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18-19749
CITY OF ZEPHYRHILLS 5335-8TH STREET T (813)780-0020 19749 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19749 Address: 4607 BLOSSOM BLVD Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ORANGE BLOSSOM RANCH Est. Value: Parcel Number: 15-26-21-017D-01800-OOAO Improv. Cost: 14,226.00 OWNER INFORMATION Date Issued: 5/31/2018 Name: JONES LINDA &WENTWORTH BRENDA Total Fees: 172.50 Address: 4607 BLOSSOM BLVD Amount Paid: 172.50 ZEPHYRHILLS FL 33542-5662 Date Paid: 5/31/2018 Phone: 813-220-8244 Work Desc: REPLACE 8 WINDOWS & 1 DOOR S/S CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 172.50 ze 3 1 (6 Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER misc.- ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspect!on 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. C OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-613-760-0021 ' Building Department i ' r Date Received Phone Contact for Permitting — -� f-rl--I--I-.- - IT Owner's Name Owner Phone Number Owner's Address B Owner Phone Number Fee Simple Titleholder Name F Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 10SX064 LOT# SUBDIVISION PARCEL ID# rY (OBTAINED FROM PROPER T NOTICE( WORK PROPOSED NEW CONSTR ADD/ALT SIGN = = DEMOLISH e INSTALL e REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ � =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION C 1 =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED I Y N FEE CURREN I Y 1 Address - Q &v License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREt Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREt Y/N Address License# F 1111111111111111111111111111111111111111111111111111111111111111111 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 subdivisions/large 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,Stormwater 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$2500,a Notice of Commencement is required. (A/C upgrades over$7500) 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 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 jurisdiction. 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 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. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed a s n to(or irm )b fore me this by by D 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 Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped r _ac�L�311UU. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS / ) Contractor/Homeowner: Date Received: 5- 2- Site: Z/&0.7 A6,55d)3-t �l Permit Type: yC (QC'- A t1j• Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: El This comment sheet shall be kept with the permit and/or plans. a -Plans Examiner IDate Contractor and/or Homeowner (Required when comments are present) .NVICI 30 ZT r zsw z 83ONVNIONO SITH'NAHdaz do..t.l.IO 3Hi QNb `�QOO Ow.LO313 IVNOI-LVN `3a0O ONicnins vcv8o,:j saooO ON111VAMId H 1 IIAA AldyV00-I IVHS Jp�tatiation Notes: MNewsouth WINDOWSOLLYHONS �i �ij15 M MAndow Specification.arid Detail Pursuant to:COntrect with NewSouth Window Solutions m First Floor Customer �00 lt�w Address: ` /4—Q /�� 1c3Zi3+SS� , ,r�&"e City:_-C y4-4!t4,«-5 A Zip: .a �} r�I If n'1 Phone:(H) (C) � t? �.