8", XO, Opaque, Inswing or Outswing, Single Wood Edge Door Impact Door with One Non -Impact Sidlite. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NI010116.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 II JW162009.ydf Verified By: National Accreditation & Management Institute, Crentpri by Independent 1hird Party - Evaluation Reports FL13540 R1 AE PER 1562 signed and cert.pdf 11 Created by Independent Third Party: Yes 13540.6 Energy Saver/Contour 24ga Steel, 3'-0" x 8'-0", O/X, Opaque, Inswing or Outswing, Wood Edge Door IlSingleImpact door with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NI010116.01.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R1 II JW162009.1)df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1562 signed and cert.pdf 11 Created by Independent Third Party: Yes 13540.7 Energy Saver/Contour 24ga Steel, 3'-0" x 6'-8", X, Glazed, Inswing or Outswing , Single Wood Edge Door Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NI010126.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions Other: FL13540 RI II JW172009.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1563 R1.Ddf Created by Independent Third Party: Yes 13540.8 [Energy Saver/Contour 24ga Steel, 5-4" x 8'-0", O/OXO, Glazed, Inswing or Outswing, Single ooEdge Door Door with Transom and Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 Rl C CAC I 1T2 9H. dif Py � I L t, q http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquynOPErOHeef VE2FJsURDFE3... 3/18/2013 Florida Building Code Online Page 4 of 5 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions Other: FL13540 R1 II JW172009.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1563 R1.Qdf Created by Independent Third Party: Yes 13540.9 Energy Saver/Contour 24ga Steel, 5'-4" x 6'-8", OXO, Glazed, Inswing or Outswing, Single Wood Edge Door boor with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R1 C CAC NI010126.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions . Other: FL13540 R1 II JW172009.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1563 R1.Ddf . Created by Independent Third Party: Yes 13540.10 Energy Saver/Contour 24ga Steel, �4'-2" x 6-8", XO, Glazed, Inswing or Outswing, Single Wood Edge Door Door with One Sidlite. Limits of Use Approved for use in HVHZ- No Certification Agency Certificate C CAr INIT01Q06.01.prif Approved for use outside HVHZ: Yes -ELL3540—RA Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions Other: FL13540 RS II JW172009.12df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 111 AE PER 1563 R1.pdf 11 Created by Independent Third Party: Yes 13540.11 Energy Saver/Contour 24ga Steel, 3'-0" x 8'-0", O/X, Glazed, Inswing or Outswing, Single Wood Edge Door door with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 RS C CAC NI010126.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2015 Design Pressure: +50/-50 Installation Instructions Other: FL13540 R1 II JW172009.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL13540 R1 AE PER 1563 P,1.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October i, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. Ho F alILE resseare�pubPy If you http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE2FJsURDFE3... 3/18/2013 .;. Florida Building Code Online Page 5 of 5 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: in rM ims A a a i s.' u #2} r YX http://www.floridabuilding.org1prlpr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFE3... 3/18/2013 1, 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 HA BEEN TESTED TO ASTM E33042, E331.00, E283.04, E1866-05, E1996.05h $ AAMA 130442. . SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE MD) 4 RATING. DOOR SYSTEMS HAVING SIDEUTWRANSOM COMBINATIONS RATE AT WINDZONE (WD) 3. NOTE: GLAZING IN SIDEUTES AND TRANSOM ARE NOT IMPACT RATED, 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. FOR DESIGN PRESSURE RATING SEE TABLE 1, SHEET 1. 