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Home My WebLink AboutSUBMITTED PAPERS,). =a. ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTM' Date: SCANNED Permit Number:1508-0187 BY 4 St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: To Select from dropbox, dick arrow at the end of line III I PROPOSED IMPROVEMENT LOCATION: Address: 6400 Oleander Ave, Fort Pierce, R 34982 Legal Description: The N12 of the N 12 of the N 112 of the SW 1/4 of the SW 1/4 of Section 10, Township 36 South, Range 40 E, conlainmg 5 acres more or less, sihrate, tying and being in SL Lude Candy, FL lea the West 33 feet dmmhvhirh is the rigid of way for Oleander Ave Property Tax ID #: 3401-331-0001-000/2 Site Plan Name: 6400 Oleander Ave... Project Name: Uppard Oleander Renovation Setbacks Front Bark Right Side: Left Side: Lot No. Block No. DETAILED DESCRIPTION OF WORK:: Remove/Replace siding, Paint exterior, Remove/Replace metal roofing. Replace chimney cap, Remove/Replace windows (Impact resistant). Repatt/Repiace existing plumbing foduress as needed. Upgrade electrical panel, replace outlets, switches and smoke/CO2 detectors as needed (Permitted by Electrician on file), HVAC system installation. Attic spray foam insulation, Repair/Replace 1st and 2nd floor bathroom fixtures as needed, Replace kitchen cabinets CONSTRUCTION INFORMATION: ZHVAC 11 Electric Gas Tank Plumbing Total Sq. Ft of Construction: —2500 Cost of Construction: $ $100.000 Piping apply - Shutters ❑✓ Windows/Doors Generator Roof Ft. of First Floor. " 1M UttlitiesnSewer Septic Building Height: 2 wry OWNER/LESSEE:. CONTRACTOR: -..; . NameDuane & Tracy Uppard Name: James Derrick Trefelner Company: Trefeiner Construction Inc Address: 6400 Oleander Ave City: Fort Pierce State•FI Zip Code: 34982 Fmy813-042--7781 Phone No.423-593-8549 / 423-595-5111 Address: 1760 Copenhaver Road city-FortPierce State:FI Zip Code: 34945 Fax: 772-460-0527 Phone No. 772-460-0527/ 772 201-9833 E-Mail:tracy.iippard@gmail.com Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: befelnerj@betisouth.net State or County License: CRC1330685 It value of construction is $Z500 or more, a RECORDED Notice of Commencement is required. .. v SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Name: _ Not Applicable MORTGAGE COMPANY: Name: Michigan Muwal, Inc _ Not Applicable Address: Address: eootgweansaaal City: Zip: Phone: State: City: PodHaron Zip: cecgg Phone: State: Ml FEE SIMPLE TITLE HOLDER: Name: x Not Applicable BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before _ T( nature of Ow 2�p STATE OF FLORIDA COUNTY OF stwua The forgoing inst/r1`�ment was acknowledged before me this ay of 1�( l Ak'Ahst 2015 by person acknowledging STATE OF FLORIDA COUNTY OF a wcla The forgoing instrument was acknowledged before me thisLL g�by t('rscr --f4Zu (Name of person acknowledging) ,(Signs ure of Notary Public- St jp of Florida ) �.(Stg'nature of Notary Public- State a1Florida ) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. Revised LASHAHNAINGRAM My Comm. Expires Dec 20. 2011 Commission # FF 177249 Bonded through National Nmnru e... No. INGRAM Commission # FF 177249 Bonded through National Notary Ai r REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Name: _ Not Applicable MORTGAGE COMPANY: Name: Mitl ganMutua].I,m _ Not Applicable Address: Address: aoos,masaas— City: Zip: Phone: State: City: PoM1IWma Zip:4aoeo Phone: State: Mi FEE SIMPLE TITLE HOLDER: Name: x Not Applicable BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencine work or recordine vour Notice of Commencement. I J Of STATE OF FLORIDA COUNTY OF nwaa The forgoing inst ment was acknowledged before me this A2-'day of t LL &n0A a&- . 20 ( by person Personally Known OR Produced Identification Type of Identification Produced Commission No.�"� — — ,,.��a��a,, LASHAHNAINGRAM °> : �? Natar _' : • 3 My Comm. Expires Dec 20. 2011 Revised 07/15/201 "; no-?-° Commission # FF 177249 p Bonded through Nations' Notary assn STATE OF FLORIDA COUNTY OF s«aCia The forgoing instrument was acknowledged before me this Lk- day of20 LCby Tfti' s -Cf 'b- -4j gR-,- (Name of person acknowledging) .(Signature of Notary Public- State bQlorida ) Personally Known OR Produced Identification Type of Identification Produced No. INGRAM My Comm. Expires Dec 20, 2018 Commission # FF 177249 Bonded through Natiorla! Notary Assn. REVIEWS 1. FRONT ZONING SUPERVISOR PLANS ! VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS P]-1 WING AND DEVELOPMENT SE%L-: ICES DEPARTMENT BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772)467-1553 Fax (772) 462-1578 RECEI''^.D SEP 212016 PERMIT RENEWAL REQUEST PERMIT NUMBER: SD E-4 97 ADDRESS: _( /U� I, low- l p am requesting that the above permit be renewed. I understand that I must schedule and pass all required inspections for the permit to be fmaled. Further, I understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a passing inspection during any six month period during the renewal period. Justification- LACK g-l% �Ltn jc pjj,,,� O�IER/BLDR Olf OONTRACTOR SIGNATURE DATE b(A,4!lE Print Name STATE OF FLQ A COUNTY OF LUG\ ACKNOWLEDGED BEFORE ME THIS ai . DAY OF 20`� T BY p U A nq I— '% e p c1 t WHO IS PERSONALLY KNOWN TO ME OR HAS PROVIDED N AS IDENTIFICATION. OF FOR OFFICE USE ONLY: ,L9, Number of Open Inspections:._ Total Inspections: (Divide open by total to get % of open inspections) Percentage: Original permit fee: x % open = $3� S,db Renewal fee DEANNAMANIEGNENS "coMMISSION O GG 022023 p(pIRES: December 16.2020_. Example: [15 divided by 23=.65(0/o)] $175(permit fee) x .65=$113.75 (renewal fee) Revised 7212014 JOSEPH E. SMITH, CLERK OF -THE CIRCUIT COURT'— SAINT LI?^TS COUNTY F19LE # 4231821 OR BOOK I PAGE 1657, Recorded 09/'_ 1016 12:20:53 PM ARrmR RPfll QINQR RN 70• \' � D SEP 211016 PMWrNUMM- RECEI . — :.. J d xt-j NOTICE OF CONIIIMNCEMENT The undersigned hereby given notice that improvement will be made to certain;real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3410-331-0001-000-2 SUBDIVISION BLOCH TRACT_LOT,$LDO UNIT 10 1 36 / 40 2. GENERAL DESCRDMON OF IMPROVEMENT: Renovatlon, Repair Elem, Plumb, AC, Windows, Doors 3 Siding 3.OWNER INFORMATION: a. Name Duane Lipperd b, Address 6400 Oleander Ave. Fort Pierce, FL 34982 c. interest in property d. Name and address of fee simple titleholder (if otber than owner) 4. CONTRACTORS NAME, ADDRESS AND PHONE NUMBE14 James Trefelner (Trefelner ConsL Inc. ) 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive.a copy of the Lienor's Notice as provided in Section - 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PRONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , _, 20� Duane Uppard Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized 08icerMireetor/Parhter/Manager State of Florida Countyof- A B f oingg�eg prjk t was nclmolvjedged lxfote me thi _d wo 20j,`a _\�Q°ti� as �. (Name of person) (Type of authority... e.g. Owner, officer, trustee. = may in fact) For (Nome of party on behalf of whom instrument executed) Personally Known_ or produced the followin e '`Iv O SSS S /dPf 4 Nldt'MM fo No1nYm014.1 k.0rr. (Pinted NamAof Notary Public) (Sign ofNotary Pubim �.. nP.""'�A Under penalties of perjury, I declare that I have read the foregoing and that the facts in it ere , belief (section 92325,Florida Statutes). cam -DO" OFLORIDA latill"I Mpature(s) ofOwrer(�s) or Ocmer(s)' Author R...wnaaawrxreRaarl I` CORRECT COPY ,; Date, `1 the PERMIT # I5 ► % O O ISSUE DATE { (Type For the project located at PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division Name) BUILDING PERNM SUB -CONTRACTOR AGREEMENT Sub -contractor for � yaa 0ZZ.9AV46z_ Avc OKI have agreed to be (Primary Coj=ctor) (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the filing of a Change of Sub -contractor notice. Z, 7/-----,, CTIIACTORSIGN(Quallfler) T ge:5 - ,�/ eat2elt P T NAME �2_6 D 0 COUNTY CERTIFICATION fBE State of Florida, County oftU Theforegoingin'st1nmant was signed m before e thisP.day of r- r"P-0 �-,20_ffby;yRM.M �Y✓L�tT�- who is personally known �r has produced a �z SUB -CONTRA ti (Qualifier) PRINT NAME (I' Fc, i UD -?- s q COUNTY CERTIFICATION NUMBER State of Florida, County of_ l ,x�te�__ The foregoing instrument was signed before me this � day of ZaV-6\ 201), who is personally (mown Zor has produced a as identification. �5O\ as identificatiol 4 6(J STAMP STAMP Signature of fVty Public Vgnature of Notary P llc B- Print Name of NotaryPublic Print Name of Notary Public ,rrru„ TINAARAMALHO '�r'•ei'"'•: F AUDREYRHUMPHREY Pi N,> _e n-NOTARY PUBLIC -STATE OF FLORIDA ..- MYCOMMISSION#FF174772 - 9•., EXPIRES: March 6, 2019 - a COMM.# FF 957046 Revised 11116/2016 '+?„pl• „• sanded Tlw Notary Pubic UndewrAers-�''o.°,,;^ c�• MY COMM. EXPIRES 02-03-2020 x-LANNING & DEVELOPMENT'NERVICES BUILDING & ZONING DIVISION 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772)462-1553 FAX 462-1578 CHANGE OF CONTRACTOR, SUBCONTRACTOR OR CANCELLATION OF PERNIT PLEASE SELECT ONE OF THE FOLLOWING: CHANGE OF CONTRACTOR — Change of Contractor is to be signed and notarized by the property owner, and the new contractor of record for the current permit. A new permit application must also be completed with new contractor information and signature. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. There is a $50.00 fee for the Change of Contractor. X CHANGE OF SUBCONTRACTOR — Subcontractor changes are to be completed by the general contractor. The new subcontractor must fill out a Subcontractor Agreement Form. There is a $50.00 fee for the Change of Sub - Contractor. ---a CANCELLATION OF PERMIT — The cancellation of a permit is acceptable only if no work has been done. Cancellation of permit is to be signed and notarized by both the owner and qualifier of record. There is no fee for cancellation of the permit. Date: 3/1212018 Site Address: 6400 oleander Ave St. Lucie Remodeling & Plumbing Inc. Original GC, subcontractor or owner/builder ALL CONTRACTOR SERVICES INC New GC, subcontractor Permit Number: 1508-0187 License SLC License 27253 License CFC1428754 SLC License Reason for Cancellation Out of business The undersigned does hereby agree to indemnify and hold harmless St Lucie County, its officers, agents and employees from all costs, fees or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. A permit cannot be cancelled if wor as been performed. SIGNATURE OF OWNER (or owner/builder) SIGN RE G � TRACTOR (or new CC, as applicable) PRINT NAME PRINTNAME_ \/9MLiTzrG✓�Gx State of Florida, County of St. Lucie County State of Florida, County of St Lucie County The following instrument was acknowledged before me this _day of_ 20_ by is personally known to me or who has produced as D). 3/12/2018 Signature of Notary Date Revised 04/15/16 The day of instnunent oco ,gfnj dg before me ; T� ET-t7LN 4p who is perso 1 known o `'�, j� F7 meme 0 0 asp as IDhas pmduced as ID. 3/1212018 Sigoatu f a Date a •+�:�': AUDREYB. HUMPHREY MY COMMISSION 9 FF 174772 A>' _ EXPIRES: March 6, 2019 ' Rffi Bonded Thn WtaryPobrCUndeWhM Wow- F�� WE0 Inoel Aelations�iDs. National Aescurces. 3601-A Crossroads Pkwy MAR 2 0 2017 Ft. Pierce, FL 34945 PERMITTING t4 o 4 1-1 a 9 0 St. Lucie County, FL Gale Insulation INSULATION INSTALLATION CERTIFICATE SUBDIVISION JOB ADDRESS:(p9oo Olm „J r < Fl w CITY: P P')p(-e PERMIT #: ��Tj�`fi►`� .