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HomeMy WebLinkAbout21-1377 a }Ian City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-001377-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/18/2021 Permit Type: Add/Alter (Residential) Property Number Street Address 13 26 21 0100 00000 0180 39032 Cardinal Avenue Owner Information Permit Information Contractor Information Name: DENNIS ERICKA Permit Type:Add/Alter(Residential) Contractor: NEWSOUTH WINDOW Class of Work:Add/Alter Residential SOLUTIONS, LLC Address: 39032 Cardinal Ave Building Valuation:$5,636.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)679-5684 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$5,636.00 w 1` Total Fees:$102.27 Amount Paid:$102.27 Date Paid:2/18/2021 8:22:09AM Project Description INSTALLATION 3 WINDOWS&1 DOOR ENTRY S/S Application Fees Building Plan Review Fee $34.09 Building Permit Fee $68.18 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#20210161 1 3 OR BK 10265 PG 1732 Page 1 of 1 01/27/2021 09:46 AM Rcpt:2253218 Rec: 10.00 DS:0.00 IT:0.00 Nokku AlvarezSowles,Esq-Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 43-26-21-01eo400oa.0180 State of Florida,County of Pasco THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property(legal description of property and address if available): 39032 CARDINAL AVENUE,ZEPHYRHILLS,FL 33542 EASY ACRES PB 10 PG 100 LOT 18 OR 7744 PG 188 2• General Description of improvements: REMOVE AND REPLACE SAME SIZE WINDOWS AND/OR DOORS 3. Owner Information: DENNIS ERICKA 39032 CARDINAL AVE ZEPHYRHILLS,FL 33642-2207 a)Name and Address: b)Interest in property: OwNER c)Name and address of simple titleholder(if other than owner): 2 4. Contractor Information: a)Name and Address: NewSaµth Window,10741 Crossroads Commerce Blvd.Tampa Florida 33610 0 b Phone Number: 813-626.6000 •m :� � , ; . "- 5. Surety Information: t a)Name and Address: CP b)Phone Number: c)Amount of Bond:$ s ' 6. Lender Information: a)Name and Address: w OfJ b)Phone Number: � U 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as C7 � 0 FZ- H provided by 713.13(1)(a)7,Florida Statutes: ® z ZD cn CV a)Name and Address: W 0 W w b)Phone Numbers of Designated Person: a � W z a 8. In addition to himself/herself�Owner designates of to receive a O 0 I—copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. y, La ix 0 a)Name and Address: 0 0 � b)Phone Number of person or entity designated by owner: Q LU 0 rr n 9. Expiration date ofNotice of Commencement(the expiration date may not be before the completion of construction _ 0 z and final payment to the contractor,but will be one(1)year from the date of recording unless a different date is Q r U a Ll- specified: a r= z 0 =LL Q WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE Lu O p o OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART.I,SECTION 1a v v X :E 13.13 FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR �- O 0 0 cn PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE rn ¢ y r BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR B uj E z LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF O m COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. , lit 01"a Signatuo Owner or Owner's Authorized Officer/Director/Partner/Manager Signatory's Printed Name&Title/Office The forgoing instrument was acknowledged before me by means oftphysical presence or[3onlhw notarization, this y day of 12020 by �L(1C'1� yc-tti 9S who is personally known to .^� (Name of Person) me or produced Tt�1 L- as identification,as n cu Yl (Type of Authhoti ,e.g..officer,attorney in fact,etc.) for (Name of Party Instrument was Executed for) NOTARY PUBLIC SIGNA —STATE OF FLORIDA Notary Pubne state of Florid, Commissioned Notary Name: Susan L Piker My COMM1�Dlefl GG 823270 z tarFilttbAft811/2024 Revised 1/I/2020 813-780-0020 City of Zephyrhills Permit Application Fax-613-780-0021 14 Building Department Date Received _ Phone Contact for Permitting Owner's Name DENNIS ERICKA Owner Phone Number (813)679-5684 Owners Address 39032 CARDINAL AVEZEPHYRHILLS,FL 33542-2207 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39032 CARDINAL AVENUE,ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION PARCEL ID# 13-26-21-0100-00000.0180 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT QX SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOWS 3,ENTRY DOOR 1 NON IMPCT BUILDING SIZE I i SQ FOOTAGE HEIGHT =BUILDING $ 5636 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION )vvs Q/ =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO V BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L1/N Address License# OTHER SAMUEL OCHSTLEIW COMPANY NEWSOUTH WINDOW SOLUTION SIGNATURE REGISTERED Y/N FEE CURREN Address 10741 SSROADS COMMERCE BLVD TAMPA 33610 License# CRC-133aB22 11.111 1!!1•11.1:l11!l11.i11 i1'1!!1l111l1!111!!!!,l11-l.1.! oft RESIDENTIAL RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stommwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2600,a Notice of Commencement is required.