5. SCALE BASED ON 11x17 SHEET SIZE, 6. ALL IX & 2X TO BE 0.55 SPECIFIC GRAVITY ORGREATER. 7. FLORIDAAPPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS, 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICIIG 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 2.0. 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 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 p3L THE FACE SHEETS ARE BENT 901 OVER THE 1.686' X 1,0' LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1488' X 1203' BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.016• MIN) STEEL, THE LOCK BLOCK IS 1.668' X 3118' X 12' FINGER JOINTED PINE. 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 0.75' AIR SPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL 15 COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BATTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7116' X Z' LONG STAPLES AND ONE N8X2 FH WOOD SCREW PER CORNER tNSY1IN TEMS HAVE A #8X2 FH WOOD SCREW IN FACH SIlJJJAMB CORNER ANGLED RZS ! I i O THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED, SEA G SILICONE AND FASTENED USING FOUR 16 GA. 7116' X 2' LONG STAPLES AND NE FH WOOD SCREW PER GORNER INSWING UNITS WITH A GLOBAL 'gSiRA�GA TTACHEO TO THE INACTIVE PANEL, HAVE A 7116" HOLE DRILLED AT THE. CENTER OF FHE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC R�E.ht � UG ES fNSERTEO TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWtNG �Nli'S-�+ITi7�RN INACTIVE PANEL. TAKE A 1)2"HOLE ATTHE CENTER OF THE SILL AND A METAL STRIKE PLATE IS FASTENED US{NG TWO #8 X 2-112" SCREWS TO RECEIVE THE BQCTOR NTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 112' HOLE . THE LATER OrgHE HEAD AND A METALSTRIKE PLATE IS FASTENED USING TWO NS X 21i2' 5'GREWS'T6 RECEIVE THE TOP ASTRAGAL BOLT. ALL FRAME JOINERY ARE SEALED AT 74" MAX. OVERAL 7Z 114' MAX. 36 318"WITH ASTRAGAL 1 2 w = 25 Om z NOTE 2 m INACTIVE ASTRAGAL RAME WIDTH IEL WIDTH SHT# 1 TN 2 INSWI 3 JNSWI 4 (NSWI \ 5 INSWI INSWI 7 INSWI 8 OUTS 9 OUTS 10 OUTS' 11 OUTS' i 12 OUTS' W 13 ANCH -�9 14 ANCH a 15 ANCH NOTE 2 16 UNIT c ACTIVE NOTE 2 IT) TABLE 1 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR WITH & WITHOUT SIDELITE(S)AND/OR TRANSOM DOUBLE. DOOR Wt0 SIDLIT£ OR TRANSOM INSWING POSITIVE +66 +55 NEGATIVE .55 -55 IOU SWING POSITIVE +55 +55 NEGATIVE -55 -55 JOINTS, SILICONE SEALANT AND FOUR 16GA X 116' X r LONG CROWN STAPLES THROUGH THE JAMS, THE MULLION T DOOR151DEUTE IS CREATED BY SANDWICHING SILICONE SEALAM BETWEEN THE JAMBS OF THE TWO FRAMES. 1' X 112" CORRUGATED N kILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2' SCREWS ARE INSTALLED THROUGH JAMBS ON E INTERIOR SIDE. A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTI- OF THE EXTERIOR JOINT, SEALED WITH SIU= E SEALANT AND HELD IN PLACE WITH 16GA X 7116' X 2' STAPLES, L'EXT UUSING DOW 1199 SILICONE. TRANSOM GLAZING: THE GLAZING CONSISTS O 2 PIECES OF ilW TR QE RAMS CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OF ANNEALED GLASS AND ARE HELD {N PLACE BY HE SASH AND THE A iED VENEER LUMBER LVL), THE FRAME CORNERS ARE JOINED USING RABBET GLAZING CUP. AN ALUMINUM SPACER BETWE THE GLASS ( PROVIDES A 7/16" AIR GAP. NOTES: 1- ALL VIEWS FROM INTERIOR, 2- MASONRY AND CONCRETE CONSTRUCTION. J 4c J0 ZOa. ¢M 2 W =m �YSao 3 Q y Lu 04T€> 12t31109 Vr 0 scam 112' = V AtEXSPYROU a+c.efi,LUBB£CKE 2012A1.1211�39J2-0500 fl ( ? cc S. FIRE Js� ' TATE OF �4: I5T%115Qp-,,FA DlHtvri 0NOs rw�uay.criwrs�at elt&VOmp. JW162009 ceftAoR No.: 1 O ! Reviewed By " Date Redewed: x 64117 MAX OVERALL Wt c 581i2' MAX. D.L.O.L. "L -- ---- NOTE 2 � 26 25 1 d 25 � i -+ w Lu 4 v- NOTE 2 W� Ot ro a NOTE 2 OTE 2 m 7' MAX Q.L.O. MULL POST- NOTE 12 MAX. NOTE 2 35 9i4' MAX PANEL WIDTH PANEL WIDTH 7YP. MULL POST TRI UNIT (01OXO) (INSWING IMPACT DOOR WITH NON•IMPACT SIDELITES P. TRANSOM) 641P2' MAX O.V.A WIDTH 51° MAX A EL � OVERALL WIDTHPANEL WIDTH u> C~Ff 25 = 'o c wYSm LA! 'S a" NOTE 2 NOTE 2 a m 0 cN.