— ,a,L�®1 7�1 OVBLOCK: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls has been insulated with according to to a thickness of inches, which will yield an "R" value of Exterior frame walls has been insulated with which according to will yield an "R" value of a thickness of 2. Ceilings (flat) has been insulated with to a thickness of according to will yield an "R" value of inches, inches, which Ceilings (vaulted) has been insulated with <Mavei rn to a thickness of inches, which accordingto.lo,o G�xsctcllr,Willyiel an"R"value of�. �'�q^ 3. Interior knee walls has been insulated with to a thickness of inches, which according to will yield an "R" value of 4. Garage Partition walls adjacent to conditioned living space has been insulated with thickness of inches, which according to will yield an "R" value of to a i Gene711- ontractorBuilder Insulation Contractors Signature J/ License # CGC1512179 Sign6ture THE AFFIANT, IS PERSONALLY KNOWN TO ME Sworn to and subscribed before me this 5 day of 2b+"ua 20Ili. /1 Notary Public, State of JULIE P WARD 2' e My COMMISSION d FF194310 EXPIRES January 29. 2019 I�OT)030.Os5.l Fr,NWNwry6ervkn.eom sulation Certificate mene Classic Max with ICC-ES REPORT 1826' INSULATION CERTIFICATE • DO NOT REMOVE PLEASE POST NEAR ELECTRICAL PANEL. This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 20061RC - N1101.2, N1101.4, N1101.8 20091RC - N1101.2, N1101.4, N1101.8 20121RC - N1101.3, N1101.7, N1101.12 Please consult International Building Code (IBC), Chapter 26 - Plastic and International Residential Code (IRC) 2006 IRC R314, 2009 RC R316, 2012 IRC R316 - Foam Plastics for specific requirements. The aforementioned Icynene spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness" Attic Area' R- at inches Sloped Ceilings R- 20 at 5.5 inches Walls (location): R- at inches Walls (location): R- at inches Floors (over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other (location): R- at inches ' Nominal thicknesses are representative of field, spray -applied foam material. Jobsite Address 6400 Oleander Ave Ft. Pierce, FL Date of Insulation Installation 10/30/2015 Building Contractor Lippard Construction Insulation Contractor Gale Insulation Insulation Contractor Phone 772-465-9191 Installed By Classic MaxT" Batch Number/s 15213364 'The foam plastic has been installed in accordance with the terms of Section 4.4.1.2.2 of ESR-1826, apd that any alterations to the attic must be consistent with those requirements. An ignition barrier or intumescent coating is not required. Icynene Inc. 6747 Campobello Road Mississauga, Ontario L5N 217 Canada Ph: 1.800.758.7325 • ICYNENE.COM Updated April 2015 Area not intended for occupancy or storage. Occupied areas must be protected with a thermal barrier. NOTE TO HOMEOWNER: Access to this attic is limited to servicing of utilities and equipment only, unless specifically designed for storage per building code requirements. 'i KYNENE® The Evolution of Insulation 2015-10-21 19:32 i . a. ta&7- -oof i ng 772 468 8397 » .= P 1/1 Re: Permit #16,502 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462.2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT 6 licensed as a( . Eontractar" Engineer/Architect (Please print name & circle license type) *FS468 ut ing Inspector *General, Building, Resldentfol arRoo/!ng Contractor or any Individual ceKl flCy underM F.S. to make Such on Inspection. On or about ! r2 �' /�� _ I did personally inspect the roof deck,nailina (Date) /� 0 work at: (, —qm Cl,'V ",� GF tle (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the Fbr(dP Existing Building Code Section 611 or the product approval submitted (whichever is most strigent).' f( Signature and Seal License # STATE OF FLO / COUNTY OF /G �.!�� Sworn toa ubsori ed eforemethis O!'1 day of 20[:� by / Who is peronally known tome or who has produced as ldentific do . Notary Public; Stat of Flo I Slgnature`dfZctary: Commission Number (Seal) En01/19/2011 „•::��ry, KAREN S. NIELSEN d�*�S Commitlsion N FF 119637 �• "'� My Commiaoion E•oiroa '�3y,/ow�� June 12, 201 B PERMIT# A �ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT )NTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: /� n p p State ofFloridaCertificationNumber (Irapplicsbie): ('rCl4a858c) c� - �-uGe 6e-g ce i t no Nh.Lmbing _ Inc have agreed to be the (Company Namellndividual Name) iP l urn loin Sub -contractor for (Type of T ade) 9 (Primary Contractor) For the project located It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Ruaineac Name: Jl , t I C IQ Re -cc, STATE OF FLORIDA, COUNTY OF O8106/2014 SIGNED BEFORE ME THIS WHO IS PERSONALLY KNOWN xz% JOYAUPPARD ' -.r r Comm scion# FF 124679 b Expires August 4, 2018 ��, 4Z� BatleEThuimlienl�v¢s B003aSr019 1 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations D vrismit �1&7 1SLI? BUILDING PERN14T SUTACONTRACTOR SUMMARY !l r—R will be using she following sub -contractors for the (Conipanyltodividual Name) / project located at / OL 6VA ` r "l i5 (Street addreas or Property Tax ID It is understood that it (here is nay chance of status regarding the participation of any of the sub."tttrWOM Iisted lbdim, I will immediak0y ad.ise the 8nilding and Zoning Deparuueut of St. Lucie County. Trade I Name of Company/Contractor St- Lucie County/ State of Florida License Number Electrical — I i r OMB �G7 fZiL U �3cd� z5F%S` Plumbing St, lace) Pemo Ci+fl'a 7' 0mI493580- 1 lu,m 6 t , she. IIVACI I&A 4i,km n.c 1$1soil Mechanical Roofing ► 7 l(DAL RW�? CCCJsas-scw- I Gas PERMIT f�� /g ISSUE DATE: WMBER: RcviQd47R4f1 4 ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St Lucie County Contractor Certification it`ateofFlorijdaCertification Number appti®MeZ 1 l�j/�J�,"�,'� i/ C'jm Ltgpc �+-� 'T�� l YTI t R�-�'S have agreed to be the (Company Name/Individual Name) 5JFLifiCAL- Sub -contractor for TREK 60WTI)LTIDN , (Type of Trade) (Primary Contractor) For the project located aty t `-V U MNPJ�F' f tv LT7 (Project Street Address or Property Tau ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) QUALIHUR (Name oftbe Individual shown on the Contractor's License) NOTARIZED SIGNATURES jA�RE REQUIRED 1' / Business Name: Hon Ezz_-mIC LLL Address: -7� Wcoy D City/State/Zip: email: fR"w i` 5w-yAmo,COY1 IN-` UMD �Y P. $TWEWS SICWUUE PRINT NAME DATE CJ STATE OF FLORIDA, COUNTY OF ) i 'bL G i 0 //�� ((°� THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 4" DAY OF V & % q/t— 20 i� BY v V �Cj�i�ibl / I r I of n�rC/YV WHO IS PERSONALLY KNOWN OR HAS PRODUCED A%SIDEN,T�MCATION. (STAMP) SIG A OF NOT Y UBLIC PRINT —NAME OF NOTARY PUBLIC SLCPDS: 08/06/2014 ..... ,m '' ., doyA UPPARD Coln %bslon# FF 124679 a e plies August 4, 2016 �R. °.� emCodibo Tmriin Ny,.�a�p�iS7019 PERMIT# /� @��, ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT )NTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: o(L4 1 Ua _ State of Florida Certification Number gfapplicabte} ( 4C— J f10- / S have agreed to be the tuompany ivamumaivumm ivame) l � Sub-contractorfor //e/�/wz,- C'cn ' r%V•� t '� (Type of Trade) �a (Primary Contractor) ONFor the project located at 0/E0yJ64 Alf€ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No. 004-00) QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED IT THE FOREGOING RV J ®se, PRODUCED AS IDENTIFICATION. SI&AURU OF NOTA44UBLJC PRINT OF NOTARY PUBLIC SLCPDS: 08/06/2014 ,girrr� JOYALIPPARD _.l Commission # FF 124679 Expires August4, 2016 ��q�- augeJihu Tigrenliuwvrs6l03fSIJ79 20 /.' OR HAS (STAMP) ,n�a�lj ISSUE DATE PERMIT# V s' PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division WELDING PERMIT SUB-CONTRACT/OR AGREEMENT St. Lucie County Contractor Certification Number. Z/I & fly State of Florida Certification Number(VappliwHe): y�.. have agreed to be the (Comp�i'Name ndividualNe) j Sub contractor for (Type of Trade) (Primary Contractor) For the project located at 016ho6z five. Street Address or Property Talc ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARRREQUIRED SLCPDS: OSIOU 2014 �` KAREN S. NIELSEN Commission q FF 115637 My Commiss o %d,',o.. June 72.2018 JOSEPH E. SMITH, CLF7rr,OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE.#) 4101054 OR 1: 3777 PAGE 1384, Recorded 08/12/20: 't 03:45 PM AFlreynma➢m(Lat,3ngNTa. (� EakullURRdfig, L iw. pry[, e n .11 r ad.. /6-M— V / O / NOTICE OF COMMENCEMENT J The undersigned hereby give, notice that improvenrat will be made m certain red property, and in accordance with Chapter 713, Florida ruraus the following information is provided in the Notice oreamme,cane t I. DESCRIPTION OF PROPERTY (Lad desorption and surest add.) TAX FOLIO NUMBERi//��! 2. GENERAL DESCRIPTION d. Name and sdd..f fro simple titleholder (if.dw than AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Prima within the StateafFlodda designated by Owner upon whom notices orother dotumm6 may be served as provided by Suction 713.13 (I)(s) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBED: S. In addition m him lfor hase140wner denigweet thefollowing to receive a copy of the Limot'c Nolitt as provided in Suction 713.13 (I)(b), Florida Statutes: NAME,ADDRFSS AND PHONE NUAIBEIL 9. E phation data mimnies ofe mmeseahmt (the apirstion data is I Yaar from the data afreording unless a different data is spe¢fied) _,20_ OmWs Aath.rlred Officer/Direuar/Partner)hbnager Stamaf Flarlda Cawty.f St L,Vc4'L Thefe(egoing isenymmt was eclmowldgd bef.m methis day of L7S VJ .20 Far y (Namfnf wbd,alfof svb inswment was aemmq Pez.nally known t� UL, 076 V1a+h unm� tupoD 4f i,, s ✓ P11l144�1EpEit4dg1 g •aaaDllPaVNwA�.4 (Printed�Nme.(NPubic)� belay Wf +, YM�iDV/NUID Under pe,eltim of perjury, I declart that 1 have read the foregoing and that the faun in it are true to the best of my hosmicsi, and belief(smAan 92525, Florida Stmuta} ///j Sigaatore(r) of Omer(,) or Owner(,)' Authorized ORver0hrrreector/Partaer/Manana�g�er svha signed above: wi/..lil'QlQ By a2)&.I LLB L/.7.