(A/C upgrades over$7600) •' Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-613-7ea0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the Intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdicfion.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other Installations not specifically included In the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit Issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RES IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAI ANCI ,CO ULT WITH YQUR LENDER OR AN ATTORNEY BEFORE RECOR FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR SAMUEL OCHSTEIN Subscribed and swom to(or affirmed)before me this Subscribed and swom to(or affirmed)before m this by f-17—21 by Suv1.� Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as Identification. as identification. Notary Public C' �{ �ILX I Notary Public Commission No. Co mission No. 03 1{ Name of Notary typed,printed or stamped game of Notary typed,pnnIeC or stamped KRISTINIADIANE NOBLES MY COMMISSION#HH 034182 %�'.�• •OCR EXPIRES:December 19,2024 •'�F�F f`pP. tere Bonded ThrU Notary Public Undervrtl NewSouth 10741 Crossroads Commerce Blvd•Tampa,FL 33610 WINDOW LL"im s 813-62"000.813-62"001 fax www.NewSouthWindowcom Link CRC-1330822 Nate In AldIN for Florid—IN not Date Lie#SCC131151763 To � / E-mail �� 39 0 3a Clt dejy 4ve MotnePhone �-674—OV.ne City 24 etw&fIS State_F1, ZiA 33'5�2 Businets(Mr./MrsJ Replacement Windows•Entry&Patio Doors•Storm Doors•impact Resistant Windows&Doors WHOLESALE&RETAIL WINDOW CONTRACT NewSouth WindowSohrtWns agrees to measure,manufactureor fumish and servke the following custom made windows forthe amount STIPULATED BELOW: All NewSouth Vantage Series windows Include Double Pane,Low-E glass with Argon gas,and 12 point ruslon welded comers. MI Van a windows arc sealed and vacuum tested for superior argon retention, raatt9DIIRW twhde s,ntdosd he OTan aera,aetatarrsradyl WslttLRIeo whla UTan Cdws eom ra Ndan LOWEGLASS. ) MGLASS (3340GLASS OBSCURE GLASS 13YES goo TEMPEREDGLASSDYES 10 ALL SASHES AR ARGON FILLED•WITHOUT EXTRA CHARGE LOCATION: LOCATION: we"aff ow`a o�Vanta e wool {ma g ycVantageg000 Single Hung O Vantage goon Impact 0 other: eXtaNtm .d DOUBLE HUNG I-VANTAGE 0 a"Ntm PATIO DOORS (HALF-SCAEENSTMI)AAD)0FW Scwan aImpact anon•impact 0 Pram Grids Pra Grids 3 SINGLE HUNG ARCM DR 9oo0 SINGLE HUNG iMAL1iCXFATII IMtWtN:es,aamowstu ienbn OS/Ox6/8 01.." daadaoA:defatal"MIDSrR ❑9/0X6/t 0 S/0 it 0 9/0 X B/0 2 LITE SLIDER E-VANTAGE 0 ❑610 X 6/8 ❑12/0 X We IXa.HALF-SCREEN STANDARD)O FWI Sated O610X 8/0 O 12/0 X910 9OW SLIDER DOX or 13XO O 0aloxwe 01610X6/8 outalda A+otiiq M O 0q a s too.Impact O 8/0 X 8/0 0 16/o X B/0 PICTURE WINDOW VANTAGE D OSCREEN) D u.p.cr Or aHepacr 3 PANEL PATIO DOORS O Impact a mn4mpact 3 LITE SLIDER WITH PICTURE WINDOW(a SCREENS) � •'�4�"'•n""'t �"�'O^0�9� a,mpatr a noninaacr omw.ix*&V dI Ua—tn—v.ewdWuratwn 4 PANEL PATIO DOORS E AWNING&FIO.rnt (31mpatl Cnon4rnorct [E a,__ CASE4[M 1pttl) _OWTHAr _LIITMMGF Ndda1f{IRtl/M'tOaM1 kr dWt 1 DMILECASEWNT ourAh loold"In Dimpact Onon-Imaan 0 HALF �❑EYEBROW a O OUARTER•ROUND Q Cl TRAP O OTHER HOUND (DRAW IN SPACE) GRID STYLES 0 STANDARD ❑CONTOUR 0 BRASS/GOLD/PENCIL wasewlwtabOt",1019MYwaN. Nym the undwYgMdaty®b of t�wrmaM wMNbrn dtlr 0 Colonial 0 Prairie 0 Open Pr** Neadwthta a Nhl hscOM Addaldlan.If Moo ltstsp=W LA to,kart adarooW 565 per ad" EB H a WMI.S .W. TO NU BER OF WINDOWS NTHIS ORDER TOTAL DOORS: r•Subject to NewSouth fief!engineering and approval. r l� Customer agrees to allow NewSouth todisplay a yard sign until 30 days after comp"on. TWOVUUFt1EE IN N=ESERVICE BUYER'S RIGHT TO CANCEL Total price" $ 5 b •00 BUYER MAY CANCEL THIS CONTRACT BY DELIVERI NG WRITTEN NOTICE TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down payment. $ BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION,BUYER MAY Delivery/commencement. $ USE THIS CONTRACT AS THAT NOTICE BY WRITING"I HEREBY CANCEL' Balance due upon final $ 7 •00 AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE Window/door Installation. NOTICE MUST BE DELIVERED TO THE SELLER ATTHE ADDRESS SHOWN ABOVE. 