� err �• tddTE 2 L 7 MAX. % MULL POST EC J " D.L.O. ! ! Cc' O NOTE 2 NOTE 2 PANE WIDTH NOTE 2 TRI UNIT (OXO} TYP. 12' P1UUC. 35 3t4" MAX B. 2 2 � (INSWING IMPACT DOOR WITH PANEL WIDTH FANS WIDTH ' z NON -IMPACT SIDELITES) 37172' MAXO;V.A, DUAL UNIT (OX} (INSWING IMPACT DOOR WITH r FRAMH WIDTH sic[ z a NON -IMPACT SIDELITE) M w § y M � z � �a 2s ` z 25 x c1 w le 0 ty c c g NOTE 2 NOTE 2 " a NOTES: 1- ALL VIEWS FROM INTERIOR. o C / 2• MASONRYAND C[;NCRETE CONSTRUCTION. "tte� C z �. i. ; • G E N'••. �r aura:; 12l31l89 NOTE 2 4 = No "- arn.sLC.LU99EC1 35 314' Iu AX. PANEL WIDTH4 - 3 :.P TATE OF uJh ua sn ®. S, FREY aRAmlQNa; SINGLE UNIT (X) y �irCES,A:O PixAe"P.G.FW,E6:fft JW162009 (INSWING IMPACT) Rib.ry �♦ t2r 'r mc� cer kagon No.: a Re ie ed By Da Review : �/e,- 37112' MAX O.V.A. O FRAME WIDTH 31 1t2' MAX. D.L.O. 11 h _E NOTT 26 � w J 25 ; w �q pm •� NOTE 2 NOTE 2 S h NOTE 2 35 3ir MAX. PANELWIDTH .SINGLE UNIT (O/X) (INSWING IMPACT DOOR WITH NON4MPACTTRANSOM) Item DESCRIPTION Maleia1 1 HINGE JAMB 1114'X4-911TFINGERJOINTED PINE) PINE 2 HEAD -JAMB IlleX4-OrFINGERJOINTED PINE) PINE 3 LATCH JAMB 1-114' X 4.9116• FINGERJOINTED PINE PINE 4 SIDEUTE JAMB I.1f4'X4.9116- FINGERJOINTED PINE) PINE 5 010 PHILLIPS FLATHEAD WOOD SCREV! WITH 1 112' MIN. EMBEDME a STEEL 6 4' X 4' BUTT HINGE 12GA .089' MIN STEEL 7 #9 X 314' PHILLIPS FLATHEAD WOOD SCREW STEEL 8 910 X 1112' PHILLIPS FLATHEAD WOOD SCREW STEEL 9 3t16' ITW BUILOEX TAPCON WITH 1 114' MIN. EMBEDMENT STEEL 10 COMPRESSION WEATHERSTRIP FOAM i I INSWING THRESHOLD ENDURA MODEL LZAILP58WMF120 6083 51COMP. ALUMINUM 12 #8 X 21 & PHILLIPS FLAT HEAD WOOD SCREW STEEL 13 EXTRUDEDASTRAGAC GLOBAL 6063-T6AL ALUMINUM 14 NOT USED 15 SIDEUTE SEAT, 260SERIES ENDURA VINYL 16 TOP RAIL LAMINATED VENEER LUMBER fLVLI, LVL 17 BOTTOM RAIL 25GA 0.018 GALVANIZED STEEL STEEL 18 HINGE SIDE STILE LAMINATED VENEER LUMBER M LYL 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL 2D LOCK BLOCK 1-11116' X 3.10 X 12 FINGERJOINTED PINE TREAT D PINE 21 ODL UP-LITE FRAME PLASTIC 22 1' Q.VA. INSULATED TEMPERED GLASS GLASS 23 16 Go. 711V CROWN X 2' LONG STAPLES STEEL 24 CORRUGATED NAIL 1& X 1411625 GA, STEEL 25 KWI.KSET LOCK SERIES 4O0 STEEL 26 KWIKSET OEADSOLT SERIES 660 STEEL 27 98 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD 29 1 NON.COMPRESSION SHIM WOOD 30 EXPANDED POLYSTYRENE 1.0 TO 125 DENSI MFG BY JE D-WEN FOAM 31 STEEL DOOR PANEL SKIN MATERIAL (24 GA GALVANIZED) A6M COMMERCIAL QUALITY 0.021' MIN. THICK. FIBERGLASS 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 CORNER PADS 2, LOCATED AT THE BOTTOM OF EACH JAMB LE SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP 3 FOAM 34 OUTSWINGTHRESHOLD AFCOMODEL IIM973 6063-T& MPOSITE ALUMINUM 3.5 MULL POSE EDGE GLUED FINGERJOINTED PINE PINE 38 3!$' ROUNDED SCOTIA PLASTIC 37 SILICONE BEAD DOW 1199 SILICONE 38 JAMB. 1.114'X4.112'FINGERJOINTEDPINE LVL 39 OUTSWING THRESHOLD AFCO MODEL J-2207 6063-T5 ALUMINUM AO ASTRAGAL BOLT 0.313 DLA. STEEL 41 OPTIONAL 1X WOOD BUCX GRADE 2 SOUTHERN YELLOW PINi WOOD 42 11116O.VA. INSULATED 118' ANNEALED GLASS GLASS 43 1' STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER ALJSEALENT 45 GLAZING CUP CELLULAR PVC 46 SASH CELLULAR PVC 47 STRIKE PLATE GLOBAL STEEL 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC CerdriGaati0leff No., Re�rie ed Date Revi NOTES: 1- ALL VIEWS FROM INTERIOR. 2. MASONRY AND CORMPTE CONSTRUCTION. t.t • C, 1 i 9.. Not 0 0 h J co0 T ZO d c`t•1 W LL 1JJ S oa �g¢a p P. Lr) du , coY0- scmx-* 1R. = 1. Miv,eG.LUBBECP oscm; S. FREY E. fxtkwNGw)- lot S.130 JV4162009 -•„ serest 3 oF 16 ,$ I' MIN. 1"MIN 1" MIN. I'MIN 1" MIN NOTE 1 1" MIN 9 X of iv w - z 1"MIN. 1* MIN NOTE t 28 41 1., MIN. t" MIN 1" MIN - 'P MIN 9 NOTE I 28 4t o NOTE 2 NOTE 1 NOTE 2 28 41 ti Z 5 28 41 .• a ♦ p.