��f Lf Ftwnt Grid tionS Contract Date: /j� Fe cto pe P 4 41 10 e,e, Fmm ScrOeres lnsutaYed ry p.: _ Customer Approval: Tow m Additional Information r (W x H) (w x i} (V x HjWNtoation Slie EXT/INT Sales MeasureOpening S% bake size )c 1(te 1 TqN 10 �},9 y�y1 2� x'711 x 3 x i G 7 A/hAe � x 74 x f x r `� 3 .. t f qff x -2 Lf �y x �3 x t $ �✓ '�oX t x i x x 16bz x 3 $ 6 lG'r 5'1.x 9 x vA x Y 10 x x x i1 x x 12 x x x is x x x 14 x x x 15 x x x is x x x 4 17 x x 1s x x x i8 x x - 20 x Door Specification and Detail Pursuant to Contract with NewSouth Window SolutionsS o 1f S t 1 Contract Date: wing Door gfj4eW5j NDO j Factory�t�' C?L�7T1Q►�ls Rep: '�' Cust Approval Customer: �„•a;G-SQJ *0T Address: �'r 7 � y� y ainting City: �y���fs Azzip: ?, a NewSouth not responsible for p Phone: (H): �_I_��,�®$.a'l�(W}; forma " Additional 6n D = a q ,,are (W x H) Handing T m or Hard (WxH) WxH} 3 T 4 o w n OS r _ Rough Make Size RH LH IS �t e{ Location Mode!# Page# Smooth Textured Sales Measure Measure ' (y' i 4 d`�`�$' ;� x b x S x 2 x x i 3 x x x 4 x x x 5 x x x x x x 7 6x x x T8 x x X x 9 1 x x 0 x x outside Out$tde �-^ outside p e Wke d Hinga Finish Codes n H>M mswtna inside Mill-Aluminumnl°hi Nbbin �61 ivic ae612 Bronze inside51oB nyhift nJ h.v�n6 oiy h Depths/Types outside-^ a s 16 s 1/a 6 9/16 71/4 V2, d' keN.naotlu�na° iY urside Customer and Measure Tech agree to Door Swing P{hlHsndONwMa inside ' t•h II.nJOmi»In° ._lUtll`i i_i..rv1 nuN+InY� ITcidO , Tech Initial Custtomer inid.:I f Florida Building Cade Online Page 1 of S sinoo- ' / ' - . t Mligla= BCIS Home � Log In User Registration Hot Topics Submit Surcharge Stats&Farts Publication; FBC Staff SCIS Site Map i Links Search bpr d Product Approval USER:Public User Product Approval Menu>Product w Aonil�,adon Search>AnoliCation�Lis t�>�Application Befall FL# w uFL16$51 R521 Application Type Revision�� _ Code Version 2017 REVIEW DATE � 1� Application Status Approved._.,....~ CITY OF ZEPHYR ILLS PLAN EXAMINE Comments D,/a� Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair bled tampa,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative ALL WORK SHALL Address/Phone/Email CODES F COMPLY WITH PREVAILING NATIONAL ORIDA BUILDING CODE, Quality Assurance Representative AND T ELECTRIC CODE, HE CITY OF ZEpFIYRHILLS Address/Phone/Email ORDINANCES Category Wind^ ..ow Subcategory Single Hung--' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt the Evaluation Report Florida License PE•43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1.King,P.E, J Validation Checklist-Hardcopy Received Certificate of Independence FL16 51 R5 COI-(b)Certificate of Git�ependence.odf 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 Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmrnTSTNdV... I/24/2018 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/27/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products Go to Page = a 0 d Page 1/2 0 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 EL 5051 1,pclf 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 INSi 16851.1 for Design Pressure Ratings,any FL16851 R5 AE (b)Eval 16851.1.1)df additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 16851:Y""""T'" �i.9400 Single Hung,Wlndow Extruded Vinyl"Non-Impact"Single Hung Tlit Window with T _--- —__-- Flange-(OJX--configuration)- -- Limits of Use Installation Instructions Approved for use in HVHZ:No ELM51 R5 11 (b)Inst 16$51.2 gdf 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 R5 AE (b)Eval 16851.2.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product 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 RS 11 (b)Inst 16851.3.pd( 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 RS AE (b)Eval 16851.