0 Bank FinancingLtash on Completion All material Is guaranteed to be as specified.All work is to be completed in a workmanlike manner according to standards and practices.This contract Is valid only with proper Signatures.NewSouth shall net be held responsible for Elmo and material delays,mikes,acts of God or any otter matters beyond Its control. NewSouth Is not responsible for any pre-eKi ctural conditions.No other work to be done,all other work to be excluded.Owner agrees that the equity In this property Is security fort Le this contract cails for made to order goods,it Is not subject to cancellation except as stated above. Start Installation appromlmate mks from above date. Verbal promises can cause misunderstandings, therefore this contract constitutes the entire understanding oft les no other understanding,collateral,Verbal athe otherwise,shag be binding unless signed by trM parties. NewSouth to remove and haul away an job related debts. *All sales and discounts allotted. All changes included above. Thank you urtsrder • x x Buyers Signature NeW50utthh Representative x X Buyer's Signature NewSouth Manufacturing Authorized Officer E6 20 FDC01 "20 14 20 UCA01 20 .20, 18 10 FE P'01 lo.1011, FS 1- '10 J4 20- 1 14- _ 20 18 4 24 BAS01 24 40 FOPOI- >s, 40 ALL WORK SHALL COJMPLY WITH PR15VAILiNC. CODES FLORIDA BUILDING COI)E, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEEHYRHILLS C ORDINANCES Pz N OPT-1 F� Note9' Bads Innis e+tem k6iem•. N�ou�tb �• rat't!^,�l•.t..SL-�•.� .Ws�c.�.1,�U%•��Si�i� INindOW S,P*cMcWdnt attd Detail �"'"�� gwo�t+�� wi rti�w.s• ' PUMX=t to tbniid with Newswtk.wWM,sotutkms _ First Floor Custorr�erzw-c c K& Sf�t+ ,w+i S Address;, i s:,t s) L`=674-SM(c) ., .FtG�l' .. p4 rM-tWv!Wv�i 4J:ih,.p6ag Gcxitract Date: F story R Frames Screensl Insulated Oral: rid YA i?-c b�.c. •ti ec , Customer 4prmna X xH Type - J 4Cc11tOti slyt9- r 040r - ¢M Hl lW ) tW-�} 0,1� FX17tNT Sates Measure 00ening Size take size. Aitditionat iatorrriattan v� 3S�x ..: 3 a x Y3'�,'SS�'L"x`t q 3`. - a W x `� x V13'/^uSSt12 'k `t� �{ �tiii^1 1\ • ' 3S' x �l'Q 4 x x t x x x g x x x 7 x X, x g x x x 9. __... .X .x x 10 x x. X x x ! is 12 s 13 rx X X 1: _ a 14 x x, 15 x x. X 18 x x 17 16 _ x _x 19 x x 20 I x x x ''`c; i DoorSpecification and Detail puisuanttotiintractwithNewSouthWindowSolutions Swing Door Addeiiduin NewSou- th, Customer. ET3c lm YY�I7I LI�Y Y SOLUTI{}NS Contract Date; L�" i Address: ?,race; _ Calra,nctl Ave Factory Rep: za {Ct City: �2tok,.f l�'►,�15�l- gyp% '�s�5'�!Z Cult Approval• Phone: (H): r,�,I4�,7q- {K+1: NewSouth,not responsib{eJor painting or staining. D o (W x H) (W x H) (W x H) Handing', ; ;, o °+ a a . Additions{Enf6rtnation r s or Hardware Location Model N Page Smooth Textured Sales Measure Rough Make.Size RH LH !Si0s Measure. 1 f 3'1 x S? X-1q 'W L x 1`% X X 3QerAirx t 2 x x x &Mti Door T 3 x x x, q x 5 x x x z; 6 x x x X x x 8 I x x x s 9 x x x 0 x is x Hardware-and Hinge Finish Codes W—ill inishes Codes o . 630 Stainless 5tee -Aluminum o ' 6 619 Nickel 19 Satin Nickel:U515 o 613 Oil Rube Bronze` U510B 612 Bronze iamb nepths/types ;pl 521a 69/15 7t14 Oautdr Ouatda ow me Customer and,Measure Tech agree to boor Swing : '�t.�,r ��___��"'_" vc«..wr.....y Inafa► w+•.+e+w..w. u+sbe MpiM �,:�: Tech initial, Customer Initial * — i ^ 1/19/2021 Florida Building Code Online r� BCIS Home I Log In User Registration Hot Topics I Submit surcharge Stats&Facts I Publications I Contact Us I• BCIS Site Map I Links I Search Florida P Product Approval r a USER:Public User e�rw"�iiuus; - Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# L�FL16$51=R10` Application Type rRevision'', Code Version �2020- Application Status Apprdved Comments Archived (l Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 danochstein@newsouthwindow.com Authorized,Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category `Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LA Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Q Validation Checklist-Hardcopy Received Certificate of Independence FL16851 RIO COI f.g)Certificate of Indeoendence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16851 RIO Equiv of Standards fg),,p_df Sections from the Code https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJ0OJblzbFRdDZ89mAssw82Yw%3d%3d 1/5 1/19/2021 Florida l uilding Code Online Product Approval Method Method 1 Option D i Date Submitted 08/07/2020 Date Validated 08/09/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10 113/2020 Summary of Products Go to Page Page 1/2 FL# Model,Number or Name Description 16851.1 a. 9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window New Construction with Nail Fin (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 RIO II (f)Inst 16851.1.