• x y }, : rn 6. Y ♦ CD ' 29 38 i 2 ' 29♦ d W U Co g LL Imo— ° �.! L 1 �} —V 38 ! s �-- f, c Z W OD 2 ,. SEE DETAIL A SHEET 15 37 4) x t= 38 43 , W YQ co ar J q� SEE DETAIL A 16 ►_ ,• ``:`'> 42 SHEETIS �y 18 11116'0.A d -j V y 'vL r m 37 a2 ° M n = � mYa SEE DETAIL A 90 a SEE DETAIL A I Vw O.A. SHEETI5 d4 IS L46§4SHEET r° >a 38 37 45 48 n y f A po 2 �"'" �� 38 Y a W. `'� ��Q2"}�` w 0 I W O to .a !r Z v FOG w{ 2 w o eL 10 16 8cgs •Vj MU 30 Z uJi 30 t0 3" 3%c z rya ' .'.r'` F n 31 ;; •• a 31 M �� o wwZZ w , Z d ua. a yoz 17 cc, to tu 30 3a , � :9 _ 11 1� ��: r • - • 28 41 1 112' a� O _b i7 -0�— 17 t y t0 SEE NOTE I MIN.E. t 9 a c}yy vV. tt 1'MIN 1- MIN � 1"` MIN MIN. N o � 1 L2' ao� C VERTICAL O N O RIT N OM TYP, O C SS SECTION. ORITRANSOM TYP. "E NOTEci MIN. g a WOAD FRAME INST TION q Cs�NCRETE i� INSTALLATION ¢ O a EMB. p . v � sa , Ems'... J �•''CEm `� "' DATA: t2l31f09 —I 1' MIN C 1' NOTE t- 1X MAYBE U71 LONG AS MINI IZED AS AN OPTION AS M ANCHOR EMBEDMENT `w NO 0,LUBBECKE SCALL 3"=1' 1' MIN I` MIN 1' MIN DEPTH, INTO k$ONRY, CONCRETE, OR = w g ; J Q+ cke ar: S. FREY TICSECTION DOOR TYP WOOD IS MAINTAINED. 11 TATE OF . ` �+,� Sp, a °.F O umwOka FRAME INSTALLATION S VERTICAL CROSS SECTION. DOOR TYP. NOTE 2- OPTIONALLY, A SICHOR CAN BE PLACED O ��,`TF c� 0?. zt mrg. rea as 9s k— 1V1162UU9 a MASONRY AND CONCRETE INSTALLATION IN NARROW SE TION OF HEAD OF JAMB. O R t .� xsrW. F A i. >$ �� (��ee L til. �i �ONA1.E ,,�` 11111 Fs�ra�aa:rxnrvm.Fr;o. s5sn� SNEST 4 4iG 16 Cefflication 4.. m a i ©i (o . o Reviewed B I ■ I I i i zl- -t m mEXTERIOR \ v/I .•, iNTERIbR m w o 1/2' GLASS W ? N GRIP TYP. 63 1f8' MAX D.L.O. m m zo mmt 'y> a N m w 71/2' MAX.a; D.L.O. - 12' MAX. PANEL HEIGHT — 13112" MAX. FRAME HEIGHT 114' MAX SHIM THK. 1 112' MIN. EMS. 13112'MAX. FRAME HEIGHT — z ° n m m O z ui o 114' MAX 't O m a m EXTERIOR m 1 SHIM THK. 3mX p9wiPy 13 1112" tt N w� v m > MIN. EMB. a � m IIm z y mM >-'� 2 i::„ r . 5• sn pa'.i�' r, 0 oz' t _ INTERtc>k w c 1f2'GLASS-- z� z m? t GRIP TYP. -4 :<a 8 ram- A 114' MAX ZO m tHmtuup`' n z _ S IM THK, 1 114- dd • * �� m w a t, y :: m EXTERIOR m A MIN. EMB. 2%% v 02 rm �gtlitttltlt ZUl % ..Y� r;{' s- '! r..fs: 22 r3 � g m O • INTERIOR ry z Lo z o 112' GLASS „` 2 tD Z �• v GRIP TYP. 63-118' '- MAX D.L.O. z [-1 114' MIN. EMB. O ° PRODuct m ENERGY SAVERiCONTOUR, OPAQUE, JELD-WEN, INC. to di I- w u WOOD EDGE 6-N" (XX) & 54x" (OIOXO INSWING/OUTSWING 24GA STEEL DOOR 3737 LAKEPORT BLVD. A �, PART ORASSEMOLY. KLAMATH FALLS, OR, 97601 m x A NO 12.01.11 201OCODE CHANGE JLA INSWING VERTICAL CROSS SECTIONS PH. 541-882-3451 DATE Sy m atvLgIONS INTERIOR ��IJE ��NACTIVE ACTP L_++_1HORIZONTAL CROSS SECTION 6 VIEW AT ASTRAGAL lbrMAX. SHIM THK. MIN. EMS, 1 SEE DETAIL A i SHEET 15 1' MIN. zt'MIN t 5 10 ;e 3Y xT— 30 SEE NOTE4 8 41 8 8 7 INTERIOR 1 114' MEIN. EMS, HORIZONTAL CROSS SECTION `8J VIEW AT DOOR HINGEISIDE JAMB (WOOD INSTALL) 14' MAX, SHIM THK. ril -SEE DETAIL A 1 / SHEET 15 ia.'.G.. 4 INTERIOR 3g 43 12 SEE NOTE 2 (MASONRY AND CONCRETE INSTALL) SEE NOTE 114' MAX. SEE DETAIL A THK SHEET 1S1 _ 1 114' '-MIN. EMS. I A41" MIN. t" MIN. I m h 9 1' MINI l uj I' MIN INTERIOR U r{ Z�9 j /9 A,V VIEW AT DOOR HINGEISIDE JAMB (MASONRY AND CONCRETE INSTALL) 1 1/4' MIN, EMB. 28 41 SEE NOTE 4 Ll 114' MAX. SHIM THK, I SEE DETAIL A t' MIN. A SHEETIS 1' MIN. Y 3 w 10 z91'MIN 1- MIN w 8 4 ,t8, lµyjzJ.y`=�1 114` MAX. SHIM THK. 1112, MIN. EMS, SEE DETAIL A Y SHEET 1' MIN. 31 18 10 w 1 m t` MINZ 301NTERlOR 8 7 6 9 28 41 EE NOTE 4 C HORIZONTAL CROSS SECTION 6 VIEW AT DOOR LATCHISIDE JAMB (WOOD INSTALL) 114" MAX SHIM THK SEE DETAIL A 1 112' 4 SHEET 15 MIN, EMS. 31 30 P1 INTERIOR SEE 4 29 3 NOTE 4 /-r.-,N HORIZONTAL CROSS SgCTION W VIEW AT FIXED PANEUSIDE DAME 8 V V INTERIOR NOTES (WOOD INSTALL) VW MAX. 1114` 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 E HOR ZONTALCROSS SECTION SHII 4 THK MIN. EMS. 915. 6 VIEW AT DOOR HINGEISIDE JAMB SEE DETAIL A 1 2. SPACING FOR ITEM V12 FROM TOP DOWN: (MASONRY AND CONCRETE INSTALL) SHEET 15 4 . 2 6', 28-', 50-�'. 