�/YJ u.ovama�a (Igaelure) (Prin Name) STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECTi20flo ORIG AL. It JOSEP . S Date: THIS INSTRUMENT PREPARED BY A !RETURN TO: `v Stacy E. Consalvo SUPERIOR TITLE SERVICES, INC. 1600 South Federal Highway Fort Pierce, FL 3495 Property Appra rs Parcel I e k r tion (F91i Numbe 410 331 Space Above This L�re For THIS W Y DEED, the l y of Jul , 201 by Chri tin G. Mills, a single adult, he in c ed the Grantor, to Duane Lipp an ippa d, his ife ost o ice ad is 6 Oder Avenu rer 34982, hereinafter calle a Grantees* (Wherever used herein t e terms "Grantor" and ' ramee" include all the parties to this instrument and the heirs, legal representatives and assigns of indtviduals, and the successors and assigns of corporations) W I T N E S S E T H: That the Grantor, for and in consideration of the sum of TEN AND 00/1001S (S10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land situate in ST. LUCIE County, State of Florida, viz.: The North 1/2 of the North 1/2 of the North 1/2 of the SW 1/4 of the SW 1/4 of Section 10, Township 36 South, Range 40 East, situate, lying and being in St. Lucie County, Florida, less the West 33 feet thereof which is the right-of-way for Oleander Avenue. Subject to reservations, restrictions, easements and rights of way of record, provided however, this reference shall not operate tto pl e t pos TOGET2P- all the t eme ts, redi ents an pp enances rere o eon ' g or' an 'se pe ing. TO HAV* AID TO HOLD, the sarq'e in fee simple AND, the G for hereby covenants 'th s 'd Grantee that e G for ' lawfull se' of said land in fe sin le; that the Grantor has good t d lawful authc ' to Il convey sai and and her by lly warrants the title to said d d will defend the same gag ' the Ia of a I pe ns w er; that s ' and of all encumbran cep es accruing subsequent to mber31,20 IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: i W}i>Si - Witness#11PPrinted Name Wi #2 nS Q Witness # t ame STATE F RIDA COUN O ST. LUCIE The fore oing' tnurrpnt was aac r me or has�roda SEAL Christine G. Mills 910 Buckeye Drive, Fort Pierce, FL 34982 me thdsy/ -day o} July 20t3Christine G. Mills personally known to Printed Notary Name .A7/ael�' 40ft�F -"47i Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 6400 Oleander Ave City / State / Zip: Fort Pierce, FI 34982 Parcel#: 3410-331-0001-000/2 Zoning: RS-2 APPLICATION INFORMATION Permit Number: 1508-0187 r, REVIEW COMMENTS 1 Owner(s): Duane Lippard / Tracy Lippard Jurisdiction: SAINT LUCIE COUNTY Permit Type: BUILDING RESIDENTIAL RENOVATION Contractor Name: James D. Trefelner Business Name: Trefelner Construction Inc Business Addr: 1760 Copenhaver Rd City / State / Zip: Ft Pierce, FI 34945 REVIEWS AND COMMENTS Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 772-460-5247 Email: Trefelnerj@Bellsouth.Net Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Lashahna Ingram 8112/2015 Comment: NEEDS NOC 8/1212015 Comment: NEEDS SUB CONTRACTOR AGREEMENTS FOR HVAC, ROOFING, ELECTRICAL, & PLUMBING FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 8/1212015 8/1212015 8/12/2015 Comment: PE REVIEW COMMENTS (2) INCOMPLETE William Durden 9/912015 8122/2015 Comment: SEE CHAPTER 5 SECTION 505 OF THE 2014 EXISTING BUILDING CODE FIFTH EDITION. WORK EXCEEDS 50%OF THE AGGREGATE AREA. PLEASE SUBMIT PLANS FOR REVIEW. PLANS EXAMINER REVIEW COMPLETE William Durden 8/2212015 919/2015 9/9/2015 Comment: Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462.2172 Fax:(772)462.6M Address: 6400 Oleander Ave City / State / Zip: Fort Pierce, FI 34982 Parcel #: 3410-331-0001-00012 Zoning: RS-2 APPLICATION INFORMATION Permit Number: 1508-0187 REVIEW COMMENTS 1 Owner(s): Duane Lippard / Tracy Lippard Jurisdiction: SAINT LUCIE COUNTY Permit Type: BUILDING RESIDENTIAL RENOVATION Contractor Name: James D. Trefelner Business Name: Trefelner Construction Inc Business Addr: 1760 Copenhaver Rd City / State / Zip: Ft Pierce, FI 34945 REVIEWS AND COMMENTS Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 772-460-5247 Email: Trefelnerj@Bellsouth.Net Review Tvpe Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Lashahna Ingram , 8/12/2015 Comment: NEEDS NOC 8/12/2015 Comment: NEEDS SUB CONTRACTOR AGREEMENTS FOR HVAC, ROOFING, ELECTRICAL, & PLUMBING FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 8/1212015 8112/2015 8/1212016 Comment: PLANS EXAMINER REVIEW 8/22/2015 Comment: Comment: 8/22I2015 Comment: 8/2212015 INCOMPLETE William Durden 812212015 PLEASE SUBMIT PLANS FOR REVIEW. • PLEASE FURNISH ENEGRY CALULATIONS AND MANUAL J IN ACCORDANCE WITH SECTIONS 402 AND 403 OF THE 2010 FLORIDA ENEGRY CODE. NOTE ONLY; ENERGIES MUST HAVE ORIGINAL SIGNATURE OF PREPARER • PLEASE SUBMIT THE ENERGY PERFOMANCE SHEETS OR SUBMIT A THE NFRC FENSTRATION MANUFACTURE CERTIFICATE FOR THE U-FACTOR AND THE SHGC SHOWING COMPLIANCE WITH CHAPTER 4 SECTION 402.1.1 OF THE 2014 ENERGY CODE FIFTH EDITION. s , F it R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: DUANE LIPPARD Builder Name: Street: 6400 OLEANDER AVE. Permit Office: L/ 8 Zip: FT. PIERCE, FL, Permit ST. VN91 0 JJurisdiction:ber. Ownefate, LUCiF3 R PWC DjVjSION Design Location: FL, FortPierce REVIE11,E1) FOR COMPLLINCE REi'IEWED /3� 1. New construction or existing Existing (Projecte Area 9. Wall Types (r D PE 2. Single familyor multiple familySingle-familya. Frame -WOW, T t33S44BE;Q@ �+ JOB b. N/A 'mPECTION QALL BE D1aDE, ft'' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types (2415.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 2416.00 ft2 6. Conditioned floor area above grade (ft2) 2415 b. N/A R= fF Conditioned floor area below grade (ft') 0 c. N/A R= fF 11. Ducts R ft' 7. Windows(419.7 sgft.) Description Area a. Sup: UNIT 1, Ret: UNIT 1, AH: UNIT 1 6 125 a. U-Factor: Sgl, U=0.28 419.67 ft' b. Sup: UNIT 2, Ret: UNIT 2, AH: UNIT 2 6 125 SHGC: SHGC=0.21 c. Sup: UNIT 3, Ret: UNIT 3, AH: UNIT 3 6 125 b. U-Factor: WA 112 12. Cooling systems kBtumr Efficiency SHGC: a. Central Unit 19.5 SEER:16.00 b. Central Unit 19.5 SEER:16.00 c. U-Factor. N/A ft' c. Central Unit 19.5 SEER:16.00 SHGC: 13. Heating systems kBtulhr Efficiency d. U-Factor: N/A IF a. Electric Strip Heat 17.0 COP:1.00 SHGC: b. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. c. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average SHGC: 0.210 14. Hot water sysWMSE PLANS AND ALL PRga9-%%Qa%QRK Electric 8. Floor Types (2415.0 sgft.) Insulation Area a. T;_ ARE SUBJECT TO ANY CORREO a. Raised Floor R=19.0 2415.00 ft2 b. N/A R= ft' INS b. onservatio N MED BY FIELD INSPECTORS THAT c. N/A R= ft' None 15. Credits :� MAY BE NECESSARY IN ORDER T s ;: _ Total Proposed Modified Loads: 71.87 `"'•......• l� ODES; . Glass/Floor Area: 0.174 A - Total Baseline Loads: 74.11 I hereby certify that the plans and specifications covered by Review of the plans and THE Sr4i, this calculation are in compliance with the Florida Energy specifications covered by this 10� _ -' sle'o Code. calculation indicates compliance oj�r,,, °=?,,.•',o +r ..'•€ �O� with the Florida Energy Code. >~ rrn„" y'•'pP„ PREPAR B - Before construction is completed c� DATE: this building will be inspected for 0" compliance with Section 553.908 I hereby certify that this building, as d signed, is in compliance Florida Statutes. rt c �yC with the Florida Energy de� OD W8 OWNER/AG N BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -seated in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. �rtt1flpp�r��t1 11 1111 ��qq��pp''''uupp�� UDUJ7a 7� 9�1r1Y0NW S1N3WH�nll dO ISN �d � Q31tl3�N�J� E � n 9/1312015 11:04 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: DUANE LIPPARD Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 2415 Lot# Owner: Total Stories: 2 Block/SubDMsion: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 6400 OLEANDER AVE. Permit Office: Cross Ventilation: No County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: No City, State, Zip: FT. PIERCE, Family Type: Single-family FL, New/Eristing: Ebsting (Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST_LUCIE CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 642 5136 2 Block2 813 6504 3 Block3 960 7680 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 UNIT 1 642 6136 Yes 2 1 Yes Yes Yes 2 UNIT 813 6504 No 2 0 1 Yes Yes Yes 3 UNIT 3 960 7680 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor UNIT 1 -- — 642 fF 19 1 0 0 2 Raised Floor UNIT — — 813 ft' 19 1 0 0 3 Raised Floor UNIT 3 — — 960 ft' 19 1 0 0 ROOF / Roof Gable Roof Solar SA Emilt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 2621 ft' 0 ft' Light 0.6 No 0.9 No 20 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2420 ft' N N 9/13/2015 11:04 AM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Softwa"� E CapyPage 2 of 6 3 o 0 0 0 0 0 0 0 0 0 0 o c 'c v v v v v v v v v v v v v p m N O O O. O O O O O O O O O O Z Z Z Z Z Z Z Z Z Z Z Z Z T 9 9 9 A m m m m m m m m m m m N H o 0 0 N N W N Ul N N N N N N N N 2 a O ? (n O O O O O O O G C O O G C C C C C C C C C C C m m m 9 ,0C ,oC ,oC El° o 0 0 0 0 0 0 0 0 0 0 o C v N A N IO 10 N A 2 2 A 2 LO LLIL m m m rn NO O O O O O O O O O O O G '0 C C C C ,°s C C G C C C C C m NM a C C C C C C C C C C C O O O !j o M M M M M M M M M M M M M E �� P9� E L- �� W- � LL M M M j G G c c c c C C C C c C C C LL O O O O O O O O O O o O O a O O O O O O O O O O O O O n m N 1O 0 O m N n O C C C v C v C C v C C N N' N N ONi N 0NI N N N N N N N N N N N N N N N N N N N N N 0 m pC 74 L yy 0 0 0 t� 0 0 0 0 0 0 0 0 0 bw aD tV O m O I` N E }q v }9 y H ° F 2 N 2 o (g g n a n a m v m m v m �} c Iv U U Z o 0 0 0 C G o 0 0 o J y N 0 0 0 o U' LL N O N O N O N C N Ci N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 FN ow F F t g H H t f tH F F F F F F' v N N N U v N N w w 0 yy yy 0 0 0 N 0 N Z Z Z a Z Z Z Z Z Z Z Z Z Z Z Z F c d } d } d } d } v } °' } N } W } } } } } } ] O ] N ] ] ] O O ] O O O 7 ,� Z co j N .G O 0 m 01 a 5 w E ow S a 5 of c w c w e w e of c rn c a c of e rn G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 o � y 0 y N tq tN fA N N fJ1 f%1 N 05 00 01 fJ1 ga 'm 96 0 0 0 0 0 0 0 0 0 0 0 o F. LL w w w w w w w w w w w w w d >>� 3 3 3 3 3 3 3 3 3 3 3 3 3 C C C v v v v v v v v v v v v v O ❑ b C f° C N C O J O J O J O J O J O J O J O J O J O J O J O J O J v v E E E E E E E E E E E E v v? =0m m m m m@ m m m m E m v W 9 0 9 v C�Cy .0 C�C�C�cppcc C c O W N W' m m n m m N M m Ol p m LL1 N N Z W >j Z N N 3 Z W co O€ # N M N 3 Z W co 3 Z W N 3 Z W # N M 'I NI MI vl ml ml rl ml ml of 'I 'I m FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1610 88.39 166.22 .2284 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 2 3 Electric Strip Heat Electric Strip Heat Electric Strip Heat None None None COPA 17 kBtulhr COPA 17 kBtuRu COPA 17 kBtu/hr 1 2 3 sys#1 sys#2 sys#3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 3 Central Unit Central Unit Central Unit None None None SEER: 16 19.5 kBtumr 585 cfm 0.8 SEER: 16 19.5 kBtulhr 585 cfm 0.8 SEER: 16 19.5 kBtu1hr 585 cfm 0.8 1 2 3 sys#1 sys#2 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None UNIT 1 0.97 30 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS / V # — Supply — Location R-Value Area — Return — Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 2 3 UNIT 1 6 125 fN UNIT 2 6 125 ft' UNIT 3 6 125 ft' UNIT 1 UNIT 2 UNIT 3 20 fF Default Leakage UNIT 1 (Default) (Default) 30 ft2 Default Leakage UNIT 2 (Default) (Default) 25 ft' Default Leakage UNIT 3 (Default) (Default) 1 1 2 2 3 3 911312015 11:04 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programablje Fans: CA jjermostart: HNov eating [X] Jan �JN Feb x Mar ]] reiling May JMY un Julr[X]�jDC Jul Aug ] r W Oct [jX�] Dec H Venting [[ 11 Jan [ I Feb L l X Mar L�l lnl Apr [ LXI Jun LX� [ ] Aug [ Sep [X) N v Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM fib 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 911312015 11:04 AM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM 5405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 6400 OLEANDER AVE., FT. PIERCE, FL, 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=11.0 2864.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Roof Deck (Unvented) R=20.0 2415.00 112 6. Conditioned floor area (ft2) 2415 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=0.28 419.67 ft' 11. Ducts a. Sup: UNIT 1, Ret: UNIT 1, AH: UNIT 1 R IF 6 125 SHGC: SHGC=0.21 b. Sup: UNIT 2, Ret: UNIT 2, AH: UNIT 2 6 125 b. U-Factor: N/A ft2 c. Sup: UNIT 3, Ret: UNIT 3, AH: UNIT 3 6 125 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: WA ft2 a. Central Unit 19.5 SEER:16.00 SHGC: b. Central Unit 19.5 SEER:16.00 d. U-Factor: N/A ft2 c. Central Unit 19.5 SEER:16.00 SHGC: 13. Heating systems kBWMr Efficiency a. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 2,000 ft. b. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average SHGC: 0.210 c. Electric Strip Heat 17.0 COPA.00 8. Floor Types Insulation Area 14. Hot water systems Cap: 30 gallons a. Raised Floor R=19.0 2415.00 ft- a. Electric EF: 0.97 b. NIA R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits CF I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed CodAcompliantVatures. Builder Signature: 1 �%Z Date: g 1 7r 5 Address of New Hoa.. 4 otc-OPM Aj : City/FL Zip: pj-,?TERci FZ sy9y 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/13/2015 11:05 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 RE COPY ' FORM2R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: DUANE LIPPARD Builder Name: Street: 6400 OLEANDER AVE. Permit Office: City, State, Zip: FT. PIERCE, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow Cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be airtight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air boner shall be installed on fireplace walls. Fireplaces shallh' ve C gasketed doors I I 9/13/2015 11:05 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software ° g 15� L/ vEPagp 1 of 1 +wrightsoft• Project Summary Date: AHU 3 By: QUICK CALCS, INC. 317 ST. LUCIE LN., F7 PIERCE, FL34946 Phone: 772-4666799 Fax 772-4668796 Email: OUICKOILCS@PDL.COM ` -- ` _ ` - ' Project Information " For. DUANE LIPPARD 6400OLEANDER AVE., FT. PIERCE, FL Notes: Weather. Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8531 Btuh Structure 11274 Btuh Ducts 3028 Btuh Ducts 2312 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11559 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 12907 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 928 Btuh Ducts 1286 Stuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (W) 960 960 Equipment latent load 2214 Stuh Volume (W) 7720 7720 Airchanges/hour 0.35 0.17 Equipment total load 15121 Btuh Equiv. AVF (cfm) 44 22 Req. total Capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER Model Cond CA16NA018"`•A AHRI ref Coil FX4DNF025L AHRI ref 7019418 Efficiency 100 EFF Efficiency 13.5 EER, 16 SEER Heating input 3.3 kW Sensible cooling 13650 Btuh Heating output 11257 Btuh Latent cooling 5850 Btuh Temperature rise 16 OF Total cooling 19500 Btuh Actual airflow 650 cfm Actual airflow 650 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. pppp��a��--nnn 2o15.S l n:709-n:12 Wrl htSofi' r' 9 RiLIPPARe®UANE.r �.1.� C:\UsarslOuidr Calcs\DoameMsLLIPPArm, Q1ANE.rup Cale=MJB Front morfaos Cale MJ R Front D N E U 3 �1{y/y p pW�Y�p 1 EI O � T 7 � m N t O1 'J E3 000000000000000000000;:00000 i 0001a p Q S U 00M0000000000000.000001m000(QO - N m�0 000n o U o m 1Y W Z v SY S J 0 X Z w O O N O O O O O O O O O O O O O O O O O O W O o o m o O N •- tC N m x z Z O O � C o0 N O O O O O O 00 O O O O O O O 00 O m O O O(fpp O lV N �2 y O o 0 0 0 0 m o 0 0 0 0 o� 0a o N 0 0 N O �� 0 o Yll OO1I ff�01 P � O q ¢ jb= O O O D r '�Fjlj S � U a a� O'O 0 0 N 0 0 2 0 0 0 0 0 0�§ O N O O g o 00 r§ O N go Q 0 0012 012 P �o (p O OIn O O N O O lO 0 0 0 0 o O Nl 0 0 0 0& O O 9 Na 0 Yl CC m a ffOO. x o N E NN. m g o yyC( C'; t0 �'J 88d388m88�i8888S8mb48Too—OR000 8 00�00�00�0000oo��om,�'6d�d�000 U _� gg 8igg�g$�gg8ggg��g�gg�g��g. �. oo�00000�0000000�o�oo�o�io�o _ qq V� O` ppppmmmm mm pp pp $$ 2222$$ m(¢¢Npp��n1NnN WpOON��mmbpp NSS�WpmmE��SSE �_ SSE pyp��pyp��pmmp�� (mpC ppC �Cptt�p SSCnIC pm�G{mOp SSN SSN SSN ^^N O VOQ�Q xS�00Ni�Y mITOI V MON�W VO W WOOW �"1 m� 0000000.0 o.=�oa0000�000000000 g D y�3p�� Oi 0000 000� OOW� �I .-'•-_�-I`-I' N_ C� of E 0 aN 0 o g UE 2 E E� � s� � I 1 �E E 88 Aa¢U3o yiJ1J 3JISJ�_�ILJ�I_�IL�JI J�JI U LL LL _ u�i 19a N t0 V N tp tm N Ci C Yf Wrightsofr Right -A) Worksheet Job: AHU 1 Date: sy: QUICK CALLS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-1666796 Email: QUIQ<GA LCS@AOL.COM 1 Room name FLORIDAROOM OFFICE 2 Exposed well 42.0 ft 29.0 It 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 26.0 x 8.0 ft 8.0 x 21.0 It 5 Roam area 208.0 ft' 168.0 fC Ty Constriction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft-F) (6tuh/fl2) or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) Heat I Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12E-0sw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 �G 4A5-20v 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 no 1.90 1.35 64 43 82 58 0 0 0 0 1Afitov 0.900 re 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ov 0.470 ne 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 ne 10.92 11.31 21 21 229 238 0 0 0 0 IN - 12E-0sw 0.068 6 0.00 0.00 0 0 0 0 0 0 0 0 LG 4A5-2ov 0.470 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 so 1.90 1.35 0 0 0 0 64 43 82 58 1Aclom 1.270 se 0.00 0.00 0 0 0 0 0 0 0 0 1Aclom 1.270 se 0.00 0.00 0 0 0 0 0 0 0 0 1A-h1ov 0.900 se 0.00 0.00 0 0 0 0 0 0 0 0 1A-h1ov 0.900 se 0.00 0.00 0 0 0 0 0 0 0 0 tA-hlov 0.900 se 0.00 0.00 0 0 0 0 0 0 0 0 4AS2ov 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 se 10.92 11.31 0 0 0 0 21 21 229 238 12E4)sw 0.06B sw 1;90 1.00 64 52 99 70 160 132 251 170 1.270 sw 000 0 0 0 0 0 0 0 1Actom to-htav 0.900 sw 2520 9.48 40.00 12 0 300 590 6 36 0 900 1780 1Afi1ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2bv- 0.470 sw 0.00 0.00 , 0 0 0 0 0 0 0 0 1�! 12E-0sw 0.068 rrx 1.90 1.35 208 136 259 184 0 0 0 0 1A-hlov 0.9w my 0.00 0.00 0 0 0 0 0 0 0 0 ��CC lA-hlov 0.900 my 25.20 25.49 72 0 1814 1835 0 0 0 0 c 16x19-19md 0.049 - 0.79 0.74. 172 172 135 127 168 168 132 124 F 19A-19bstp 0.049 - 1.08 0.58 208 2D8 224 120 168 -0 168 181 97 'F 22A-tPl 0.989 - 0.00 0.00 '0 0 0 0 0 0 0 6 c)AED ex;ursicn 1152 668 Erwelope loss/gain 3145 4378 1782 3144 12 a) Infiltration 416 ill 287 77 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 35B1 4489 20M 3221 Less a#emal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3561 4489 zwo 3221 15 Duct loads 40% 18% 14M 811 40% 18% &0 582 Tohal room load 4994 1 53M 2903 3803 Air required (cfm) 368 272 214 195 WrlghtSaftC RlghtSu@e4D Universal 2015 15.0.1g RSU08101 CCCA C:\Uwm\Quldc Calm\Documents\LIPPAIO, QJANE.mp Cale-M.18 Front lborfams: N 2015Sep-13 11:09:12 00 e2 • wrightsoft, AU 2 ® Worksheet Job: Date: QUICK CALCS, INC. By: 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-4666799 Fax 772-4666796 email: QUIO(CALCS@AOL.COM 1 Room name AHU 2 KITCHEN 2 Etposed wall 98.8 ft 29.8 ft 3 Room height 8.0 ft d 8.0 ft heaticool 4 5 Room dimensions Room area 813.0 ft' 1.0 x 2STO ft 257.0 fP Ty QOnet=tien U-value Or HTM Area (fP) Load Area (ft2) Load number (BtuhtWF) (Btuh/ft2) or perimeter (ft) (6tuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gress NIP/S Heat Cool 8 12E4)sw 0.068 n 1.90 1.35 11 6 11 B 11 6 11 8 L--G 4AS-2ov 0.470 n 13.16 13.55 6 0 75 77 6 0 75' 77 12E-Osw 0.068 re 1.90 1.35 200 159 302 216 96 76 144 102 1A-h1ov 0.900 re 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ov 0.470 re 13.16 28.29 20 0 288 577 20 0 268 577 11DO 0.390 re 10.92 11.31 21 21 229 23B 0 0 0 0 TW 12E-Osw 0.068 a 1.90 1.35 11 6 11 8 11 6 11 8 --G4A5-2ov 0.470, a 13.16 36.84 6 0 75 209 6 0 75 209 12E-Osw 0.068 se 1.90 1.35 272 215 409 291 56 41 78 55 1Aclom 1.270 se 0.00 0.00 0 0 0 0 0 0 0 0 1Aotom 1.270 se 0.00 0.00 0 0 0 0 0 0 0 0 1Afi1ov 0.900 se 25.20 49.48 27 0 680 1336 0 0 0 0 1A4t1ov 0.900 se 25.20 49.48 15 0 378 742 15 0 378 742 1A4t1ov 0.900 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 se 13.16 25.50 15 0 197 428 0 0 0 0 11DO 0.390 se 0.00 0.00 0 0 0 0 0 0 0 0 IQJ 1A-clomOsw sw 1.00 1.90 1,35 1.00 160 140 278 6 196 0 0 0 0 1Aotam 1.068 1.270 sw 0 0 0 0 0 0 0 IFFL---�GCC` 1A-h1ov 0.900 sw 0.00 0.00 0 0 0 0 0 0 0 0 1A411ov 0.900 sw 0.00 0.00 01 0 0 0 0 0 -0 0 4P&2ov 0.470 sw 13.16 28.50 15 0 197 428 0 0 0 0 W , 12E-Osw 0.068 my 1.90 1.35 120 105 200 142 64 49 93 66 �L---GG 1A-h1ov 0.900 rnv 25.20 49.12 15 0 378 737 15 0 378 737 1A-hlov 0.900 rnv 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-19md 0.049 - 0.79 0.74 197 167 131 123 7 7 6 5 F 19A-19bstp 0.049 - 1.08 0.58 813 813 874 468 257 257 276 148 F 2?A-tpl 0.989 - 0.00 0.00 0 0 0 0 0 - 0 0 0 6 c) AED excursion 237 -118 Envelope loss/gain 4692 6458 1792 2617 12 a) Infiltration 959 257 295 79 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 2 460 0 0 Appliances/other 2000 0 Subtotal (lines 6 to 13) 5651 9175 2038 2696 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 339 174 14 Subtotal 5651 9175 2427 2870 15 Duct loads 491% 23% 2779 2126 49% 230A 1193 665 Total mom load 8430 11301 3620 3535 Pinrequired(cfm) 650 650 r7a2 i:: 279 203 Calculations aooroved bvACCAto meet all requirements of Manual J 8th 120 L7 GUPY weight a":' RlghtSulte® Universal 201515.0.19 RSLb8101 C:1Uwm\Quid<Calm\Dowments\LIPPAf4), t7JANE.rup Calc=M.18 Front Door faons N 2015Sep-13 11:09:12 Page 3 o 1d03�� O o J D W = 4 J y0 Si �c 2 Mp�gg ppp pop �o�qq 5o�QQ Spp�o5oQ Soq �0000Oor.�ry�r-.�QQOOQoQ yoo 5P�Q QoQOQo Ym �v ,} Yd To 20 2525 x6 �2525��372S oxS i5 o25 Xi�� S$oS2i4mSSS`8S'w S99SSi4 m'S`nim $`8'm.S L5 � �~ � O D N O O N N 0 0 0 0 0 0 0 0 0 0 0 0 m 0 ON 0 O+ O O S O O N Z q x w ...' 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Scale: 1 : 74 Page 1 317 ST. LUCIE LN. RighffSui n' r FT. PIERCE, FL 34946 1 b. S 0 0 Phone:772 466 6799 Fax:772 466-6796 ics�OI 10 s QUICKCALCS AOL.COM �� Y.1 Job #: Performed for. DUANE LIPPARD 6400 OLEANDER AVE. FT. PIERCE, FL QUICK CALCS, INC. 317 ST. LUCIE LN. FT PIERCE, FL34946 Phone:772-466-6799 Fax:772-466-6796 QU IC KCALCS@AOL.COM 2015-Sep-02 11:26:58 ,ommenlslLIPPARD, DUANE.. 1 .1 - -,i, Sales Agreement This agreement is between Distributor and Customer Imp Io ;hip To# A02763 I M BUILDING SUPPLY 12050 SE SHELL AVENUE iOBE SOUND, FL 33455-3404 'hone# Fax# (772) 545-0709 Line # 0001 (1.00) SH5500 VIN 18.125X37.3 L1G,CL,ARG IGBG,1V1H11 1HNDL Location: (2.00) 012290-1 Item Description SINGLE HUNG 5500 (..13.STD.1-318" Nall F !PM. (,Job Name:Tree iJoress: 1 Quote # 212668 Quote Data. 08131=15 Customer Phone# Fax# Certification Type: AAMAA440 Frame Type: 1.375FIN Window Style: STD Sae Code: 13.0000 Actual Sae: 18118 X 37 318 Wood Frame: 18 318 X 37 518 Frame Color. White Glass Family. Laminated Insulating Intedayer Type: PVB090 Glass Color. CLEAR , Privacy Glass: NONE Grid Type: 9116" FLAT GRIDBETWEEN GLASS Grid Location: UNIT Summary Bottom: 2A21) LITES (1V1H BARS) Vent Latch: N PosiliveDesignPressure: 50.0000 PANumber. FL 1435 CondensationResistance: 56.0000 SolarHeatGainCoeff 0.1900 VTCOG: 0.6300 SINGLE HUNG 5500 3,STD,1-W8" Nail FIn,W,EQUAL,7/8 Line Pricing List Price Sell Price i Ext Price $386.00 1 $219.38 $219.38 Package Selection: NONE Vent Configuration: EQUAL Sae Selection: COMMODITY Sae Ref. ACTUAL Rough Masonry: 19 718 X 38 3/8 Egress: 13 718 X 14 011 (1.352 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" LIG (118 AN - 7116 ARG -5116 AN/AN Argon Gas: ARGON Low E ENERGY SHIELD MAX Glass Spacer Type: DS Grid Style: STD Summary Top: 2A2D LITES (1 V1 H BARS) Screen Type: 1816 Charcoal Comfort Lift Y NegativeDesignPressure: 50.0000 EnergyStar. 1234.0000 UF: 0.2900 VT*. 0.4300 List Price 1 Sell Price Firt Price $589.00 $334.77 $1,004.31 I Quote # 212668 Print Date 8/31/20 5 Page 1 of 5 � CUM Lartiticetion Type: AAMAA4 9 Frame Type:1.375FIN Window Style: STD Size Code: 23.0000 Actual Size: 36 X 37 318 Wood Frame: 36 114 X 37 518 Frame Color. While Glass Family Laminated Insulating Intedayer Type: PVB090 Glass Color. CLEAR Privacy Glass: NONE Gdd Type: 9/16" FLAT GRIDBETWEEN GLASS Grid Location: UNIT Summary Bottom: 3A2D LITES (2V1H BARS) Vent Latch. N PositiveDesignPressure: 50.0000 PANumber. FL 1435 CondensationResistance: 56.0000 SolarHeatGainCoeff. 0.1900 VTCOG: 0.6300 Location: Package Selection: NONE Vent Configuration: EQUAL Sae Selection: COMMODITY Sae Ref. ACTUAL Rough Masonry. 