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.1 for Design Pressure Ratings,any FL16851 R10 AE (f) Eval 16851.1.Rdf additional use limitations, installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.2 - b:9400-Single-Hung'Window,- -Extruded Vinyl"Non-Impact'.Sing le-Hung-Tilt,Window with l_- -- - F1 ange::(-0/X'-co`nfigu'rat'ion) - Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 RIO II (f)Inst 16851.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.2 for Design Pressure Ratings,any FL16851 R10 AE (f) Eval 66851.2.pdf additional use limitations, installation instructions and proiduct Created by Independent Third Party:Yes particulars. 16851.3 c. 9450 Single Hung Window Extruded Vinyl "Impact'Single Hung Tilt Window New Construction with Nail Fin (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R10 II (f)Inst 16851.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.3 for Design Pressure Ratings,any FL16851 RIO AE (f) Eval 16851.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. i 16851.4 d. 9450 Single Hung Window Extruded Vinyl"Impact'Single Hung Tilt Window with Flange (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 RIO II (f)Inst 16851.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.4 for Design Pressure Ratings, any FL16851 RIO AE (f) Eval 16851.4.p� additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 16851.5 e. 9450 Single Hung Window Impact Extruded Vinyl"Impact' Single Hung Tilt Window New Rated-HVHZ Construction with Nail Fin (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 RIO II (f)Inst 16851.5.Pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.5 for Design Pressure Ratings,any FL16851 R10 AE (f) Eval 16851.5.pdf additional use limitations, installation instructions and priduct Created by Independent Third Party:Yes particulars. i 16851.6 f. 9450 Single Hung Window Impact Extruded Vinyl"Impact'Single Hung Tilt Window with Flange Rated-HVHZ (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R10 II (f)Inst 16851.6.pdf https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOOJblzbFRdDZ89mAssw82Yw%3d%3d 2/5 ..```"�is f r rr'�i .�` '-. ` SEE CHARS FOR MAX.OVERALL FRAME WIDTH J'MINDOWSOLUBONS .>` .... ..• �mNewSou h ZO 0 zDZa to mcW I/ w e Mv. 9 p oa j < a.y ° Y m a.T f s4 9400 Single Hung Window , a n wl Flange "NON-IMPACT'` 3 �Z Z Q C? 2 WW C7 GENERAL NOTES fn a� I. This product has been evaluated and Is in compliance with the 7th Edition(2020) 0) a o Horida Building Code(FBC),excluding the"High Velocity Hurricane Zone" a a (HVHZ). S m = 2. Product anchors shall be as fisted and spaced as shown on detals.Anchor f � $4 embedment to base material shag be beyond wag dressing or stucco. o nqv 3. When used in areas requiring wind bome debris protection,thisN product is p U N 0 N required to be protected with an impact resistant covering that compiles with z � 2 LL FBC Sections I b04.i 2>£R301.2.I2 w w= o Nxc, rn y I a 4. For 2x stud froming construction,anchoring of these units shall be the some as o m o o a = that shown for 2x buck masonry construction. c ¢�ti-.PiIQ 5. Site conditions that deviate from the details of this drawing require further o o a o 0 analysis b a licensed en ineer or registered architect. .............:. ...._.. .,.-. ;::;;;: ;;:.•:;;n::::;:r .......,...::_........... n o m engineering Y 9 MAI......... t2?;:;;;:;MAX...:....:.. ....................._....... N MA7G:OVERALL'>:: IIfiA�G:OVERAtf':::.::;:;'.; ..: . .:........::...:.:......:::::.::.•,::.;.....:_......::;c•:::;;::AEStGMPRE55URE :; W :::..:::::::..:::DAI(RIrE:ar:: :•:.....:;tlAy..... ..:::. MEMO" .......,;:;;sr;a;;::;;:s: N o N N a....... .......................... ...........................................,......................................... ...,.............. •'I J FIANGE:•so;:r: a:;:;;:<;a•;:. :AIMENSfON.:`ii?t;;aDfMENS/OH:: s.'.,:.-::::.::.:-..::: .FL..:....:..........: n rn o ... TYPE: I f+45.0 ; TABLEOFCOHMNTS SHEEN DESCRIPTION 1s5.tr x 77.0- s4.o"x76A' 4725"x34.44" a9.7sx34A4• GI -50.0 oA� z/Ts t4I Typical elevations,design pressures&general notes S2 Vertical$,hodzwtat cross sections sr N.7 S. J3 Vertical8horizontalaosssections 37A"X73.0' 36.0'X72-T 29.2rx32A4" 3T.79x32.4a' GS -730 �BY; JK m cxk,- LFS 4 Com8,frameanchoring 49.0"x85.0' "X84A' 41IVx3a2r WS"x3817 GI -45.0 DRWMNO- � � 5 Components ° z 6 Big of materials and glaring details —t885t•Z o a sxrar 1 or 6IQ v d RN01ents\New South Windows PERMANENT\A-Florida Product Approvals1FL-16851 Single Hung\C-�Drawings\FL•16851(2020)\FL-168512.dw9,2-6 rx O 89 ?�c N1s N� m o m E a CL „ < d. n m �\ N O �a .p 3 =a 2.° ?c 3 �0 N W 04 41N�tt 7 i 1 Co A W i m m O 0 Z oa c N n O � m N W Sj > RL p m �° M�.. .. . m J► a 0 m 1 Ito a a IA �0 Z m rn o. a p .o oSS � ®0 N 1Nt1 a c0 m m V Z d n � m 1-114'MIN. m EMB. `,��r ttgCF1M��/�i/ r• No.43409 JDIy80,2020 i $ PRODUCTS doo—ts Prepared W.