734% a 3. ASTRAGAL SCREW SPACING FOR ITEM #27 114' MAX. SHIM THK. D FROM TOP DOWN: ', 3+, 20, 24 ', 54 }°, 59• SEE DETAIL A 1 12' MIN.EMB. 21 30 31 3 75+ & 78-}'. SHEET 15 13 4, 1X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN, ANCHOR EMBEDMENT 21 37 „ ,<, .,• _,< ' z DEPTH, INTO MASONRY. CONCRETE, OR Tr ,.;`, _ . g WOOD. IS MAINTAINED, 18 w.f:.,' 5. TAPCON (ITEM 0) ANCHOR SPACING SAME z 5 2 INTERIOR 44 AS WOOD ANCHOR (ITEM #5) SPACING. 6. OPTIONALLY. ANCHOR CAN BE PLACED IN ' SEE NOTE 2 12 NAR�¢ �gEiJl {QN OF HEAD OR JAMB. 6 43 428 SEE NOTE 2 12 —� SEE NOTE 4 INTERIOR 38 43 9 41 SEE NOTE 4 1 HORMOS TAL CROSS E TI b VIEW AT FIXED PANEUSIDE (MASONRY AND CONCRETE 1 n_LHORIZONTAL, .CROSSSECTION 6 VIEW AT FIXED PANEUSIDE JAMB (WOOD INSTALL) Cefficatio No.: jN1 i a! o 1 Reviewed By: Date Revie e3—!�i :— Na 0 9TATE OF � kr� a�F P tv Dl- i '�DR1�.' O\ MIiRFlCwkth.a&tf1$ O i° rn �Q m tr 20Q W W ib UJYSac 35aa �n2ul) u;68 d am-+ 5 CLEW w a � to ot-0 it r � V W�xr O n 5; -. -, X-za z 000 ZWo Ay 5 wO.? Z x: 3- = 1• ,AG.LUBSECKE W, S. FREY %%NOr JW162009 ®sr 6 ae 16 RIOR Z SEE NOTE 2 i2 38 2 20 INTERIOR A HORIZONTAL CROSS SE CTION B HORtZONT CROSS SECTION 7 VIEW AT HINGED PANEUSIDE LITE AT MULLION 7 xnE t AT FIXED PANELtD00R IATGN AT MULLION 114' MAX. 1 12' SHIM THK. MIN. EMB. SEE DETAIL A r SHEET 15 r� INTERIOR 1 1!4'MIN. EMB.SHIM 114' MAX THX, TYR s S SDETAIL A SHEET 15 38 1/j z 46 44 _ ati r z ? 2E c SEE 41 2 INTERIOR 8 41 E NOTE 4 Nt (,ram ._D 1 HORIZONTAL CROSS SECTION 7 VIEW AT FIXED TRANSOM (MASONRY AND CONCRETE INSTAL 1 1/4' MIN. EMB. 114' MAX. SEE DET SHIM THK. SHEET 1: 3 z 10 1$ 20 � r Z z 4 SEE NOTE 4 28 41 F HORIZONTAL CROSS SECTION L,l VIEW AT DOOR LATCHtSIDE JAMB (MASONRY AND CONCRETE INSTALL) Gerfifmfion W Reviewed 8 Date Revie 114' MAX SHIM THK. TYP. 1 V2' MIN. EMB. TYP 38 SEE DETAIL A 38 j SHEET 15 ( � rt 48 44 42 46 SEE 4 3 28 6 44 37 NOTE 4 SEE OTE 4 / 1 HORIZONTAL CROSS SECTION _ 7 VIEW AT FIXED TRANSOM (WOOD INSTALL) NOTES 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 8 15. 2, SPACING FOR ITEM #12 FROM TOP DOWN: 6', 28'k, 5oJe, 734. 3. ASTRAGAL SCREW SPACING FOR ITEM #27 FROM TOP DOWN:,?, 3+. 2W, 24 . 54-r. 59' 75+ & 78-} . 4. 1X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN. ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED. S. 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, I_ 1' MN. I'MIN. —11,MIN 1 Ur MINjEMS. F •.•�♦�',,/I.' "�' 1114'MIN.EMS. SHIM THK, / (9LJt=�J SEE DETAIL A J 10 SHEET 15 OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 586tt'(t IPAA41 1-12-12 /TTAT6 a =vi"POF F ramvc.eanansae fdh .�C p4 :♦ aC�ng acs ��i.�S.,_ ORt•_aCy `' ra�w.rwva+ise.r.su• 0 ti a� o� m0 r z 0 ¢ t`n Z Wp00 m W J Q o CO 70)kCL X, Z 'ago Sad W ao W !r ) y 0 _0 U v O-0 'g z § � 00 1,6 p v�v 9 lG0cq d z wwz ac z WpC33 o w02 ME, 3'c11 —BG.LUBBECKE cm ay; S. FREY roxmNa w_ JW162009 74' MAX. OVERALL FRAME WIDTH 72114' MAX. PANEL WIDTH 36 "1 WITH ASTRAGAL 1 J \ 26 2 J \ w F 25 J \ C = J a � O e TV a NOTE 2 NOTE 2 \ J NOTE 2 rMaY._ LINACTIVE ACTIVE 14 112' MAX O.VA WIDTH 35 3t4• MAX r PANEL WIDTH ASTRAGAL NOTE2 DOUBLE UNIT (XX) NOTE 2 (OU OUTSWING IMPACT C; -1 cs 371t2' MAX O.V.A. FRAMEWIDTH 51' MAX 31 1 /Y MAX O l 0 \\/-AN i r 09 NOTE OVERALL WIDTH v 2s j' \ f 2tu M c� z c? 25 W p \ j 28 \\ s uj s d -' n, � a Y5 \ 9 � NOTE 2 NOTE 2 0— s p w ° q&I NOTE 2 ^ 7'MAX. MULL w J +yi r J POST Z I&NOTE 2 J NOTE 2 -LIJJ 2ui {2wMAs5G P EL WIDTH —NOTE 35 3t4' MAX X PANEL WIDTH DUAL UNIT (OX) (OUTSWINGDOOR WT NON -IMPACT SIDEUTE) :, NOTE 2(ff 35 314' MAX, SINGLE UNIT (OPA) PANEL WIDTH (OLFTSWING NON4MPACT TRANSOM) O 64112' MAX OVERALL WIDTH . t�zp SB 1f2' MAX. D.1.0. NOTE2 Lu s z 2 � J q \ Ltu if2 O d ` nQ NOTE 2 MU m y� Q J NOTE2 POS 2 J ~ 7' MAX' J MULL D.L.O. POST 1 MAX. PAN L WIDTH NOTE NOTE 2 l _ 35 3t4' MAX PANEL WIDTH MAX. 3 1P2' MAX O.VA. PANEL WIDTH rRAMS WIDTH TRI UNIT(OtOXO) (OUTSWING IMPACT DOOR WTH NON -IMPACT SIDEUTE & TRANSOM) x o� J J NOTE 2 � m( VCI�i��ti�n !p Reviewed By., � a'a 1g8,vF'6ve 35 3W MAX. PANEL WIDTH OGLE UNIT (X) ITSWING IMPACT Aitm lei it NOTES: 1- ALL VIEWS FROM EXTERIOR. 