37 3/4 X 38 318 Egress: 31 314 X 14 till (3.094 SQFT) Does unit need to meet Turtle Code: NO Glass: 718" UG (1/8 AN - 7/16 ARG -5/16 AWAN Argon Gas: ARGON Low E. ENERGY SHIELD MAX Glass Spacer Type: DS Grid Style: STD Summary Top: 3A2D LITES (2V1H BARS) Screen Type: 1816 Charcoal Comfort Lift: Y NegativeDesignPressure: 50.0000 EnergyStar. 1234.0000 UR 0.2900 Vr: 0.4300 0003 3.00 SH5500 VINYL SINGLE HUNG 5500 Ordered: List Price Sell Price ( ) 36X49.625X.,24,STD,1-3/8" Nail Fn,W,EQUAL,7/8 10.00 $717.00 $407.52 $4,O775&.20 1816K,Dnaseal,CMFRT LFT Certification Type: AAMAA440 Frame Type: 1.375FIN Wndow Style: STD Sae Code: 24.0000 Actual Sae: 36 X 49 518 Wood Frame: 361/4 X 49 718 Frame Color. While Glass Family. Laminated Insulating IntedayerType: PVB090 Glass Color. CLEAR Privacy Glass: NONE Grid Type: 9/16" FLAT GRIDBETWFEN GLASS Gdd Location: UNIT Summary Bottom: 3A2D UTES (2V1H BARS) Vent Latch: N PositiveDesignPressure: 50.0000 PANumber. FL 1435 CondensationResistance: 56.0000 SolarHeatGainCoefr.. 0.1900 VTCOG: 0.6300 Package Selection: NONE Vent Configuration: EQUAL Size Selection: COMMODITY Sae Ref. ACTUAL Rough Masonry. 37 314 X 50 518 Egress: 31 3/4 X 20 118 (4.444 SOFT) Does unit need to meet Turtle Code: NO Glass: 71W LIG (118 AN - 7116 ARG -5/16 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Glass Spacer Type: DS Grid Style: STD Summary Top: 3A2D LITES (2V1H BARS) Screen Type: 1816 Charcoal ComfortLift: Y NegativeDesignPressure: 50.0000 EnergyStar. 1234.0000 UF: 02900 VT: 0.4300 0004 (4.00) SH5500 VINYL SINGLE HUNG 5500 " Ordered: List Price sell Price Price 36.X62X.,25,STD,1-318" Nail Fm,W,EQUAL,7/8 14.00 $841.00 $477.99 ; $6 691. 1L LFT Quote # 212668 Print Date 8/31/2015 !", n ` % r� Certification Type: AAMAA440 Frame Type: 1.375FIN Window Style: STD Size Cade: 25.0000 Actual Size: 36 X 62 Wood Frame: 36 114 X 62 114 Frame Color. White Glass Family. Laminated Insulating Intedayer Type: PVB090 Glass Color. CLEAR Privacy Glass: NONE Grid Type: 9/16" FLAT GRIDBEfWEEN GLASS Grid Location: UNIT Summary Bottom: 3A2D LITES (2V1H BARS) Vent Latch: N PositiveDesignPressun:: 50.0000 PANumber. FL 1435 CondensationResistance: 56.0000 SolarHeatGainCoeff.. 0.1900 VTCOG: 0.6300 Package Selecriom NONE Vent Configuration: EQUAL Size Selection: COMMODITY Size Ref: ACTUAL Rough Masonry: 37 3M X 63 Egress: 31 314 X 26 318 (5.808 SOFT) Does unit need to meet Turtle Code: NO Glass: 7/8" LIG (1/8 AN - 7116 ARG 5116 AWAN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Glass Spacer Type: DS Grid Style: STD Summary Top: 3A2D LITES (2V1 H BARS) Screen Type: 1816 Charcoal Comfort Lift Y NegativeDesignPressure: 50.0000 EnergyStar. 1234.0000 UF: 0.2900 Vr:0.4300 it _' ' 1 ,t ti , ., 0005�(5.00)SH5500;�NYL SINGLE HUNG 5500 Ordered: Lest PneeSell Price375X 33,STD,1-31 Nail FmWEQUAL,7/8 1.00 $780.00 ,Y"- $443.32 $443.32 G,SB 70XL,9/16" I Certification Type: AAMAA440 Frame Type: 1.375FIN Window Style: STD Size Code: 33.0000 Actual Size: 52 1/8 X 37 318 Wood Frame: 52 318 X 37 518 Frame Color. White Glass Famity: Laminated Insulating Intedayer Type: PVB090 Glass Color. CLEAR Privacy Glass: NONE Grid Type: 9116" FLAT GRIDBETWEEN GLASS Grid Location: UNIT Summary Bottom: 4A2D LITES (3V1 H BARS) Vent Latch: N PositiveDesignPressure: 50.0000 PANumber. FL 1435 CondensationResistance: 56.0000 SolarHeatGainCoefF. 0.1900 VTCOG: 0.6300 Package Selection: NONE Vent Configuration: EQUAL Size Selection: COMMODITY Size Ref. ACTUAL Rough Masonry. 53 718 X 38 318 Egress: 47 718 X 14 0/1 (4.665 SQFT) Does unit need to meet Turtle Code: NO Glass: 71W LIG (118 AN -7116 ARG 5/16 AN/AN Argon Gas: ARGON Low E ENERGY SHIELD MAX Glass Spacer Type: DS Grid Style: STD Summary Top: 4A2D LITES (3V1 H BARS) Screen Type: 1816 Charcoal Comfort Lift: Y NegativeDesignPressure: 50.0000 FrnrgyStar. 1234.0000 UF: 02900 VT. 0.4300 0006(6.00) ` 1SH5500 VINYL SINGLE HUNG 5500 Ordered: k List Prim �. Sell Price f Ext Price 25 5X49 625X H34,STD,1-3/8 Nail 1.00 $566.00 $321.70 $321.70 Fin HYBRID W,EQUAL,7/8 LIG CL,ARG,SB I 70XL,9/16" GBG,iV1H/1V1H,AUT0,1816K,Duraseal,CMFRT LIFT Quote# 212668 Print Date 8/31/2015 Page 3 of 5 FILE COPY (7.00) Location: Certification Type: AAMAA440 Frame Type: 1.375FIN Window Style: STD Size Code: H34 Actual Size: 251/2 X 49 518 Wood Frame: 25 314 X 49 718 Frame Color: White Glass Family: Laminated Insulating Intedayer Type: PVB090 Glass Color. CLEAR Privacy Glass: NONE Grid Type: 9/16" FLAT GRIDBETWEEN GLASS Grid Location: UNIT Summary Bottom: 2A2D LITES (1V1H BARS) Vent Latch: N Left: Y Top: N PositiveDesignPressure: 60.0000 PANumber. FL 1435 CondensationResislance: 56.0000 SolarHeatGainCoeff: 0.1900 VTCOG: 0.6300 VINYL SINGLE HUNG 5500 .625X.,H34,STD,1-W Nail RID,W,EQUAL,7/8 UG,CL,ARG,SB 1VIHNVIH,AUT0,1816K,Duraseal,CMFRT LIFT Certification Type: AAMAA440 Frame Type: 1.375FIN Window Style: STD Sae Cade: H34 Actual Sae: 2512 X 49 5/8 Wood Frame: 25 314 X 49 7/8 Frame Color. White Glass Famiy. Laminated Insulating Intedayer Type: PVB090 Glass Color. CLEAR Privacy Glass: NONE Grid Type: 9/16" FLAT GRIDBETWEEN GLASS Grid Location: UNIT Summary Bottom: 2A213 LITES (1 V1 H BARS) Vent Latch: N Left: N Top: N PositiveDesignPressure: 50.0000 PANumber. FL 1435 CondensationResistance: 56.0000 SolarHeatGainCoeff. 0.1900 ViCOG: 0.6300 Package Selection: NONE Vent Configuration: EQUAL Sae Selection COMMODITY Size Ref. ACTUAL Rough Masonry. 27 1/4 X 50 518 Egress: 21 114 X 20 1/8 (2.974 SQFT) Does unit need to meet Turtle Cade: NO Glass: 718" LIG (1/8 AN - 7/16 ARG -5/16 ANIAN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Glass Spacer Type: DS Grid Style: STD Summary Top: 2A2D LITES (1 V1 H BARS) Screen Type: 1816 Charcoal Comfort Lift Y Right N Bkn: N NegaltveDesignPressure: 50.0000 EnergyStar. 1234.0000 UF: 02900 VT:. OA300 List Price Sell Price Ext Price $566.00 1 $321.70 1 $321.70 Package Selection: NONE Vent Configuration: EQUAL Sae Selection: COMMODITY Sae Ref ACTUAL Rough Masonry., 271/4 X 50 518 Egress: 21 1/4 X 20 1/8 (2.974 SOFA Does unit need to meet Turtle Code: NO Glass: 718" LIG (118 AN - 7116 ARG -WI6 AN/AN Argon Gas: ARGON Low E: ENERGY SHIELD MAX Glass Spacer Type: DS Grid Style: STD Summary Top: 2A213 UTES (1 V1 H BARS) Screen Type: 1816 Charcoal Comfort Lilt Y Right Y Btm: N NegativeDesignPressure: 50.0000 EnergyStar. 1234.0000 UF: 02900 VP 0.4300 0008(8.00) SH5500 VINYL SINGLE HUNG 5500 Ordered List Price Sell Price ,255X49625XH34,STD,1-3/8 Nail 2.00 $581.00 $33022 $6 On44 I Fin,HYBRID,W,EQUAL,7/8 UG,CL ARG,SB 1 VlFYl VI HAUT0,1816K,Dumseal,CMFRT LIFT Quote # Print Date Page 4 of 5 212668 8/31 2 �1`$ E �� Certification Type: AAMAA440 ONE Frame Type: 1.375FIN Vent Configuration: EQUAL Window Style: STD Size Selection: COMMODITY j Size Code: H34 Size Ref: ACTUAL Actual Size: 25112 X 49 518 Rough Masonry. 27 114 X 50 5/8 Wood Frame: 25 314 X 49 718 Egress: 21 114 X 20118 (2.974 SQFT) Frame Color. White Does unit need to meet Turtle Code: NO Glass Family: laminated Insulating Glass: 7/8" LIG (118 AN - 7/16 ARG -5/16 AWAN Interlayer Type: PVB090 Argon Gas: ARGON } Glass Color. CLEAR Low E-. ENERGY SHIELD MAX Privacy Glass: NONE Glass Spacer Type: DS Type: 9116' FLAT GRIDBETWEEN GLASS Grid Style: STD }Grid Grid Location: UNIT Summary Top: 2A2D LITES (1V1H BARS) ! Summary Bottom: 2A2D LITES (1V1H BARS) Screen Type: 1816 Charcoal 1 Vent Latch: N Comfort Ltft: Y 3 Left: Y Right Y Top: N Btm: N Ei PosiliveDesignPressure: 60.0000 NegativeDesignPressure: 50.0000 PANumber. FL 1435 EnergySUr. 1234.0000 CondensafionResistance: 56.0000 UF: 02900 SolarHeatGainCoeff.. 0.1900 VP 0.4300 VTCOG: 0.6300 Location: ,List ^Sell 0009 (9.00) (MULL MULL BARS Ordered: L Price Price Ext Price lX.4H,49.625,WHITF,.5FLANGE,SERIES 3.00 $11200 $7258 $217.74 700,MULUCLPS,30 BAY MULL,30 BAY CUP,4 Product Family Series: 700.0000 Certification Type: MIAMI NOA Selection: 14-1105.01 Part Selection: MULL/CUPS Frame Type:.5FLANGE Mull Bar Type: BAY30 Mull Clip Qty: 4.0000 Mull Clip Type: CABAY30CLP Size Selection: COMMODITY Size Code: 4H Frame Color. W Location:-- TOTALAMT: $13,955.65 TOTAL TAX: $907.12 NET AMOUNT: $14,862.77 Quote # 212668 Print Date 8/31/2015 Page 5 of 5 M COPY M IAM I- MIAMI-DADE COUNTY ��- PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 www.m iamid ade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIONSeres 055 0 PVCSingleHungWindow—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.15-0519.05 Expiration Date: July 30, 2020 fV20 115 ApprovalDate: July30,2015 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated I Ill5/14, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51^ Edition (2014), dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ---?'4 Manuel' a ez, P.E. Product Contr xaminer NOA No. 15-0519.05 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E-1 FILL COSY PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No.12-1120.02 issued to Royal Window and boor Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and. Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04116/20. 5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-5th Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19114, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. G. OTHERS 1. None. Manuel er z, P.E. Product Contro amiaer NOA No.15-0519.05 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E-2 HLE COPY 0 eru.uWacw,orx -{ I---�I- lrviuc wena�—'`rrw.x.m 06Er] E9tYlY NT M FR .{��+x.� 9r 1F1; W%.0.S sxFn]� Y/�➢Y �y� u�alrnsm�ml� FLVD � V4+&E Nw? HIXiR 0 e O_ x SM�D lwf wll.on FaM,IV w�Era f r]W 94,x.Y +„IC x.,IVG 9f.]B' 6PIfID wONIJw � / VIP( � rmsxr IM% x Q euol ' � xFwxr xe+cm +� ewm�rtx , sxEsm en , gee srwx Wpvtmx m-us ew.Ewtwmn FEe 9NEE18 I" esa r ,.,%1' 1 / � M sxonn I Q Iw.,r 99VIJ ELEVATION FOR TIP. EOM LEG FRAME ELEVATION FORM FLANGE FRAME T ELEVATION FORT .FLANGE FRAME ELEVATION FORT .FlN OR JC NELF ME SHOWN WIfH EOUAL1fFE CONFlGURATON SHOWN WRH ORIEL/PROVIEW CONFIGUMTION SHOWN WNH STANDARD COTTAGE CONFIGURATON SHOWN Wf EOUAL-LRE CONFlGURATION Fw W9RN WrrAseooxwwuimxuvm ANC H0RED THROUGRT ENAILfIN ouaxsxw wu�Wx.99rr] fEi�JLNOIES__t 9WHF. (YA59eIHCJ4ft OV]10 x PSIIllAiRw.fWNiE6 EW.LLlE6TGi---i wsr9uAnw,wrEmuw ewuxxn.-_ 9 fiW91e CET•ne ] UEwwPRE69UPE8�61 MF]+w OUAVIIIIE9�619 mAusiwm]weEs_tt AssE+mLra euxrsusr__ta+ USER INSTRUCTIONS: ` 1V'Vice+xap";W vim'. �:' '•. it � M euau x! au �" 919erFl+x:xErnEsxres=sCMC. wlAmavoeElm+a9 os61a+mEssUPF UEo+]wEAffNr FPw.94Ex. =',ti Nx.+sr'w ': wrtErEn]nn£ruFNos*wms+eu1wwwWFFxw*ee+EsxwssecaFnwororxewsraunwwxmrmw. 9pgxOA'YAYOlW 4VLNU0VMN(r/8tE,4wE9lowCOxfIWM1WHMZ5PE.0ERAaVIR YWFNpWJ5 xF810N nrss+Irrtrxoxue:Es9artxusrEwuwxraeor+a oevwrroswxexEWmmrt9wYxF,w+oav : = p GENERAL NOTES BELEVATION J oevm,00m.,Fuo wsRn 1. eloere+awer+¢utowxouwmr9ww rA9+sawl.vmnrrxEaxum�asmere alaurErlvnuwEaax]s Fov 9$/S 'P•. s n F W� ��O,��, Imo rm9wlac ome wuxoasxweseormltronmwres+ss:ws.uro rwYl,uuRxeWvm¢meFnae+maw¢ErsErwlEaac 91 esn]uAs FERs++Fa* a Fwr+aurrA9¢ wsrANAnon ws+EEr9 wnwrewiFwwsn9vm, vrrt+xoy'G2`� ww°�n� SINGLE HUNG WINDOWINSTALLATION -LM xorea9vw Px9ssuxE xenxaoerewnuurrox+srlresunerxaussFwuaw+uwemEelxrwe+a 9+ux�. silMw Ax `x�A� E :911)-N4-1M0 4 SH- SH-5500 'NT NTS tOF 13 'Ml; Mt MD-SH: wreerxwxwEuuu+Easo9) mtt. rc w,xx /xex9e I— deh Fnvb RFVN TryFe OpSw WnO1E BBepe IpmOeem RpOomOW nNYb YUO We F0911Ne TeMH) (bF Flp A) (me RSq ...Nm 9t W. of Flvm'B¢bpp -eM A Nlbn t Fbp � 5-10 ETm'v10' OBWMeY 4 bNP ��Xi1'IEwR,WOpm M6Tm8 RYu-TW tlW„�,,, •••••. ...Ab O¢MYWU.eI:W ]. mt ...0•mpl: ROucEYAp WY brcMWOAU-eM1A Mim] ...NbYW-eluWi a _lM1%Wmf innYlB:^bmp-•xmla Mlull am/ EWa9 WI 5-10 EWIHLe. 