// F� ) 5 7 29 20 UPDATE i0 7TH ED. 2020 FBC DAC SINGLE HUNG WINDOW Lyndon F. Schmidt //i '• 9r�'"`�+�`��� � J 0 06 I UPDATE D 6TH ED. 2017 FBC K P.E. No. 43409 0 y r0 2 9127116 ADDED ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. c" (A 1 6 26 15 UPDATE TO 5TH ED. 2014 FBC LFS P.O. Box 230, Valrieo, FL 33595 �° ro x ;' NO DATE 9Y VERTICAL & HORIZONTAL Phone No.. 813.659.9197 REVISIONS CROSS SECTIONS FSPE Registry No. 9813 ` 02014 R.W.etun.o Na OaNBULTANTB INC. �``%�"� 4 NOTE:Sheet Metal Screws must e' � K `penetrate a min.of 3 threads E ``�.� - p,• % J through at least 2 sheets of metal. :X g 7. �y o zz ro 1 / 2 18 4 p a ����-. `��`� m 6 3 0 v $ 21 INTERIOR �''' ..'sszpc m zsT C B o $ E m z m°o m cm x/ cs °J maam doz o / 2 3a X 3 14 12 N // 11 SEE NOTE 1 o � z ' Gl Gl oZ / 2 EXTERIOR 10 R _G z E 4 HORIZONTAL CROSS SECTION = 2 �y 3 3 Metal Stud Construction Lu N U Note: 3 K ffi �' 1.Lock and keeper located 7"from 6 o I o each end of lock/meefing rail. E o a ±50 PSF a a 20 lTfP) INTERIOR ' ' r 1-1/4'MIN. MAX.DESIGN PRESSURE FOR ALTERNATE 9 m EMB.(lyP.) ANCHORING LOCATION SHOWN ON THIS SHEET a B A EXTERIOR G1 8 a C 1 C N N N • 1 INTERIOR 18 4 0 22 13 N 18 4 0 wow o 21 21 0 24 N��z= LA ufnb<N c o o C omo¢o rr 9 •° cL D- d 9 d -I Q z G ,v ° p e � e.. n e N N'-•- 0 � w v 3 E nn�mb ° z ' $ •�° inanN--Z ° a Dan 2 19 74 Z s� N.T.S. D EXTERIOR �31 VERTICAL CROSS SECTION m 2 Gl G1 2 FMB. ' 3 2X Buck Maso Construction @ Head r�BY.. JK 3 Masonry Irutap on @ Sill CV.BY. LFS o. E 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ° ND.: a 3 2X Buds Masonry Construction 3 1 X Buck Masonry Construction FL-16851.2 _ o sHEEr 3 of 6 V a 3 EQ.SPACES 4 Q0 4"ll•Iitt an01'�` acv•;a v Z c$W SASH p 2X BUCK SASH Cpy �° E IS c°w "i O•t J600. D IX BUCK 2X SUB BUCK FRAME K STFRSTUD " �� E gz o 3ra a 2X BUCK o MASONRY TYP D a Z OPENING `�Z MASONRY 3 OPENING SASH SASH a m _ ?�, m 0 ---"- �- BUCKANCHORING - -- - FRAME ANCHORING - - --- -- --------- - �J���m ---- (SEESHEEI2) L 2XBUCK SASH z "o D TXBUCK FRAME _ N ^N`a �( STEEL STUD t= ON J TYP. o u z o En w w=w o LLvli W U [n z 2X BUCK - N a I u,MASONRY CONCRETE ANCHOR NOTES: o1.Concrete anchor locations of the comers may be adjusted to mo nkrin the m n. OPENING SASH oedge distance to mortar joints. ¢_ _W2.Concrete anchor locations noted as MAX.ON CENTER'must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchorsmaybe required to ensure the'MAX.ON CENTER'dimension me not exceeded. a a a z a Concrete anchor table: z MIN.:CLEARANCE::SyMTN GtEARANCE. ANCHOR.;;:ANCNQIt; %:Ml :i`,'F` :....; ... w 7PMAS0(JRS:`;: ::T4ADJACENL';;:: w1r 2/19/14 = :...: n. :i::ilr SIZE€:.? ;EMBED,MENf..; ..:. ANCHOR:,,, - D saeE N.T.S. e IN1-114" 2' 4" ire.er; JK m' TAPCON FRAME ANCHORING aoc !FS 3 ULTRACON° 1/4" 1-1/4" 1" 4" ALTERNA(MATE AXX.DP. 50 PS9NG(SEE 5HEET 3� DRNwwG NO, a # WOOD SCREW INSTALLATION NOTES: 1.Maintain a minimum 516"edge distance,1'end dstance,6 I"o.c.spacing of FL-t 685 7.2 a c wood screws to prevent the splitting of wood. sHEEr 4 or 6 v ar' R1ClientANew South Windows PERMANENT\A-Florida Product Approvals\FL-16851 Single Hudg\C-Drawings\FL-16851(2020)\FL-168512.dwg,5.6 2.29" 3.27' P l") 0.067' � Q F 0 2.74' 1.24" � O a � Tii CD 41 Tp% O. p y .q 'I fA a I W ;o At s ji j1.24'j 7� 's L 0 q z bi D b L 0.26' CD 1 7- w o 7 0 1.42" s T.; O In � 0 1.eF p ©�0.045" z � `�tttulnrgf m m L �o`F;SCHM No.43409 JUty 30,2020 2 ^ Q PRODUCT: Documents Pmpamd By. `z 5 7 29 20 UPDATE TO 7TH ED. 2020 FBC CAC SINGLE HUNG WINDOW Lyndon F. Schmidt �` I ro 4 3130120 ADD FRAME SIZE LFS P.E. No. 43409 '"•,%� '•�- �p��`� CNAL I0i 3 10 OB 17 UPDATE TO 6TH ED. 2017 FBC JK ffff1111111tt 2 9 27 16 ADDED ALT. ANCHOR LOCA77ON LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. x y 1 6 26 15 UPDATE TO 5TH ED. 2014 FBC LFS P.O. Box 230, Volrlco, FL 33595 IO1 N 1' NO DATE BY COMPONENTS Phone No.: 813.659.9197 REVISIONS FBPE Ragletry No. 9813 0 2014 R.W.BUILDING CONSULTANTS INC. Bill OFMATERIALS 1J0 ```1ic HEM 1 DESCROWON MATEQUL `��.�:%••.••• %' B 2X BUCK(SG>=0.42) WOOD � w "a 0 C 1/4"MAX.SHIM SPACE - =A'Al R * g a D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ] �+ Qr oz. .J� oam MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI :v%: _C m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE :� •., .' �� w_,n F #8 X 2-1/4"PPH SMS 11-7/16"MIN.EMBEDMENT) STEEL i/// �0., N>�z G 2XSTUD(SG>=0.42) WOOD / 1 _pp� Z U ..Y, N H #10 X 2-1/7'PPH SMS STEEL 9 o x Z°u J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 FY=33 W min.,Fu=45 Id min.) STEEL o i$ z.0 g w K #10 PPH SELF-DRILLING SMS STEEL o ' w° m a a la L #10 X 2'PPH SMS 11-1/2'MIN.EMBEDMENT) STEEL o 1 EXTRUDED VINYL FRAME(465)' RIGID PVC E o Z 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC o 3Wa 3 EXTRUDED VINYL GLAZING BEAD(425A)' RIGID PVC 4 SILL (469)' RIGID PVC 5 STILE(43B)' RIGID PVC 3 6 MEETING RAIL(477)' RIGID PVC 7 LOCK RAIL(476)' RIGID PVC 3 W o 8 BOTTOM RAIL(485B)' RIGID PVC o ' 9 MEETING RAIL REINFORCEMENT 6063-T5 ALUM m ? 