2- MA4INRY AND CONCRETE CONSTRUCTION. ,. ,.ygGEnSF. ys 1-12-12 :Na G68•f D F> rn 0 J C m � co z IS W 2 W co Lu YSap 3S¢�r W r Y(L y z 0 J w 2 N O Waif: J IT M 1' ti+.0•8G.LUBBECKE cm -or S. FREY ow.w+r+c ea JW162009 l"MIN -I'MIN. V MIN 1* MIN. MIN. I'MIN NOTE I h� NOTE I MIN. l"MIN NOTE I V MIN — NOTE I I'MIN V MIN 26 41 P:11 MIN 28 41 NOTE 2 TE2 28 41 Z 28 41 • .. 2 4 -Z 4 29 ci 2 29 38 > CC' 29 im co 0 2 38 -,Sal I.-c6G -U�DC Z Z 0 -j'n < . SEE DETAIL A �2 36 43 cj SEE DETAIL A SHEET 15 37 LD ra (L U 16 w x 2f Ill SHEETIS 42 LU 10 11/1 0 0 w 37 42 Lo -1 x tu SEE DETAIL A U. 10 SEE DETAIL A 111161 0A 3! SHEET 15 ;1 w SHEET 15 (L 46 48 i 44 0 45 46 z z I'M+ l"MIN 38 r 37 2 38 2 Bo 30 w 30 10 4..' i In 31 Ul 31 0 w z Ula!; uj uj z ow w 17 17 -X IL 30 10 10 31 34 39 34 39 17 4-JU 28 41 LU U) SEE NOTE 1 0 0 10 06i LU 4 J3w 34 39 VMIN V MIN 11 M N MIN. VERTICAL CROSS SECTION DOORnRANSOkATYP q VERTICAL GROV SEC . c)oogrrgANs m TypK17 MASONRY AND CONCRETE INSTALLATION WOOD FRAME IN TALLAMON - - - - - - <0 - c. E N .9 1-12-12 CAM 11- MIN NOTEl- IXMAYBE UTLIZEDASAN OPTION AS z NO 0 cwc 3'. 1. LONG AS MINI JUM ANCHOR EMBEDMENT VwQ 8G.LUBBECKE DEPTH, INTO I IASONRY, CONCRETE. OR S. FREY B"\ VERTICAL CROSS SECTION, BOOR TYP WOOD IS MAINTAINED. NOTE 2- OPTIONALLY- kNCHOR CAN BE PLACED TATE OF jr &U MASONRY AND CONCRETE INSTALLATION IN NARROWS CTION OF HEAD OF JAMB, So . Pu Aftndum to NAMI ew, 2#on ND.: Revie qed By. .. ... .......... Date'l Weied7— . . . ................ as— I"MIK NOTE I aj I - --- I'MIN 2 2 N41N 11MIN 11 MIN 28 41 NOTE I ai MI I'MIN I'MIN 9 28 41 I"MIN 0�i - — I* MIN, NOTE I w NOTE I 1. MIN — 9 ;c 28 41 28 41 r MIN Z 5 __ ' I , to 29 74- -----436143 1 29) t n29 -1 0 38 t 2 SEE DETAIL A SHEET HEET 15 S22 37 42 6 38 36 43 SEE DETAIL A 7_77'N '08 2 z 0 D. 11116.� x w 11116-O.A.d 5! (3 (9 1-0 SHEET 15 36 43 SEE DETAIL A 36 43 7 U. Z LU co uj Y x a? 37 M = 42 uj SHEET 15 SEE DETAIL A TI, 1116- OA. 5 -a 2 11 C31 37 44 45 46 SHEET IS Is LU 37 44 C30 31 co �c t26 38 37 45 46h. w w C211 30 zq —1 Vo� ui Xi 38 — SHEET 12 w 21 z 6 .0 WJ Lu 2 trr QPJAII A w a 0 gt2 r10 A SHEET 12 2 36 43 22 -- 0 22 I _0 z r ) 37 36 43 821 0. wab> M- 31 16 37 > 0 30 31 0: 16 0 sin. sz! 17 9 CO a < g 21 DETAIJ A SHEET 12 3 30 30 M 30 tu szo Lug! 0 co 37 0 5 2 I"O.A. �R J 39 31 34 39 31 > ri srF peTAiL A SHEET 12 22 28 41 SEE NOTE 1 9 a EL5 z 1 MIN ad j I- MIN. VMIN 0 a. 17 00- I'MIN ot 0 as / D*N VERTICAL CROSS SECTION SWELITS TYP. VERTI -,AL CROSS SECTION SIDFLLTE TYP, \,10 MASONRY AND CONCRETE INSTALLATION 30 37 z \,LOl WOOD FRAME INSTALLATION 7 34 39 31 NOTE I- IX MAY 8 UTILIZED AS AN OPTION AS II P LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, It [TO MASONRY. CONCRETE. OR 'o.4%s z DATE! 12f3V09 zWOODS_ Zed SE QTVI 9 S MAINTAINED, \ .. 3-. f No 0 I* MIN — J 1 -MIN. I"MIN S. FREY 1*MIN MI STATE F RTICAL CR SSSECTI ELI ITRANSOMTYP. 9 VERTICAL CROSS SECTION SirAELEE ffJR6NSOM M ..... 12yA 3W16200 =W�M OD FRAME INSTALLATION \,LO� MASONRY AND CONCRETE INSTALLATION 61 Ceffical on No.: &o Review ei By: Date Revewed7_ z-- Ito' MAX. SHIM THK. 1 114• MIN. EMB. ~MIN. EMB SEE DETAIL A 1 SEENOTE4 28 41 SHEET 15 t 114" MAX. SH M I'MIN, TH SEE DETAIL A� I 31cp SHEET 15 1' MIN. 18 10 w 1' N. v. :* 1' MINI 10 N r , " . 1' MIN2O 1 EXTERIOR INACTIVE ACTIVE s "4'If p 9 w 7 9 8 rwI*MIN @ 841 EENOTE4 A HORIZONTAL CROSS SECTION C*N HORIZONTAL CROSS SECTION EXTERIOR 11 VIEW AT ASTRAGAL 3D 7 g 11 VIEW AT DOOR LATCHISIDE JAMB 6 (WOOD INSTALL) Lo t HORIZONTAL CROSS ECTION� 1!4• MAX 1!4' MAX. SHIM THK — SHIM 1/2' SHIM THK. 11 VIEW AT DOOR HINGEISIOE JAMB SEE DETAIL h111 EMB. (MASONRY AND CONCRETE INSTALL) 1 Ire 4 SHEET 15 Cl)SEE DETAIL A 9 114' MIN, EMB. SHEET IS 1' MIN. MIN EMB 8 41 SEE NOTE 4 3 31 30 21 114' MAX. 18 31 SHIM THK. t I , y i0 18 1 SEE DETAIL A z ^ 0V MIN 5 I'MIN. %SHEETIS z :' r;. ,a ,�. �;. ..:; I'MIN. tau 10 18 8 2 30 7 p ZI'M[N 6 SEE NOTE4 8 4 EXTERIOR W 