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MOeFIMF�eY. A�NV lF 14.46v oY V103 .REF MXq of me wXa Nu. .50T09 DESIGN PRESSURE TABLE J ROSOWSKI ` I nowoa. FxD s'n0 SINGLE HUNG WINDOW INSTALLATION 'n0'eF` - LM 05/15/15 ,!xohR�oq.` �� (wl)-.B]-I¢W S�WI 6e4 e.[ ,,SK,DV mrt. aF �xn9e S"500 NTS 6 OF 13 9im0.ii• 7"' MDSH5500-01 xeLa IEETIN4M1 3> Nr++e ss��c ww P �isxr 6ECTION OEfNLFOR MN LEVEL R3 REM�X INFORCEMENt HS fl GlAS6T1PEG M6 wEPIEaaCFNff11155W)VM DD= IHFldMES/@Q'RMPLT ronu FHuammEss armsuDwnrxsl 41 ieY�lampymW rE\p rypp'a Dne I DI ammJR Wlm 0Yn' MDwe(D h^0^e `t��y LYNN jcExsew(��4 �': was o4 os wave: D]' N _ e DESIGN `� DESIGN PRESSURE TABLE JROSOWSKI I�uselxcsEvasa Eoa]urwmvsu+s]N+EDnwouox]xc mu�oa DNcsauFlx -'o �= ,y: 'O'lE .'mow, ID]D 1FY111M9GY DPM ]IENNEDaEN51pR BIMJL LA91 xEYX+]ISMPEIIixENtlNE: 05 R Da10�'./' \ R VfML4. n a(v]e SINGLE HUNG WINDOW INSTALLATION -LM OSHSH5 IN '••'`(�`yS�ONA1. S1WxslIIsxmaxomtaaxD w]o]xExexrmvMM�wmm oaNucxrwxxxsaxaxo.3w a. OtvV (w0-.eo-ImD s.+.SH- 'A�e]mxueN.vz DaW+# wm w]xsTM�. 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ON]EFN FP/JE �M� ve mrt. rc F]]IH I]Fxe mP ,ar L IR �— Onv�nxv Nra ]1 NEnvo.¢auwr 0 N EXTRUSIONS I HUNG WINDOW INSTALLATION -LM i500 NTS 'll OF 13 1 MD-SH: T.[BIE !: TABIE I2CCMe BIB oISSINp I BUI NMe wnL / PM/ UaeONkn Nelefal / 0 P.All-1- OuN{Ow MSWhSI PVC Na ed R BROtOR Slryb Hmp Flame Hr06JaniY-W� PVC LB T1%P66p 6neplmYp U[t ID< 6 BMW Slpe Frtme Hmtl6 Jmnb-FM PVC .0 T ANo1sY Car NUMiy U[trbe A Shple Hm06.LmiEF-F PVC a8 18w bOB ymeW9pglect 6uev) T6C1100P1X 86 5 Bm185 =IN BWW F[uw 6W-FhaaS i wC aB A...AFH ANeantl Br[ep ln[Y Hpp[[ Uas B WaIN=107 fiWpl [ame SW-Flelya wC M 9]B )aG) /0z Y<°PM. PH 603 IU�u 88 ] Bm10i 9W nme6W-Fln PVC 61 NUR N6 Bw1e610. Cane Hp wC B 6WWIF[eme BW- PVC 62 kUHB1 AS3IPUL PWW/M Wcn WIw Wy N =1CS Bb1. 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Ppl.� BILLF MATERIAL (BOM) J ROSOWSKI �4'� +Bm iLLllmlaBr pMrt Rh�s� '••`rS�ONF,L ENG� A1p�1)-[BO SINGLE HUNG WINDOW INSTALLATION -LM 05/75/75 1m�o5 !ea{/W[I' dmlu � 11 PVC 8FROYALWIHOOIVIHOhWRPROFlIE&Ll0..i0BE VBElIDFtl1lHNEYIRB�IiCODE A`o �R"`' SH-5500 NTS 120E 13 ' MD-SM0.SH5500-01 !II[eMsfo-v.+e.p.le.m.p.lae+.p.m>t.Ta!>I AWN xoru¢BFlmAuxoTPAmcatxnAwslm� m[c of xml. /mme °Ff.6W£PILfX O Y Y �'•�°+�� +a a m Qmee Y O F+ wv Y 0 m wmaaxa twee � o s] eo Y Y u avr. + m aEwun YIIEPFDFRWEFRII WIEAlIX9( wrPwmumFxrEPnv amvEn Fsurz Wass Y O +s u \ n Y os aQi w Y _ SCREEN A� 80 a mmu]w�E ASSEMBLY DETAILS a+ Y uaFaxE Y +a Qm m caT. PAl Y n u Y SRNLBIIINGE xrNnE WIWDFMY£NTI SASH w+sYons+mFarEwos �{n) ASSEMBLY �rwa¢rm° DETAILS ^ Y FRAME d°mY =/ASSEMBLY DETAILS Na.69]Ov •� 0� ® EXPLODED ASSEMBLY JROSOWSKI %O •. sr rt SINGLE HUNG WINDOW INSTALLATION • UM 05/15115 +)awEPuaua+nrYNvrsxmwwv+nmxo wxauu+r. ..... iIJp WINELF(IllE wowri Purrs P+aF. o]xwFsu¢]roEsunr. '�.s�ONA1L11EN•` (Paq-Ys-+eso .)f°R IiEWM�MF.M1T9E9.6EE°ETOIlS YI6ME]886). A.'IAA�SOmPE. % S[r )�EEnxrn sw+m°ous°xxwmn°u+mm. ruwrY aar.rcxnx. Toms SH-5500 NiS 130E 13 MDSH5500-01 Docunent True: Impact Performance Doc No: FRM B1-43 Rev NO: 4 Pape 1 Of: 1 tCEYSTOIYg .: m..�,., e.,... �. Certification Authorization Report Regtured By: PRO B1-03 CAR & Product ID Number: 190 - 285 Issue Date: 11/11/2014 Revision Date: 11/17/2014 Expiration Date: 10/1/2018 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on marry factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to.products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: SH5500 View PVC Imp Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/AII, GS-5/16" Ann Lami IG Max Width: 52 Max Height: 92 Corresponding Structural CARs: 190-1028.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4, DP=+/-50, 52x92 Qualifying Test Information: Test Report No: FTL-795117952/7953 Test Report Expiration: 10/1/2018 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Steven K Urich 564 Old York Road, Suite 5 p c?,/ DN:cn=SlevenM.Urich,o Keystone Etters, Pennsylvania 17319 �d 4.4 Certifications, Inc.,ou, small=surich@keystonecerts.com,SUS Phone:717-932-8500 Date: 2014.11.17 t sso:oo-os'oo• Fax: 717-932-8501 V^JW.KEYSTONECERTS.COM RE CUPY Docunent Title: Impact Performance Doc No:. FRM B1-43 Rev No 4 9- 1 Of 1 KEYSTONE Certification Authorization Report Required By: PRO Bl-03 CAR & Product ID Number: 190 - 286 Issue Date: 11/17/2014 Revision Date: 11/17/2014 Expiration Date: 10/6/2018 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Acttal fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certffied. The information in this report can be verified atwww.keystDnecerts.com. Licensee Information: Product Information: PGT Industries Model: SH5500 View PVC Imp Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/AII, GS-5/16" Ann Lami IG Max Width: 52 Max Height: 92 Corresponding Structural CARs: 190-1029.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4, DP=+65/-70, 52x92 Qualifying Test Information: Test Report No: Test Report Expiration: FTL-79541796617956 10/6/2018 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Steven M. Urlch 564 Old York Road, Suite 5 e?, / ON.,cn=StevenM.Urich, a=Keystone Etterg, Pennsylvania 17319 W/// Certifications, Inc, ou, emalf=surich@keystonecerts.com, c=US Phone: 717-932-8500 Date: 2014.11.1715:5023 -osno• Fax: 717-932-8501 W W W.KEYSTONECERTS.COM ME' COPY Docunent Tith: Structural Performance Doe No: FRM 61-02 Rev No: 7 Pa9tt 1 Of: 1 KEYSTONE «R..,� .,.�..,... Certification Authorization Report RequiredBy: PRO B1-03 CAR & Product ID Number: 190 - 1028.0 Issue Date: 11/11/2014 Revision Date: 11/1712014 Expiration Date: 10/212018 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Cerlitcations, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluate] and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystDnecerts.com. Licensee Information: I Product information: PGT Industries 1070 Technology Dr Nokomis PO Box 1529 FL 34274 Model: SH5500 View PVC Imp Single Hung Operator Type: H Config: EM/AII, GS-5/16" Ann Lami IG Max Width: 52 Max Height: 92 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 I Class LC-PG50 1324x2330 (52x92)-Type H Qualifying Test Information: Test Report No: FTL-7949 Test Report Expiration: 10/2/2018 Authorized Signature: Digitally signed by Steven M. Urich Keystone Certifications, Inc. �,/ ON: cn=Steven M. Urich, o=Keystone Certifications, Inc.,Ou, 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 '2 email=surich@keystonecerts.com, c=US Phone:717-932$500 Date: 2014.11.1715:55:24-05'00' Fax: 717-932-8501 WWW.KEYS-rONECER-rS.COM RE COPY -�—� Dccunefn Tits: Structural Performance Doc No: FRM 61-02 Rev No: ] Pa9% 1 Of: 1 KEYSTONE Certification 1 Authorization Report Required By. PRO Bt-03 CAR & Product ID Number: 190 - 1029.0 Issue Date: 11/11/2014 Revision Date: 11/17/2014 Expiration Date: 10/1/2018 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specked referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the waVroof substrate and the age of tie product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to pmducts, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verged atwww.keysronecerts com. I Licensee Information: I Product Information: I PGT Industries 1070 Technology Dr Nokomis PO Box 1529 FL 34274 Model: SH5500 View PVC Imp Single Hung Operator Type: H Config: EM/AII, GS-5/16" Ann Lami IG Max Width: 52 Max Height: 92 Referenced Standard: Product Rating: AAMAANDMA/CSA 101/I.S2/A440-11 Class LC-PG65 1324x2330 (52x92)-Type H Neg DP=70 Qualifying Test Information: Test Report No: FTL-7950 Test Report Expiration: 10/1/2018 Authorized Signature: Digitally signed bySteven M.Urich Keystone Certifications, Inc. DN: cn=Steven M. Urich, o=Keystone Certifications, Inc, ou, emai I=surichrakeystonecerts.com, c=us Date. 2014.11.1715:55:47 -05'00' 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM IG�I Florida Building Code Online Page 1 of 3 IN ( _ 210 M fi S Y ! e ♦ a 0 a 1 C 1 a'i z tt4 `r. >J �' n �hy�. K Florida � tment! Ems Home tog In I User Registration Hot Topics Submit Surclmrge Stats & Facts j Publications I FBC Stan BCIS Site Map j Links Search Busines �) I IProductApproval Professir�al USER: Public User Regulation Product Aoorovat Menu > Product or Application Search > Application ❑St > Application Detall e m' FL # FL13540-R3 '°`-- Application Type Revision Code Version 2014 Application Status Approved -Approved by DBPR. Approvals by DBPR shall be reviewed and ratlfled by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@]eld-wen.com Authorized Signature Kaede McLaughlin fbcl@]eld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customersewlceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method CertlFlcatlon Mark or Listing Certiflcatlon Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By t Approved Testing Lab http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wG E VXQwtDquyiiOPEr... 8/3/2015 'Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 01/13/2015 01/14/2015 01/19/2015 Summary of Products FL * Model, Number or Name IlDescription 13540.1 Contours T-2" x 6'-10", Opaque Steel Wood Edge Inswing and 11 Outswing Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL13540 R3 C CAC NI010116.01-R2. df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R3 II JW162009 SS 2014-11-11.nd Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-11.odf 11 Created by Independent Third Party: Yes 13540.2 Contours 6'-2" x 6'-10", Opaque Steel Wood Edge Inswing and OutswIng Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL13540 R3 C CAC NI010116.01-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R3 II 3W162009 SS 2014-11-1LP-gf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-1l.odf 11 Created by Independent Third Party: Yes 13540.3 Contours 5'-5" x 7'-11", Opaque Steel Wood Edge Inswing and Outswing Door with Transom and Sidelites .. Limits of Use Certification Agency Certificate j Approved for use In HVHZ: No FL13540 R3 C CAC NI010116.02-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R3 II JW362009 SS 2014-11-11.odf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-11.odf 11 Created by Independent Third Party: Yes 13540.4 Contours 5'-5" x 6'-10", Opaque Steel Wood Edge Inswing and 11 Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL13540 R3 C CAC NI010116.02-R2.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R3 II 1WI62009 SS 2014-11-11.odf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-1l.odf Created by Independent Third Party: Yes 13540.5 Contours 11 4'-3" x 6'-10", Opaque Steel Wood Edge Inswing and Outswing Door with Sldelite Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL13540 R3 C CAC NI010116 02-R2.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratio I t E. {■` w1i \fi •s http://www.floridabuild ing.org/pr/pr_app_dti.aspx?param=wG EVXQwtDquynOPEr... 8/3/2015 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes 12/31/2019 !. Design Pressure: +55/-55 Installation Instructions Other: FL13540 R3 II 1W162009 SS 2014-11-11.DAf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-11.odf Created by Independent Third Party: Yes !. 13540.6 Contours 11 T-2" It T-11", Opaque Steel Wood Edge Inswing and Outswing Door with Transom Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL13540 R3 C CAC NI010116.02-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R3 II 1W162009 SS 2014-11-11.