10 LOCK RAIL REINFORCEMENT 6063-T5ALUM = w o`� 11 SASH LOCK 0 LL 12 KEEPER o m¢ 13 BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM 0 0 14 HEAD ADAPTER(473)' RIGID PVC a a 18 STILE REINFORCEMENT 6063=T5 ALUM— 6/B" E2 T m 20 WEATHERSTRIP - GLASS BITE 7/8"O A GLASS THK. 21 BALANCE COVER(468) RIGID PVC 22 SEALANT EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467)' RIGID PVC (PECORA#895) 24 BULB GASKET(AMESBURY) FOAM 1/8 ANNEALED GLASS o o o °THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY af N N N N EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".. Q W w=w o =N U � CD k� <� a owo�o � AIR SPACE 4a w¢w 1/8"ANNEALED GLA55 0 0 0 0 0 a0aoa i METAL REINFORCED BUTYL o o^e N N ^w = a rno�nnr- a Z I�hO CId m Q Z a G� GLAZING DETAIL n v n N^Z � BATE: 2/19/14 z 0 SCALE, N.T.S. � 5 3 GWG.BY: JK m ocnK.er: LFS 3 rc 3 GravnNc wo.: a FL-16851.2 0 N SMEEf 6 GF 6 0 u 1/19/2021 Florida Building Code Online o e( ® 0 ® • • 0 � 0 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I'Contact Us I ,BCIS Site Map I Links I Search I vp a om. Product Approval r USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FLJ15213'-R4 Application Type Revision: Code Version 2020' Application Status Approvgd Comments Archived 1 Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Category Subcategory Swinging:.Exterior:poor:Assemtilies:;;. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (71 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, RE. 0 Validation Checklist- Hardcopy Received Certificate of Independence FL15213 R4 COI (c) Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2009 ASTM E1996 2002 ASTM E330 2002 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgv3yVVKJZl QRC3FgPGdg9zi l y6l4%2bRVSjW ljB51%2blwxrw%3d%3d 1/5 1/19/2021 Florida Building Code Online additional use limitations,installation instructions and product FL15213 R4 AE (b) Eyal 15213.11.pdf particulars. Created by Independent Third Party:Yes 15213.12 1. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing "Snap Grain/Rustic/Mahogany Series N Frame"Glazing-Inswing/Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R4 II (b)Inst 15213.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings,any FL15213 R4 AE (b) Eval 15213.12.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. i 15213.13 m. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Snap Frame"Glazing -Inswing/Outswing (OXXO- Fiberglass Door % Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R4 II (b)Inst 15213.13.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings,any FL15213 R4 AE (b)Eyal 15213.13.pdf additional use limitations, installation instructions and proiduct Created by Independent Third Party:Yes particulars. n. Sm,00th/Wood Grain%White Wood 6'8"Non-Impact"Glazed�Fibergla' Ingle Door,utilizing;"Lip dos' ' 4i k, �`Grain/Rustic/Mahogahy('Serfes,N `. Lite—Glazing'.-Inswing/Outswing (X,-.Configuration)- ' Fiberglassboor Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R4 II (b) Inst 15213.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.14 for Design Pressure Ratings,any FL15213 R4 AE (b) Eval 15213.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing (OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R4 II (b) Inst 15213.15.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings,any FL15213 R4 AE (b) Eval 15213.15.Rdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. i 15213.16 p. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R4 II (b) Inst 15213.16.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.16 for Design Pressure Ratings,;any FL15213 R4 AE (b) Eval 15213.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. i 15213.17 q. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R4 II (b) Inst 15213.17 pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings,any FL15213 R4 AE (b) Eval 15213.17.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i 15213.18 r. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing (OXXO- Fiberglass Door Configuration) I https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQ i C3FgPGdg9zl1y614%2bRVSjWljB51%2blwxrw%3d%3d 4/5 C5 p p _a o 5200 W. CENTURY BLVD. nk z 0 9.,o I z LOS ANGELES, CA 90045 ........ - z d fill, 0 z Smooth 3I.T Wood Grain MA)I White Wood Grain � OVERALL WIDTH 0 0. Rustic/Mahogany ,9!M a.a.Series N Fiberglass Door E 0 N INSWING/OUTSWING "NON-IMPACT" z o C>An r: 2 a:Zn�; � 7 0 �n M �-= GENERAL NOTES S EL 1. This product has been evaluated and is in compliance with the 7th Edition(2020)Florida i� BuRcring Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" >M- 0 (HVHZ). 0 0 2. Product anchors shall be as listed and spaced as shown on detals.Anchor embedment to base material shall be beyond wall dressing or stucco. En 3. When used in areas requiring wind bome debris protection this product Is required to be z 0 protected with an impact resistant covering that complies with FBC Sections 1609.12& Fn R301.2.12 4. For 2x stud framing construction,anchoring of these units shag be the some as that shown for 2x buck masonry construction. PPPI 0 5. Site conditions that deviate from the details of this drawing require further engineering analysis o^ M E by a licensed engineer or registered architect z TABLE OF COKIE11ITS z —i SHEET# DESCWTION r, OATE:02116112 I Typical elevation,design pressures&general notes E-------------- 2 Door panel details sr N.T.S.IAm 3 Hodwrital cross sections Mr.�BY- JK M 4 Vertical cross sections INSWING 37.r x 82.0' +47.0 -50.0 C"L'ft I - — — 5 Buck and frame anchoring-2X buck masonry construction GI DRAW=MD-- 6 1 Frame anchoting-I X buck masonry construction OUTSWING 37.r x 80.r +50.0 -50.0 FL-15213.14a 7 1 Big of Materials,glazing detou&components SHM OF R'\ClientAPlastpro,Inc PERMANENAA-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2020)\FL-15213.12.1B.dwg,L14 I 79.25"MAX•DOOR PANEL HEIGHT I 63.0"MAX.D.L.O.HEIGHT 4 010 �\ p00 e v " `• � Al �0' Og -0 Err 0.97" V �= a a z oA, I � IM 0 Im --� 1,59 o ff 0 z�3 0 00 > G) y Z t7 z t"n r�s n �� O x I) '2 A Z y w m n rn m z mn z G7 " Z� M o sn 0 T M �^ — } 1.19" I Z N N A I F�f1 N 22 m 0 m m � N jNo,43408 0 Aug-t 5,2020 PRODUCT: Decumsnts Pmpomd ey:.v„ tB Lyndon F. Schmidt rfj •'•�.E,�, ��••(5 `��� tQi PLASTPRD INC. P.E. No. 43409 �N to 0 3 7 27 20 UPDATE TO 7TH ED. 2020 F9C LFS FIBERGLASS DOOR 2 10 1g 17 UPDATE TO 6TH ED. 2017 FBC LF5 Jittitt\ r- -1 rn ) PART OR ASSEMBLY: e� BUILDING CONSULTANTS, INC. y tq\ 1 04 22 15 UPDATE TO 57H ED. 2014 FBC JKI DOOR PANEL DETAILS py P•0. Box 23d, VDIrIco, FL 33595 NO DATE 8Y! Phone No.: a13.859.9197 REVISIONS If FBPE Registry No. 9813 ®2012 R.W.BUILDING CONSULTANTS INC. i R:\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C.Drawings\FL 15213(2020)\FL-15213.12-18.dwg,3.14 �z m -- n 3 � op O n w v � A �o .� V to zy this O Z � A A V W Q A W � X A A A v A N d W W W N m m M O M A W W A O �_ H 0 0 O �O G c� o = a Z a g.o �mJit- Z d 7. ' >p rn So ? No.43409 ADgust5,2020 # Q PRODUCT: DoeumenL Pmpand k B Lyndon F. 5 hmldt r� t? ••••......... `� PLASTPRO INC. P.E. No. 43409 IU+ Y o z\ J 7127120 UPDATE TO 7TH ED. (2020) FBC LFS FIBERGLASS DOOR //� ffflf1i1111\�� 2 10 19 17 UPDATE 70 6TH E0. 2017 f8C JBY PART OR ASSEMBLY: /r BUILDING CONSULTANTS, INC. 114 W N\ 1 4 22 15 UPDATE TO STH E0, (2014 FBC P•O. Bx30, Valrlco, FL 33595 rn NO DATE HORIZONTAL CROSS SECTIONS phone No.: 813.859.9197 REVISIONS I FT3PE Registry No. 9813 ®2C12 R.W.BUILDING CONSULTANTS INC. _ R:\Clients\Plastpro•Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-InsvAnglutsvnng\C-Drawings\FL 15213(2020)\FL-15213.12.18.dwg,4.14 m v A y0m o�jCm 4 0^ `�� ;e �T v 0 _ C0 V ZpO V ao O z O . M '4 ° a ° 4 w 0.1 S' > C'SINK ° ° m (Typ r— a. 1-1/4'MIN. EMB.(TYP.( �.t m ° ° g A ° O N 22 a e z m v' OD V o zz -1 i .. $ m n m 1-1/4°MIN. EMB.(TYP.) 1111111c, ��''i Na 43409 August 5,2020 fi o oI I PRODUCT: Document.Pmpamd , Lyndon F. Schmidt �i AZORID••��o`� I ro PLASTPRO INC. P.E. No. 43409 ���/ �Q�A�,�';\N I;' to 3 7 27 20 UPDATE TO 7TH ED. (2020)FBC LFS FlBERGLASS DOOR /lttttt►tt� o .N. `' r— y rn 2 10119117 UPDATE TO 6TH ED. 2017 FBC LFS pAFIT OR ASSEMBLY: t� BUILDING CONSULTANTS, INC. Iv �+ to\ 1 4 22 15 UPDATE TO 5TH ED. (2014) FBC JKi VERTICAL CROSS SECTIONS YV P., Box 230, Valrleo. FL 33595 -0, ry NO DATE BYi Phan. No.: 813.S59.9197 REVISIONS I I FBPE Registry No. 9813 • 0 2012 R.W.BUILDING CONSULTANTS IND. r W. / /•••. . •• \\ J OfDO '��rffl*11•��`` o roiTYP.HEAD m G C4••n JAMS TYP.HEAD& $ z o z Q u Em m o MASONRY MASONRY — JAMBS — `�" �`+a 9 d`o a OPENING e' a Nw 'm d`a 12 OPENING � o oz oW J D: w N2 Z FRAMEzR 0 0 om 2X BUCK — _ o y z z re(n> W 2X BUCK N 5 m } 5w v Qz �o 0 0 F VU a a mm I<' �m ona N^ O O O N N N N SUCK ANCHORING SMILE JAMB FRAME ANCHORING HINGE JAMB z Masonry 2X buck conshucfion `�w w g L CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. o 0 0 edge distance to mortarjoints. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to o o maintain the min.edge distance to mortorjoints,additional concrete anchors 28 >z z i may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. M 9 o n m 3.Concrete anchor table: ;y:::;a:.;; Jrq-. --?11A(Nr RANGE:`7NIN;CCEA'RANtE ......Ofi;:ANCHOR> :;i :5:>M1N.;::::::::::.:..,...,...,................::;;;;c:;:.......;._ •.....,C..:.......: 10 :..::.........:.....-.>:..:....:::::::...:: ::.::70;MASi71YRY.;::.;..:;.10 :::TYPE':.;::?i.'ii`SIz ';::,•'::..:.......... ............ii: ;t,:.::..;::..i`:'t:::;?::ii i;isii:..:....:...... ,i';;i °'^o ° ......::::.::.........:.::::::::.::::.:....... .-:•...........-:::::.....:....:::.-..: EDGE............ ..........ANCHOR........ 11 z o ITW M ah 02/18 12 z TAPCON® 2" 4r s N.T.S. 9 DeWALT 27 MG.ar: JK m' ULTRACON� 1/4" 1-1/4" 1" 4" cxK er: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWM No.: 1.Mafntaln a minimum 518"edge distance.1"end distance,&1"o.c.spacing of LATCH&DEADBOLTDETAIL HINGE DETAIL FL-15213.14 n wood screws to prevent the splitting of wood. sxo:r 5 or 7 O�: •.t�j_ii n V u :ZC t Q. '`^nn z . O—NS omm I to •• :pJ 3 c ci m i •... /♦ U j°d z J H 1 11 � U N..• n 9 10 L 0'Y TYP.HEAD& �, t E m z m z to Cl! — JAMBS 11 N i N g 9 o t a MASONRY "' " w tz m a a OPENING N °�,° =z E o o '1d 'n <Z HINGE DETAIL U U m0 FRAME *z o x off 2� to � J o U m S =�' Ix BUCKwo z En o s � a a U U U O O O O N N N VI z SMKEJAMB FRAMEANCHORING HINGEJAMS LATCHd DEADBOLTDETAIL W W W O Masonry I X buck construction E CONCRETE ANCHOR NOTES: w ' 1.Concrete onchorlocations at the comers may be adjusted to maintain the min. o 0 0 a edge distance to mortarjoints. 2 Concrete onchorlocations noted as MAX.ON CENTER"must be adjusted to v maintain the min.edge distance to mortar joints,additional concrete anchors >>> _zz o may be required to ensure the MAX.ON CENTER"dimension are not exceeded. o^^ F ` W 3.Concrete anchor table: 9 N 2 H 'C ......_........... .................... ...... ............... .. m N Q m ° : MIN?CLEARANCE:;`MIN::CLEARAN6E LL ANGHOR;;:11NCHOR. MINt:?;:G::::..:::.............................. N^N a (J n 0 :..............:..:: :.:...... EMBED TO:MASONRY....,.....70.ADJACENT..-:. SIZ�;#ii:' :::;.MENi z W ITW a TAPCON® 1/4' 1-1/4" 2' 4' nkx-02116 12 i N.T.S. ° DeWALT 1/4' 1-1/4" 1" 4' sum 6 ULTRACON DWG BY: JK m ITW ® 3/16" 1-1/4' 3" 1-1/7' a«.BY: LFS 3 TAPCON I Bruxwo NO.: WOOD SCREW INSTALLATION NOTES: N FL-15213.14 1.Maintain a minimum 518"edge distance,I"end distonce,d 1"o.c.spocing of 0 wood screws to prevent the splitting of wood. vmT 6 or 7 ro =V' * •,�� fan BILL OF MATERIALS z R,'g� z m REM DESCRIP110N MATERIAL ''i�'•••.... - '•°`` >>io z° A I BUCK SG>=0.55 WOOD �''� �L• ��`` z om' B 2X BUCK SG>=0.55 WOOD '��II1111 i� on.; C 1/4"MAX.SHIM SPACE c ; = i;Z°Z D 1/4"X 23/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL N �° L w o E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE '�' a w 'm a a 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 s . f3/16"X 31/4"PFH Q1^1 CONCRETESCREW STEEL ' E a= 1/4"x3-1/4"PFHITWCONCRETESCREW STEEL S N1/4"X 33/4"PFH TTW CONCRETE SCREW STEEL t, #10 X 2"PFH WOOD SCREW STEEL I —4.56'#8 X 2-1/7 PFH WOOD SCREW 1.15"MIN.EMBEDM STEEL#8 X 2"PFH WOOD SCREW STEEL o o w 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM z o vi o 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4"X4"BUTTHINGE SOH T�-24,C 213' a3 m W� 0 10 #9 X 1"PFH WOOD SCREW STEEL S w owi 11 #9 X 3/4"PFH WOOD SCREW STEEL HEAD A SIDE a m o 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 20 lamb o Jo 18 KWIKSETDEADBOLT-SIGNATURE SERIES 80 STEEL g m 4 20 FINGER JOINTED PINE FRAME.HEAD&HINGE JAMBS WOOD a a 21 POLYFIBER JAMB COMP./VINYL 5.63" m 27 LATCH STRIKE PLATE STEEL 4 " 28 DEAD80LT STRIKE PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD o�„ _ 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC N y r 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD z 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD w w w 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS _ ADJUSiABlE INSWING 7HRFSHOLD ADJUSiABlE INSWING THRESHOLD is J Om 41 DOOR SKIN MIN.0.075"THICK FIBERGLASS o 0 0 42 TOP RAIL CELLULAR/PVC 43 LATCH&HINGE STILE CELLULAR/PVC 4.6B" o 0 g 44 REINFORCEMENT WOOD FOR LOCKS 20"LONG WOOD N 45 BOTTOM RAIL CELLULAR/PVC c-+. t.,^w i 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD v m 49 GLAZING COMPOUND SILICONE � Dire 02116112,N_z 0 c 55 LIP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE �OU1SWWG BUMP THRESHOLDBUMP THRESHOLDi 56 ALUM.GLAZING SPACER ALUM. s N.T.S. ° 57 #8 x 1-1/2'PFH LITE FRAME SCREW STEM owc.BY. JK m 9 CHIC ft. LFS 3 a DROM ND.: FL-15213.14 a 5 0 mim 7 DF 7 d 6 2