9 4 i I* MIN N L! 5t ; ^ ""� (�OR12ONTAL CROSS SECTION_ S_ _FS 11 VIEW AT DOOR LATCHISIDE JAMB 8 30 EXTERIOR (WOOD INSTALL) 6 7 -�: !4• MAX. 1 1/4• E HOR ONTAL CROSS SECTION HIM THK. MIN. EMB, 114' MAX. SHIM THK. 11 VIEW AT DOOR LATCHISIDE JAMB SEE DETAIL (MASONRY AND CONCRETE INSTALL) �� 29 SEE DETAIL A SHEET 15 q 4 SHEET 15 1t4' MAX. SHIM THK. z 3 SEE 15 A 4 1 it? MIN. EMB, 21 30 31 31 30 21 SHEET 18 1 D i8 2 30 3 7 Z 2 18 4 S.:r•' 5 e EXTERIO .j 5 A EXTERIOR SEE NOTE 2(:,) 36 43 P8 41 28 41 36 43 12 SEE NOTE 2 SEE NOTE 2 12 SEE NOTE 4 g SEE NOTE 4 EXTERIOR 6 43 9 4 SEE NOTE 4 ezHO IZ04TALCROSSSECTION 11 VIEW AT FIXED PANELISIDE JAMB (MASON Y AND CONCRETE INST/ GHORIZONTALCROSS SECTION H HORIZONTALL QROSS SECTION 11 VIEW AT FIXED PANELISIDE JAMB (MASONRY AND CONCRETE INSTALL) 11 VIEW AT FIXED PANELISIDE JAMB (WOOD INSTALL) pp �,�����,�{{',,, M,♦♦,, `{�`'{ --fltit101it"N Certif(catiot No.: Wend By: Date Woe 12 SEE NOTE SEE 41 28 2g EXTERIOR 3 NOTE 4 F\ HORIZONTAL CROSS SECTION \Llj VIEW AT FIXED PANEL+SIDE JAMB (WOOD INSTALL) NOTES 1 19* 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 N. EMS. & 15. 2. SPACING FOR ITEM #12 FROM TOP DOWN: Z 6'. 28-g , 504", 734. i 3. ASTRAGAL SCREW SPACING FOR ITEM #27 L FROM TOP DOWN: J'. 3-} , 20% 24}', 544, 5' 754- & 784'. 4. 1X BUCK MAY BE UTILIZED AS AN OPTION z I AS LONG AS MIN. ANCHOR EMBEDMENT y DEPTH, INTO MASONRY, CONCRETE, OR Dp 'g WOOD, IS MAINTAINED. 5. TAPCON (ITEM #9) ANCHOR SPACING SAME --�- ^ AS WOOD ANCHOR (ITEM #5) SPACING. 8.OP IA�+� ANCHOR CAN BE PLACED IN l9 N OF HEAD OR JAMB. Fj •�= r --, TATE OP _ ,:;f.`". w kCpy-'P.L 0 cc Ch O m H � � ZOQc') CL ZWLLOD LU n ar � co Y 11. zcO No OV xw to to 2� �V 0 �: 3'o I• 6G,LUBBECKE ar: S. FREY 4 14ONO., JW162009 EET 11 OF 16 d3 12 5EE NOTE 2 6 EXTERIOR A HORIZONTAL CROSS SECTION 12 VIEW AT HINGED PANEL/SIDE LITE AND MULLION 114' MAX 11/4'MIN, SHIM TM4 TYP. EMB. TYP. 38 SEE DETAIL A P311SHEETI5 2 364L-9 412 EX ERIOR 8 41 SSE 4 NOTE 4 O HORIZONTAL CROSS SECTION 12 VIEW AT FIXED TRANSOM (MASONRY AND CONCRETE INSTALL) 1 1/4' 114" MAX, SEE DETAIL MIN. EMB. SHIM THK. SHEET 15 jkVg�AAlco) SEE NOTE 4ej F HORIZONTAL CROSS SECTION 12 VIEW AT DOOR LATCHISIDE JAMB (MASONRY AND CONCRETE INSTALL) 1l4' MAX SHIM THK, TYP. 1 EMS, TYP. 38 SEE DETAIL SHEET 15 �a 46 44 42 B HORIZONTAL MOSS SECTION NOTEo;;41 4 12 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION 1/4' MAX. 1 1/2" SHIM THK. SEE DE rAIL A 7 MIN. EMB. SHEET 5 3 3 10 19 20 oZ fz 50 0 EXTERIOR SEE NOTE 4 8 41 25 VIEW A: (WOOD MIN 1!2' GLASS BITE 1t8" TEMPERED (�314' A R PAIR PAC f f 1t$' TEMPERED INTERIOR GLAZING DETAIL A SCALE: Geftaffon Reviewed 8 1 314" E L SEETIOTE 4 C 12 VIEW AT FIXED TRANSOM (WOOD INSTALL) NOTES 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 & 15, 2. SPACING FOR ITEM #12 FROM TOP DOWN: 6', 28-g', 50-", 734. 3. ASTRAGAL SCREW SPACING FOR ITEM #27 FROM TOP DOWN: }'. 3-k. 20', 24 t. 54-4', 59' 754" & 78-4•. 4. IX BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN. ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED. 5. TAPCON (ITEM 89) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM #5) SPACING. 6.OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. I-- I- MIN, —I 19f2° '• `'`: Yt/4'MIN, EMS. SHIM THIL ) (q y' J SEE DETAIL A j 10 SHEET 15 OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS SEE NOTE 5 & E6M19I ft6,— Nc 0 No YY : 3k V ; �CC3 9 OF+` t4Nf% n.PE GORIQ \� tWDat�ror i. sl.._. 1. �'a � \ tVW.Fww.c+A-o .4a wkft Part Fl3zm 0 >af m L7 ulp Z_OQm o• U_ cgo m LU Y n M YD=. zoo O� i OA Z 50 O E: 3' _ 1' C.LUBBECN av: S. FREY varia nq JW162009 EE112 W 16 SEE DETAIL 1� SHT.15 6• TYP. TYP. I F [— 3° TYP, ���--- SSSEE DETAIL 8 / SHT. 15 g O z 5 a z cn W .- 2 W 9 TYP. U' W LL LL I m � o � m I ( j III11 i I SEE DETAIL F Y SHT.15 — ANCHORING LOCATIONS DOUBLE INSWINGIOUTSWING UNITIXXI_____ SCALFt 1rr=1L0• SEE DETAIL TYP. S T. 15 TYR 6• TYP. 24 2 TYP. 3 TYP. rl G TYP. �3., ` SEEDETAJL13 �SHT. 15 0. SEE • I + 1 1 i t I IT I 1 SHT,DETAItH U a W Wz 71- 4 !