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R3 AE PER3291 SS 2014-11-11.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Hance Street. Tallahassee FL 32399 Phone: 850-487AM24 The State of Florida Is an AA/EEO employer. Cooyrloht 2007-2013 State of Florida.:: Privacv Statement :: Accesslpllity 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 1, 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. 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 avallable to the public To determine If you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: ® ohs' 0 CredtS�arr, i S FF http://www.flaridabuild ing.org/pr/pr_app_dti.aspx?param=wGEVXQwt0quynOPEr... 8/3/2015 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Certification No.: NI010116.01-R2 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls, OR 97601 Expiration Date: 12/31/2019 Revision Date: 08/07/2014 Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side -Hinged Doors w/ or w/o Side-Lites or w/ or w/o Transom (w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number & Outswing Opaque Size Pos/Ne s Rated Comments X I/S Opaque 37' x 6'l0" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Single Wind Zone 4 Addendmn(06/09/2014) /PER 2947/W-1685/W-1695 Missile Level D Max Panel Size: 3'0" x 67' Anchor Details: J W 162009 1-16 /AO] 1271 X O/S Opaque 3'2" x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Single Wind Zone 4 Addendum(06/092014) /PER 2947/W-1685/W-1695 Missile Level D Max Panel Size: 3'0" x 67' Anchor Details: JW1620091-16 /AOI 1271 XX I/S Opaque 6'2" x 6'l0" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Double Wind Zone 4 Addendum(06/092014) /PER 2947/W-1685/W-1695 Missile Level D Max Panel Size: TO" x 67' Anchor Details: JW1620091-16 /AO 11271 XX O/S Opaque 6'2" x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Double Wind Zone 4 Addendum(06/092014) /PER 2947/W-1685/W-1695 Missile Level D Max Panel Size: TO" x 67' Anchor Details: JW1620091-16 /AO11271 �L National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: "Oee JELDVEN® i4'MA%.OVERALLFRPh1E WO)TN CO J2111 A F NTENT —GE BO %68 (qD 05A %BU (Qtl%OI NSWNdOUiWING �PMELYIm1H S6 y0'WRH ISHTR q$TRAGN. DESCRIPTION 1 N W EL A N$ E ERAL TE p rn 240ASTEELMPACT000RBYSTEY 2 INSWING ELEVATIONS 0 pt 3 INSWING ELEVATIONS 6 BILL OF MATERIAL JD GENERAL NOTE3 4 INSWING VERTICAL CROSS SECTIONS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLYWHH WE CURRENT IRC AND / \ 5 INSWING VMNCAL CROSS SECTIONS 1, H'Nv1 FLORIDA BUILDING CODE (MC) BASED ON THE SIGNED AND SEALED DATE PRODUCT HIS B INSWINO HOR¢ONTPI CROSS SECTIONS BEENTESTED TO ASTM E3 ZEWI1 .E203-01. EVIB545, E199805YBAAMA 1301-03. / \ ] MEWING HORYONTALCROSS SECTIONS B 20¢Iv SINGLEANDDOUBIEDOORSYSTEMSPASSWINDZONE(WD)4RATING. DWRSYSTEMS i u OUTSWING ELEVATIONS e VERTICAL SECTION$ a. IN 2Y2 HAMNGSIDELITE?RANSOM COMBINATIONSYA ONS ATEATWINDZONE(WD)3. NOTE:GU➢NGINSIDELRESANDTMNSOMARENOTIMPACTRATED. w DUTSNG CROSS IIIOUTSWING VERTICAL CROSSSECTIONS M 22XMD1%WOOD BULKS BYOTHERS,MUSTBEMCHCREOPROPEPLYTOTRANSFER ZS m 11 OUTSWING HORIZONTAL CROSS SECTIONS F� 3, gQd \E. Z 12 GUTSWING HORIZONTAL CROSS SECTIONS I,mN LOAOSTOTHESTRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 13 ANCHORING LOCATIONS AS SHOWN ON DETAILS. ANCHOR EMBEDMENTTO BABE MATERUISHALL BE BEYOND WALL DRESSING ORSNCCA. .CHOORdNG 'nSi W Y6 4. FOR DESIGN PRESSURE RATING SEE TABLE L SHEET 1. OATONB6 AILS 6 UNIT COMPONENT$ E SCALEBASEO ON 1147SHEETSRE_ NOTE2 NOTE GRAOR GREATER FIC T. FLORMAMPROVEOMPACTIRESISTANTSHUTTERS ME REOUIRED FOR SIDELITESANDTH T \ PRODUCTMSOMS. O. PROOUHASNOi BEEN RATED FOR WATER INFILTRATION. IFPUMOPMAVNGIURISOILT0 w REQUIRES PRODUCT MEETS TREQUIREMENT, PR000BE USED WHEN \ / INTALIEDATLOATIONPpOTCEDBYOVERHANGSUOTTOVERNG IOHRpT10 =DH IINACTIVE AGTNE DOr0^I H LENGH/OHHEIGHTI5J.0. p— y .TLL— �o� ASTRAGAL obii DOOR LEAF CONSTRUCTION: NOTE FACE SHEETS: THEFACE ME DOUBLE MITT IMPACT) 12 ^1?; STRATE ITS ADHESIVE. THE CORE MO6UBSTATE WITH LMC AOHESNE CORE DESIGN; THECORE CONSISTS OF I-135 POUND (WSWING 12 S zw N DENSITY EWANDED POLYSTYRENE IEPS]LPANEL DOOR EL IS MOM SIWPENG SHEETSOF r rli .UGEN02'MN)CAIVANUXOSTEELCH THEAVERAGEMI�N.YIEID TABLET z $0 a SHEETMETAL SKIN IS 40,300 pL WE FACE SHEETS ME BEM 90. OVER WE 1.600' X IN LVL(LLMINATED VENEER LUMBER) STILES AND TOP RAIL THE 1.608' X tMV BOTTOM RAIL a V Ft CONSISTS OF ROL1FbFORMEO G VMRED 25GAUGE(010' MIN) STEEL. WE LOCK DESIGN PRESSURE RATING y g m BLOCK IS 1.6BB'%31IB' %1Y FINGER MUTED PINE. SIDEI-DECONSTRUCTION: EACHBIDELTTEISMNSMUCT WESAMEABADOORPMEL, INCLUDING LORE DESIGN. BUT EXCLUDING THEWOOD LOCK BLOCK. INSULATED GL NG G CONSISTSOFTWO9.12VTEMPEREDGU SPMESSEPARATEDBYAD.]SAIRSPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ME CONSTRUCTED OF WOOD, O V C R— THEOUTSWING SILL IS COMPRISED OF COMPOSIIE MATERNLWTTH ALUMINUM w o m CL CLADDING. THE INSWING SILL IS COMPRISED OFACOMPOSRE MATERAL WIITIMS U O ALUMINUM CIAODING MDAPLASTICADJUSTABLEHEIGHTTHRESHOLO. ALLBOTTOM r0j o FAME CORNERS ARE DOPED, BUTTED, SEALED USING SILICONE AND FASTENED USING W e THREE 16 GA. 7I16'X 2' LONG STAPLES AND ONE NW PH WOOD SCREW PER CORNER. F ry INSWING SYSTEMS HAVE ISM Fill WOOD SCREW N EACH SIWJAMB CORNERMGLED F FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ME COPED, BUTTED, SEALED USING SIUCONEMD FASTENED USING FOUR I6 GA TJ16'%Y LONGSTMLEB JOINTS, SILICONE BENMTAND FOUR I6GA%]l16'%YLONG CROWN NOTES ASMAGALATTACH OODSCREWPERCORNERWyMNGUNRSWRHAGLOB4 RAPLESTHROUGHTHEJAMB. THEMUIXONTO OOORISD)ELRE IB I. ALLVIEWSMOMINTERIOR. 'Y?p INACTNEPMELMVEA]/IVHOLEDROIEOATTHE gyEAIEDBYSMDWICHINGSIUMNESFALVDBEIWE WEJMn 1-MASONRYMDCONCRETECONSTRUCI�Imt1l Nllelll CENTER FTHESHEDTOTHE CENTER OFTNE SILLTIRESNOLOMOFlLLEDWTTHDOWIIWSILICONE. APNSTC RECEIVER PLUG IS INBERTEDTO RECEIVE TIE BOTTOMMTAOAL BOLT.OUISWINO OF WE TWO FAME3.1'%1?CORRUGATEDNAILSMEUSEDONTHE J 0 Ih m I UNITS WITH AN INACTIVE PANEL, TAKE A LIP HOLE AT WE CENTER OF WE SILL AND A METAL STRIKE PLATE IS FASTENED USINGTWOp9X2-1?SLREWS TO RECENETHE E%IEWOR SIDETO FASTEN THEJAMRSTOGETHERMD"xr SCREWS SIDETOFAST THROUGHJAMBS ON THE INTERIOR SIDE tJ`Y'SF I9wAinN^e3 ey Hemesf.xonrgp.E „t. .-„�% '=N0% wre 12B1N9 V•'OODMULLIONCGVERISWENINSTALLEDOVERTHEENTRELENG s .lemepprningsuarcwmm D CENTEROFTIEHADBOTTOMASTRAGALSOMOAMWETALSMN PLMISFAS NEDUSNGTWONX210' OPmAS AGALBOLT.ALL FTtAMEJ0INERYMESEALEO AT INPLACEWITHw6GA%]I16'�DTWIIHSMCONEBEAtANTMDHELO Ie:AlAtt.It IDA43<LSm g'I .r] e�G LUBBELK a.cer. S. FREY xwora �M162009 THEEXTERIORSCR�TUSING OW TRANSOM GLA21Nd THE GLAZINOLONSISTS OF3PIECESOF I6' APO •,//fTAT 4W ?`�. TRANSOM FRAME CONSTRUCTION; FRAME HEADS, BILLS AND JAMBS ARE MADE OF ANNFJ3EO GLASS MDARE NELONPUCE BYTHESMH AND WE GIAZINGCLIP.M ALUMINUMSPALERBETWEENTHEGLASS %�,MMMwmm 1TAA��` LAMWATEDVENEERLUMBER(LVL} WE FRAME CORNERSME MINED USING RUSSET PROVIDESA711VAIRG P. � Mct� ex[E�1 a Ifi c.t DESIGN PRESSURE MTING: SINGLE ODOR WITHS WITHOUT SIOELITE(S)AND/ORTRMSOM DOUBLE ODOR W/O SIDLITE OR TRANSOM INSWING POSITIVE �55 a55 F.6 55 OVTSWING 155 �55 SS 55 1 t NJs 4- n � (,. | x z ! 4«, ;|, � fffi 1Fik` ; \ ,w_�. )/ y0 aJozj4 « ar /!� \ 94, ®x z^ \§/} \- 01 / VEIGW { ` ' < ,§; ) © � �� - -� , � ~ |„ \) /� F 8 ; t, »« is ;R w , U ;-r !• ® ^ )` ,!!x z ...... ...... T/ ........... \\, m k`/9z_/°__ &2y�, 3]IR'MAXO.VA �C FRAMEWIOTH 31 In' MAJL D.L.O. ^v NOTE2 1' 2 \ t zs\ \ >>>>>> im ROM MOM NOTE2 Ss DIVNA%. PANELWIDTH SINGLE UNIT fO/Ip ONSMIYG IMPACT ODOR WNN NON-IMPACTTRANSOM) Item DESCRIPTION NOTES 1- ALLMEWSFROMINTERIOR 3- MASONRYAND CONCRETE CONSTR11Qx65INI1//1j �. cgs F, 0 1 j 2 m zoQ dLLN 3g4 O n N i�Yd o woK 0 g,�V9i yaps gg �IbH u u O a i F5m Uc $OUO w �ry ry q ry 2 l m a d �9%NgyT �1. p. ST T( jW ,,w.a.4Yud�ur. v.Ve 1R'�1' wax. S.FREY JW163009 3a tfi MNel41 1 MNGEJAMB Np'%W16'FINGERJOINIEp PW PINE Y HEM)JAMA II/d'%LA118'FlNGFAJdNIEO PIN PINE 3 LATCH JAMB 1-116'%68'16'FMGERMMTEp PM PINE 1 610EUIEJ1601-0/d'XLYI6'FlNGERJOp11mP PINE s nDPnILJAPSFlATxFADwaopacxexwJlxll?NW. EMAEDMEMr srtEL B 1'%d'RURMNGE I3GA .AAA'MM STEEL ] 6A%LI'PNIWPS FlATHE40 WOOD SCREN STEEL B 910X11?PMLLIPSMTHEAD WOOD SCREW "SFEEL A SMCpW WAOFX TAPLONWRNII/1•MIN.EMAEDMENF STEEL 10 COMPRESSNIN WEATHERSTRIP 11 WSWWOTNiE3HON ENOURAMODELIlNIP56WMF1ID YRYTSWMP. ALUMINUM 11 L'3%112'PHRIIPS FUTHEN WOJp6GEW STEEL 1] FATRWEDASIMGLL GLCELL dJA3T3K ALUMINUM 1d NOTUSED 13 GIOEUIEGFAT ]&ISERIES NWRA WNVL 18 TOP R4R UNINAIFD VENEER LUMBER VL LVL 1] SOTTOMMR25G4 Dd18' GNVAN®STEEL STEEL 13 NINGESIOESRLEIAMIIUTEO VENEER LUMBER Vl LA 1A AT" SIDE IAMIN NEE LUMBER l LVL dl LOLNSLOIXI-11116'XSIR'%13FlNGERJOINTED PMETREATED PINE t1 WlUf411E FRAME PASTIC Y! 1'O.VA IN3IMTEDhTIPEREDGVS$ GIF39 YJ 16 De.>HCLROWNXSLONOGTAPIE3 STEEL 21 D3RRUGAIEDIUR I?%1-0/16'15 G4 STEEL 2S NWM6ETLOCK SERIESIOD STEEL M NWM6ET DFdOBOLTSEME5 E60 STEEL LI M%YPMW@G FUTIFADWWDSLREW STEEL f6 3%W000 BLCN G0.40E 33WIXFILY YE �. 1 SHIM THK. m II 110 E,yMIN EM EXTERIOR INTERIOR 73- MAX PANEL HEIGHT MAX SHIM TAR. 0 o EXTERIOR Z. �z INTERIOR m 79' MAX PANEL HEIGHT z 0 0 SHIMTHK. SO ED m Vr MIN. EMS. 0-2 m 0 ��RIOR V S > 0 O='OZ Z 0 'Opz� m INTERIOR C, MAX. 0 1a' LO. • LI.. PANEL HEIGHT PA �12.7MAX PANELHEIG.T 13 IC!' MAX. FRAME HEIGHT 1 1 0 MIN. EMS. iMr MAX V. bHIM I llK Dn EXTERIOR "3d 'P NMRIOR RIOR 0 L 79' MAX PANEL HEIGHT T 112-MAX D.L.O. PANEL HEIGHT SO 1 1/4' MIN. EMS. 13 E HEIGHT CONTOURS STEEL DOOR WOOD EDGE JELD-WEN, INC. (m)& SWINGIOUTSWING 24OX STEEL 3737 LAKEPORT B LVD. NUl[ W PNRT OR �EMILY KLAMATH FALLS, OR, 97601 N.1 E BSy, INSWINGVERTM SECT IONS PH. 541 CROSS -882-3451 NERIOR INTERIOR 12'GLA33 GRIP I,Bi1R'MAX D.LO. EXTERIOR tl4•MAX SHIMTHK. - 12 MAX PANEL HEIGHT - 1312'MAXFRAME HMGHT m 1HIM S IMO �a � I T12'MAX I F• D.LO. -I `/ -fMAX. PANEL HEIGHT -III 13l2' MAX FRAME HEIGHT 114-MA% SHIM THX EXTERIOR GRIP TIP. 63Wnnn nm E RIOR T' m 3 O12'IASS N: GRIPGttP. B11IB' > C^ I MAX D.L.O ZL 1 1114•MIN. EMB. 1/V MAX JELD-WEN, INC. 3737 LAKEPORT BLVD. KLAMATH FALLS, OR, 97601 PH. 541-882-3451 1019 1B 1B 3 ?EE NO E32 B 31 0 INTERIOR /\INACTNE ACTNE (_^ 1HOR20NTALCROSSSECTION LJVIEWATASTRAGAL .1I�1/4•MAX )1EM II SHIM THK 4MIN. SEE OETARA SHEET 15 R T/ 0 1 ORQONTAI CROSSSECTION 8 VIEWAT DOOR HINGEAHDE JAMB (MAWNRYAND CONCRETE INSTAL) 1114' MIN EMB 84 SEE NOTE4 IIL..ip•MAX SHIM THK SEE DETAILA 1'MVL /-SHEETI5 INTERIOR 1-MIN rDD'\ HORIZONTAL CROSS SECTION I `V VIEW ATDOOR H WGE5IDEJAMB (WOODINSTALL) G HORIZONTAL CROSS SECTON B NSWATFIXEDPANED510EJAMB (MASONRYANO CONCRETE MSTALL) Q UJ f I v "OT V INTERIOR 8 W MAX EHORIZONTAI CROSS SECTION SHIMTHX 6 MEWATODORHINGFi510EJAMB SEEDETAILA (MASONRYANDOONCRETEINSTALL) SHEU15 —\ (. IHORIZONIX CROSSSECTION �(WWOODNIS� jANEUSIDEJAMB SEE SEEDETAILA SHEETI5 (� \ ORQONTAL CRO555 CTION 6 VIEW AT DOOR IATCWSIOEJAMB (WOOD INSTALL) IIw MIN.EMB. NOTES 111P 1. FOR ANCHOR SPACING. SEE SHEETS 13.14 N. EMB. 3 16. _L 2. SPACING FOR REM #12 FROM TOP DOWN: 6% 25-•. 504'.73-k. 1 s 3. ASTRAGAL SCREW SPACING FOR ITEM#2Z FROM TOP DOWN: {'. 34. 20', 24-P.54-}'. 59' Z5-' S TB;'. 4. 1K BUCK MAY BE UTILIZED AS AN OPTION 3 I AS LONG AS MIN. ANCHOR EMBEDMENT i DEPTH, INTO MASONRY, CONCRETE, OR D. WOOD. IS MAINTAINED. 5. TAPCON (ITEM 09) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM 951 SPACING. 