—k 1 � SEE DETAIL C a SHT.15 Lu MULL j SEE DETAIL C SHT.15 ANCHORING LOCATIONS TRI UNIT WITRANSOM INSININGKtUTSWING UNIT t0tOX01 SCALE: Itr =l'-W NOTE: 1- ANCHOR SPACING FOR BOTH INSWING & OUTSWING. * Ne a Celti c*n Reviewed By: Rate Review 1-a2-12 scro.vcrr rhea 0 n coo co COG 0 CC ZC7¢ Z W W00 luW = � : 6 23 N J oa�Q Z U 7 xy m �Z Wp u� U2 co v} — Smee 112` =1" OW0, S.LUBBECKE cw,w, S. FREY diAVdWNW JW162009 a: 0 SEE DETAIL I SEE DETAIL B TYP. SHT.15 `^- SHT.15 T•TYP. 24 3• TYP. TYP. 21 Typ. � 8• 6• TYP. YTYP j 3'TYP. f -- t F J a I IZ co z z � n usx Z. FF5nn 5 toW L I g TYP. g W W �m r' TYP. J U 0 SEE DETAIL B SHT, 15 SEE DETAIL H SHT. 15 p i i Lu (I �. Win e- G 1'': . W MULL EE DETAIL C _ s rn `� HT.1S � (A p U1 V W ANCHORING LOCATIONS DUAL UNIT W t N INSWINGJOUTSWING UNIT 110X1 L ii SCALE: W -T-0• r 3'T1Pl--j 1 /�SHTDSTAtLB LSEEDETAILC L_ 1 1/ "MWIN SHT.15 Ti a' S CU ANCHORING LOCATIONS SINGLE UNIT W! TRANSOM INSWINGlOUT -WING UNIT (OIXI 3 'st SCALE:1#7=1'-W n P. n cQn z Wo o _L ~ � t U. Ry6(. W N io, CDM J L W ) ANCHORING LOCATIONS SINGLE UNIT SEE DETAIL C a -- INSWiNGJOUTSWING UNIT (X1 5HT.15 t— SCALE:112•=1'-4" to 4 Certibtn No.: Reviewed Br. Date Reviewe( NOTE: 1-ANCHOR SPACING FOR BOTH INSWING & OUTSWING. �`�t4;1S '$PY rrrrr No 0 rn c m zoQC4 ZwCL Wco W !de T to W, IM'-Yd agw K�� ZN Qzc`ru p u4iW5 w r� Y C!0 �U U` 9 6 !2 O 12/31109 E Ur = 1' ,09.LUBBECH em S. FREY NM NM JW162€ 09 ecr14 ov 16 SEE DETAIL I —I Fr Tva_ kltfcy 0 /------SEE DETAIL B 1 ul �vv m w c5 1 MULL I / MUL' \---,SEE DETAIL C --I 3" TYP. f II tl 1 ! tl � I 'kf I I I i I I � ( 9 I I !TYP. 11 11 1 it ANCHORING LOCATIONS TRI UNIT (NSWING(OUTSWING UNIT (OXOl SCALE: 112' =1'- �Vv 4 pY CREWS r C-SINK. F"•— NO131 / r 1 - E #10 WOOD INSTALLATION SCREW Wl 1M' MIN. EMBEDMENT ( EN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 - E 311¢' ITW TAPCON ANCHOR Wl 1 114• MIN. EMBED. EN INSTALLING INTO CONCRETEih1ASONRY SUBSTRATE AT SIDELITE SILLS. SAIL -A 3 - REW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 N4' OR SCALE: 6•=1'-O' THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT 1 34 39 47 12 o � 1 3 4 I 3 DETAIL D ASTRAGAL TOP STIKE PLATE 4 28 28 SEE OTE 8 � #2 ����g 8 iTiNER O€TAIL Ak HEAD O ADETAIL AT SILL 7 7 ~� DETAIL E HINGE DETAIL 49 pETAIL ASTRAGAL BOTTOM INSERT PLUG (INSWING) LATCH & DEADBOLT STRIKE 47 PLATES O 2? AIL F _ ASTRAGAL BOTTOM (OUTSWING) DETAIL HH CORNER DETAIL AT TRANSOM MULL DR PACING FOR BOTH 40 OUTSWING. N #2 IN DETAIL C, NOT USED IN I = * ' No G ` SA"e• '� i-is;-7G� mw: 12/31/69 p SME-AS SHOWN ' * � one eg,LUBBECK * carx ar S. FREY TE or su; , ,sue r. DQAWI9kGNO- (+tom: romorer�.�fa� JW162669 }--- 49116'_ j I r-- 31W 1 yYOOD JAMB FINGERJOiNTEp PINE SCALE: 6" =1'-0' 2 3 4 3118' 20 LOCK BLOCK FINGERJOINTED PINE SCALE: 6' =1=0' 15M HINGE 4002 GA, STEEL SCALE: 6' =V-0' AFCOOUTSWINCTHRESHOLD 6063 TS AL AND COMPOSITE SCALE: 6' =P-V 13 --&MINMDEO SCALE: IMAGAkBO • ..- •rnry ' 1 ri i 112- a.rita t, �11`•ae 4S TRANSOM GLAZING CLIP 36 F4X(rD CORNER TRIM CELLULAR PVG PLASTIC SCALE: 6'=1'-0' SCALE: W-=1*4" COMPRESSION WEATHERSTRIP VINYL/FOAM SCALE: 6' =1'-0' 0 U 118' (-9 3f8• 1 11118' Lid I-1 11it6• —{ i 1/8` LATCH STILE 3d8' TOP RAIL HINGE STILE 17 BOTTOM RAIL 25 GA. STEEL SCALE: 6' -1''W 1314. 718' i DOOR SOTTOM SWEE 32 VINYL SCALE: IV=T-0' LAMINATED VENEER LL (LVL) SCALE: B' =1'-0• 16 18 19 IN IN 4--- 13/4' QCORNER PADS PLASTIC SCALE: 6 =1'-0° r 1 3/4• -- I 15/8' N l� 20 O ASTRAGAL STRIKEPLATE 131W � � STEEL SECTION A:A SECTION &S 21 ODL LIP FRAME SCALE: 6"-IW PLASTIC SCALE: 6' =1'•0" 1732' --t 31/2' 2 it2" H118' EMDG GLUED FINGERJOINTED O SCA E: W =T•0' SIDELITESEAT q8 LATG—STEEi EXTUDEDPLASTIC SICALE:E:61=14__ONLY L :r i5 SCALE: 8` =1' {Y � 1 SCA1-1242 ;Ey�1pi'rftfOj����� � TRANSOM JAMB PINGERJOINTED PINE SCALE: 6' =1'-O' inNo.: By* - 6 o� 0D O z0¢ zWL`co W �eiC0 5 4 r a I— UJ 12 M Y (L Icwef,, S.FREY I JW162009