6. OPTIONALLY. ANCHOR CAN.BGRW FbD.IN K 22 Z 1 SEENOTE A HORIZ CROSS ] VIEWATNINOEO PANEI/SIOE LREAT MDWON I UrMIN. EMS. TYP. 1/4' MAIL 11R, SHIM WK. IN EMS. SEEDETARA SHEETIS J 0 7 °z£ 6 ' .) Sp 2 p POERK`R B SEE NOTE 4 41 2 E DO ECTION T (WOODI DOOR LATCHISIDE JAMB (o \ HORIZONTAL CROSS SECTION ] VIEW ATFO(EDPANEINOOHLATGHATMUWON 114'MAX SHIMTHK.TYP. SE15DUMLA yq P/ SHEET IS P dg910fi 8 416E1 �� OTF (y�HORIi NTAL LR0653ELTION ] VIEWATFlXEOTRAN60M (MASONRYANO CONCRETE INSTALL) /�HOR ZONTPI CROSS SECTION @)NEW AT OOORIATCH5IDEJAMB (MASONRYAND CONCRETE INSTALL) C'\ HORIZONTAL CROSS SECTION VIEW AT FNED TRANSOM (WOOD INSTALL) NOTES 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 S 15. 2. 6PAGING FOR ITEM #12 FROM TOP DOWN: 6', 26{', 50-k,]34% 3. ASTRAGAL SCREW SPACING FOR ITEM 927 FROM TOP DOWN: }. 3}', 20', 244•, 54-(', 59• ]5+ 6TB-;•. 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 99) ANCHOR SPACING SAME AS W00D ANCHOR (ITEM 05) SPACING. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. I'WK 1.MIM 1- NW. 5 Y MW.EMB. '�11/<'MIN. FMB. _F IN' SHIM., g 1 2 ] 4 SEE.UTMA 10 $HSU IS OPTIONAL MASONRY AND CONCRETE INSTALLATIi FORHEADERSANDJAMBS 11Uuun, SEENOTEB&SWISPAGE .�1,�5 F.A M162009 —] M PANELHEIGH 63118'MAX. O.LO. P01?MAX.(w4l HEIGH( O® m � oa T ar L/Z o �a a oj m � / 93 0 / al. MA% OVERALL HEIGHT ("I m —TS'MAXPANELHEIGHT 2 772 M4X D.L.O. iS'MAXPANELHEIGw ig MACPANaWGH — 631IV MAX. D.LO. I o�p o o�hl H 1%13!L (e'er 81'MAXOVERAUHE1GW (8'.q S T a PRPoIICf: CGNTOURS STEEL DOOR, WOOD EDGE JELD-WEN, INC. E-oE pal s SdxRa(Oloxo) INSWiNGl MWWG24GXSTEFl 3737 LAKEPORT BLVD. k g 9 m o a E m.naa nHEDGODEGHdE sM v Asseuea: KLAMATH FALLS, OR, 97601 A 18.01.11 8010 CODE CHAJIA oR OUSWWGELEVA=N3 PH. 541-882-3451 Im m ,� NO MTE BY ftEVI510N5 1l4'MAX F o s mm II SHIM TiK $ g � L x H D MIN. EMD. m INTERIOR 0. pF9yyN T� 2 /•l o — • I IM MIN PRIOR EMS. ffi s �79'MAY PANELHEIGHT� 17i MIN. EMB. 2114-MX.II. i m I e Y D SHIM THJC p i_ II INTERIOR 6p D a oz s P� Z, EXTERIOR'. Z �• � I ]S'MAY PANELHEIGHt `i\' � I—t 114-MIN. EMB. 0 y m p v 1l4'MA% e SMIATIK os 112' ££'-o 8 L H y MIN. EMB. $°oyc Dm 'o m z s z o g 1N 10R V zso R 3 op�at 4 z sg ;� �of Z. 110MIN E>IFNDH m u EMB. o o 71I1 MAx D.�o. 8 oLTq'MAX PANEL HEIGHT L 12'MAK PANEL HEIGHT 17i 13112'MAX. FRAME HEIGW m 1114' MIN. EMB. i 0 SHIM MAX `c n N D BHIM TiK.��\ Z o O � i O NTERIOR G iS \\11111111111j', O •,, Z zy L A 79• MAXPANEL HEIGHT ]12'MPX. D.LO. {j0: 12'MAK PPNELHEIGHT L131l MAX.F EHEIGHT R e 3 1'ROf11.CT: B 70Nrouv0dOS STEEL DDGR. Waoo EDGE JELD-WEN, INC. d 8AlXX1654BelOK)XO) TORAWE.OIJTSW1rvc z4cA. STEEL 3737LAH PORT FALLSS R,9 q e � m i a 0 10.2Tf4 5 HED LOOE CHANG SM onvtovAueM4n: KLAMATH FALLS, OR, 97691 A 1201.tt 2010 CODE CHANGE JU O NO DATE DESCRIPTION BY OIfI3WWG VERTCALCRO333ECTON3 PH. 541-662J461 REVI310lLS gn mm " 1l4•MA)( INTERIOR y" SMM THK 112• uD MIN. EMS. 3 TTZ— D I ' 0 J g ,"r' 2z 0 12'GLASS EXTERIOR m y u 112•MIN . } 3 EMS. GWP T•P. �1I8•MA% e S DLO. T 12' MAX O.L.O. Y MAX PAN EL HEIGHT L13,2•MAXFRAMEHEIGHT- 1114- W4-MAX MIN. EMS. T O'e INlER10R i SHIMTHK 3: 0 E S EXTERIOR N m 12•GIAP. w N m 3 I� GRIP TYP. 8}1I8' � 2 MAX D.LO. 712'MPX I � D.L.O. ' e 1•-T t/a• MIN. EVE. 1Y MAX PANEL HEIGHT y 1312• MAC FRAME HEIGHT i 0 m m m m z SO " a•MA% o'yy"is INIEWOR SHIMTHK CD �+ mDkMI� -y T-r PA m 2 L _ EXTEg10R 1 in- MIN BAR. ;a EMB. �-`�•1GWPTYPS fi}1IS•MAX� a"y D.LO. Y 1/4•MAX "Lsm��1114- INTERIOR IN. EMB. 0 2 �r O� Z' pg; A ,11nw Ntno. z zz hi �' 12•G1A55 F%TE0.10R - CC GRIP TYP. 63-118' Z � • i`�L• � b L� • MAX MLO. � ER♦ [—it/d•MIN. EMS. I O1g1 ` CONTOURSSTEELDOOR.WOOD EDGE JELD-WEN, INC. Twxe-a (llxlau.se(=Xo, 3737LAKEPORT BLVD. Pm y w 5 INSWING�OUTBWING2aGA STEEL Q o 0 3 S 1027.11 STHEOCODECHANGE SM PMrOA. KLAAMTH FALLS,OR, 97601 A 120L11 I201O CODE CHANGE Ba OUTSWING VERTICAL CROSS SECTIONS PH. 541-882-3451 " s NO OAIE DESCRIPTION BY I^ REVISIONS O Dy�OyK-N aDmyp az P yyvOy .YO 4u9aAN p D00022[OIP Cgi' Z' D yK�TyON D�'9 yZ. O D0D 2cm2� H '9 A'-IOOA2p �, y n o :'ems=m GmN oo Am �I Omwn (zi 3 i ?y �p2 mN o O Oz �mO� D AZz .S.a SEENOTES S = 4 Pr mq z u a s z y 9 OUT ING HORIWWAL CROSSSECTIONS 3� z� �a 2 SEE NOTES JELO-WEN, INC. 3737 LAKEPORT BLVD. KLAMATH FALLS, OR, 97601 PH. 541-8823451 1•MVITp. 1'MIN.TYP. I. MINVMM. 1'MM.TYP. 1. MIN m` 1'MIN.IW. SEE NOTES ; uT m� _�Lgr59 MIN. mz Oyry O m yy A O y° & Zp 02 i< PI1O�I A21 Yy Nm pA 1p m> oi 4 o p g nl Z; s tjgm A ° S A m> G C a g3 rtpl C i ze7i m i- m 2N 4 SEENOTEB o ; m"MIN F' £ -a' m v m m 0 1• mS m a MIN. r Gp b OC A m •> O 1u9 ai A gg s bb yygg m m o z ~L a IP. p •a`:z 1-MI m TYP. II y.ul• mod mA- z zoyyf° p ya mo-ro N 'u0 �" x QS °m 0 g oaN2�-Dzc2Nm �° 5I99 p p°s"2 �- ''x0 H2 s& FO m W;Z ZO Y>z x m O yKny. A A TD N moo W u "- z F 'u nix om 'x-> ° °m 11111111/// A °A° F O m`.A Z iN o y9n2 mm=A 9 ma =•'—f x0 m IIg.nNTIVI pp q PROOVVT: 3 8 CONTOURSSTEEL DOORWOOD EDGE Ba ca JELD-WEN, INC. L. 1+ m u c M)& pox01 INSWINGIOUTSWING24GASTEEL 3737 LAKEPORT BLVD. KLAMATH FALLS, OR, 97601 8111 EDwDE CNANcs sM P °Rasswan A 12..1.11 Rm0 w0E CHANGE !tA OUTSNINGHORUONTAL PH. 541-882-3451 NOJ DATE DESCRIPPON BY CROSSSECTIONS REVISIONS mg 0 891? -�39W4' ]12' 3EEDETNLE SW.15 (8m JPMes) Ot 34• F FRAMEGW(O(INSw G) 801?MA%FRAME XEIGH](OOISWING) ya I S In yy l t4• MAx o.c.ttP. b mm _m N� � m 14-MACO.C.WP.�� —{ 4-3•rnP. s lrr 3sare•— 3 131, r WP. —399B' C SEE DETNL E. SX]. 15 u P M wNrouas s]EEL 000R.wooD EDGE 0,0.0. SA JELD-W EN, INC. W �Hm ® B-Ox6 S00z6B NSwINGXO SWING24G STEEL 3737 LAKEPORT BLVD. n m a a s 19m.14 StX ED coDEcwwGE sM n PnrcORnssemeir: KLAMATH FALLS, OR. 97601 Imo'° m A @Of.11 20, LODE LX NGE ANCXORNG LO MNS PH. 541-882-3451 �^ NO OAIE DE3LRIPPON BY REVISIONS INSWNG0U1sWING W0..T P. 1--I 1 I z0ao 4081 W4- MN(FRMIE HT. (INSWING) =y 81-M FB EM.(DMSWWG) q 512 9t2 a SEE DETAILG 5'1VP.— {-8M.15 vWP.— SEEDETALLG —512 6M I5 ��—• r m r�81F 14'MA%FRNT. (P15WWG) 81'MPX. PAMR M.(GUISWMG) y �Z —I STYP. 5-WP.—� Id v N rn J O 69 YB• ]960' 0 �� SEEDETAILE 8M0 SEEO—1-14'M O.O WP. 851/4- MA%FAMIE M. (INSMNG) SK.15 SM.m �941R'MAl(FAAME M.(OOISWING) 51 2 3912 �-� 1312 �i12 39 Y4'—11—'.•NP. SEE SM:DSK. G 6812' 15 nftg CTYP.—� 1 N I I\ 14'MAz o.c.Tw. SEE DETAIL E 2 BM.15—�'-3•T o ]12' 39 Y4' 8912' ftfi (") a saes jo/ozoj �` JELD-WEN, INO. DNGMc WG 24Gn STEEL 3737 LAKEPORT BLVD. .ENBLY: KLAMATH FALLS, OR, 97601 ODTSWINGHOEIIOMAL PH. 541-882.3451 OHOSSSEDGONs SEE DETAIL I 3'IYP.-1 J F— _.3•ryp, sEE DEfuLB I- r Op I I 11 I I I 11 a F. 0 c O I I f1 I 'c B $ C I s I ttP. ' II II II II 1 MULL ANCHORINGLOGATIONSTRIUNR INSWINGK)UTSWINGUNITIO%OI QX21? WOOD SCREWS TYR. Y CSINK{F —NOTE 1-USEp1O WOOD INSTALLATION3CREN/W/1.BB'MIN. EMBEOMEM' I WHEN INSTALLING WO WOOD SUBSTRATEAT HEAD BJAMBS. \ 2-USEW1fi'ffW TAPCON ANCHOR W/11/4'MIN. EMBED. WHEN INSTALLING INTO CONCRETFJMASONRY SUBSTRATE AT SIDEUTE SILLS. DETAIL -A 3- SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1114.OR SCNLEfi'=1'-0' W4 THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED. DETAILH CORNER DETAIL AT TRANSOM MULL 47 ' n 12 / 1 DETAILD ABTRN3AGA TGP STIKEPWTE 8 T � 1 g INGE D HINGE DETAIL 49 0ETFILF ASTPAGALBOTTOM INSERT PLUG(INSWINGI DETAIL Q] IATCHS DEADBOLTSTRIKE PLATES 0 2] \ DETAILF ASTRAGAL BOTTOM (OUTSWING) )R SPACING FOR BOTH 1080UTSWING. V 428 W DETAIL C. N OT USED IN DNFIGURATION. 0 oa DQ ad L � 4911V t woaD JAMB PINCEReaNTED PINE SCALE 6'�1'A 6 6 RUTFHINGELx<x13OASTEEL SCALE:6'^1'AY r-3 VB'� i it ri i �4N8• OLOL�I K LTK F E.-I DPINE b AFCOOOTSWINO TIRESHOLO SC4lE:6'�t'-0' SCALE 6•=1 -00 COMP0.51TE ,3 UOED 606YT5 ALUM UM SGlE6'•t'-0' TJ135- IW a6 AGTRAGA R LT cOLD�6TEEL SCAlE:6'�1'-0' fi 2k � •��TitQQQ�! J � 3R AFLOOUISWINOTHRE6NOL0 8083T5 UC�MPOSITE SCALE 6' �1'S �.� SELTIONAA SELTION&R T I , WB• r LI �,116' 1 1-31IfB'� 8 NEW TLEEU ARPV�OC� OO USP TIC TRIM SS FIN�GERJOINTEO PINE SCM2:B'•,'-0• SGM-E:V-,'-0• SCALE:6'=,'-0' SCALE:E=,'.' J-=:!r r,,,,,61 COMPRESSION WEATXEPSTRIP 1IB' IATCN STILE roP y1d VINYI/FOAM �• HINGESOLE SOME: 6'=1'-0' IAMINATEOVEh 10 1] ROTTOM RAIL (LVL( 35GASTEEL SG E:6'e1'-0' SCALE 6V.I.d' 18 16 18 181i' O lH-Tc DO OR BOTTOM SWEEP 1�1 LC'� 33 VINVL OCORNER PADS 6CALE: B'�1'-0' PIASTIC sr. I - I—, wr —I roe II� GAL&TRIKE PATE 21 OOL LIP FRAME PIASTIC SCALER'=,'-0' SCALE: W.1'-0' 0 IIIppp�III HIM' �� o 0 OELRE 5 IATLH PLATE S' S��N�ppLlEEUNITSC UDEDP TIC P,Bfi6,LE''54" SCALE 6'=1'-0' a cF m,. 398 E. Dania Beach Blvd BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, 33004 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge for Florida Product Approval Report No. 3291 Current Florida Building Code Method: 1— A (Certificate) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 74" x 81.75" 74" x 80.5" 64.5"x 95.25" 64.5"x 94.5" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes Norero, P.E. Florida Professional Engineer # 73778 Date: 10/27/2014 Contents: Evaluation Report Pages 1 —4 uf07rT'' _* 7 v TT it= �O u, 7j7frlllll\\\�\ Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Her 7eslNorerQ % 1PYjuf Date: 2014.11.11 09:50:46 -05'00' F�or�f{�o 7 8 n BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Product Sub -Category: Compliance Method: Product Name: Exterior Doors Swinging Exterior Door Assemblies State Product Approval Method (1)(a) Contours Steel Door, Wood Edge (Impact Rated - Doors Only) 74" x 81.75" 74" x 80.5" 64.5" x 95.25" 64.5" x 94.5" Date: 10/27/2014 Report No: 3291 Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL# 73778) for Jeld-Wen Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and ProfessionalRegulation - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW162009, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on single and double door systems without a sidelite or transom, in all Wind Zones. Single and double door systems with a sidelite or transom do not require an impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters are required for sidelites and transom. 4. Site conditions that deviate from the details of drawing JW162009 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW162009 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 I� II LE CUPY BUILDING DROPS A Perfect Solution in Every Drop Date: 1 Certificate of Authorization: 29578 Report Noo:: 7/2014 3291 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05b 1. Product Testing performed by Quality Testing Inc. (FBC Organization # TST7638) Report #: SJW2009-199, Report Date: 1/18/2010 SJW2009-200, Report Date: 1/18/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA1789) Hermes Norero, P.E. 1�Florida No. 73778 BUILDING DROPS 12 A Perfect Solution in Every Drop Date: 1 Certificate of Authorization: 29578 Report Noo:: 7/2014 3291 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Referto Installation Instructions (1W362009) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure* Positive 55 PSF Negative 55 PSF *Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height is 1.0. Hermes Norero, P.E. Florida N{Iloo. 73778 William Durden From: Sent: To: Subject: Sent from my iPhone Begin forwarded message: James Trefelner <trefelnerj@bellsouth.net> Wednesday, September 16, 2015 8:41 AM William Durden Fwd: 6400 Oleander Ave From: <tracv.liPPard(a)email.com> Date: September 15, 2015 at 4:47:22 PM EDT To: James Trefelner <trefelneri@bellsouth.net> Subject: 6400 Oleander Ave Scope of Work Kitchen: Repair/ replace faucet, sink, cabinets, repaint Bathrooms: Repair/ replace bathroom fixtures, cabinets, Moisture barrier board / sheet rock, repaint Exterior: Remove/ replace siding, exterior paint, remove/ replace windows (IR) HVAC: system instillation Attic spray foam insulation Sent from Mail for Windows 10