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16851.4 d.94SO 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 RS II (b)Inst 16951.4.0f 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 R5 AE (b)Eval 16851.4.0df additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 16$51.5 e.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New Impact Rated-HVHZ Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL1685I R5 II (b)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 EL16851_RS AE {b)Eval_1685k,_5_-pjd_f additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 16851.6 F.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window with Impact Rated-HVHZ Flange(O/X-configuration) Limits of Use installation Instructions Approved for use in HVHZ:Yes FL16351 R5 II (b)Inst 16851.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P,E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?paratn=wGEVXQwtDgtmmTSTNdV... 1/24/2018 WAX.OVERALL FNGEMOTN NewSouth 4 ,4•' •t./'� 4c 5fi MAX OVERALL FRAME VWUM WINDOWSOLUTIONs 4401 y0a or�Ivdjompa,FL33610 'm oa A ``\ (0 �L 9400 Single Hung Window w/ Flange r 'WON-IMPACT' Y 4� � GENERAL NOTES 1. This product has been evacuated and is In compliance with the 6th Edition I20t 71 X ! 1 Florida Building Code(F8C1,excluding the"High Velocity Hurricane Torre" 11 ! L 2. Product anchors shall be as listed and spaced as shown on detais.Anchorembedment to base material shall be beyond wai dressing or stucco. I z 3. When used in areas requiring wind bome debris protection,this product is $ M required to be protected with an impact resistant covering that complies with m FBC Sections 16M.1.2 6,R301.2.T.2. W z� z } U N 4. For 2u stud framing construction,anchoring of these units shall be the some as m � � that spawn for2x buck masonry construction. � oQ S. Site conditions that deviate from the deloils of this drawing require further engineefing analysis by a licensed engineer or registered architect. onHo TABLE OF CONTENTS MAX.ovatAa MAX.QVERAtt: MAX'.. ' MAX e a o .. DFStG t'RESSURF SNEFTY DESCi PTIOR lhiU+t6E :rtA1KE. ' DlMENStDM D1M ' 2 GLASS. 1 Typical elevations,doso pressures&general notes • 0 . dtMB1SI0A DMIENSION arc 2 19 14 u "g .. . ... ;47.Wx34AC 2 Vertical&horizontal cross sections �..., N.T.S. 3 Vertical&hatizonfatcrosssections `56A"X77.P SILTX76P 4R79xUAC 01 +50.0 -50.0 OM.or: JK m' 4 Buck 6 frame anchoring ; Cm US 6 5 Components 37ZX73A' 360X7W 292rx3AC 331.7S"x32.44' Gl +65.0 -75.0 CROW NO.: a 6 ED Of maten glazing details ' r-�-lsssra o 9 sr+Ea t or O a R10ievftWew South ylindows PERMANENT0-Ftorida Pradutt ApprowislFL-1602 Single HUng1C-Drawi1gsll1L^16851(2017AFL-10513.dwS bb �o Nr O to ' M r+ n N G1 ap O Z A NN w O z O 9�b 1R � HM n S�� @ �VVVVY �jS+ ro'tv y�r Q N N N r m 0 it m s r Z + @ m tk nn n o CP w Z A • � {� 9 m �z m m N a � et+ firl v � o Nw N` • . a Ai 1� p • +• ft a • . � r • a b Qp •° � � w b IIIA I m to 1-1/4"MIN. 1.1/4"MN. Ew.pmyp.l Be.PP i\til/itclltrrrrlli G r jam NO 443408�••S*z OcWber 12,2017 Q PRODUCT: peowmfw PnMurtl W.M,r �ti• �,•• �� cl SINGLE HUNG WINDOW Lyndon F.Schmidt ¢! ••...«,.• `�� I N P.E. No. 43409 !!! \\\ IN 3 10 OH 17 UPDATE TO 9TH ED. 2017 iBC JK rrr/llllllll\\\ r, y agag, /6 ADDE ALT.ANCHDR LOCATI LFS PIUtT OR ASSEMBLY: BUIUMNO CONSULTANTS, INC. •"'ita 1 i UPDATE TO SIH E0. 2014 f8C LFSA.O. Borz 230,YNrSeo, PL 33S9S NO BY VEMAL do HORIZONTAL Ph-no Ho.: 813.8SD.9t97' EVI5 CROSS SECTIONS FBPE CA No. 9013 O 901 w R.W.DYLLOINp ppMIIILTAMe fNn. __,South_---__-Florida Product te_._Single »Dr&w'n9s _m__ _3-6 =r , . g� r7i� % O 2� Ca \ 3i _ k§ & f )§ � _ ` % @§o E§ �§ /B CID }§ �k ^ \{ &_ i§ ( k n ° � ( . , 5 \ § � • . ' ' z � - ' • ` ' . §2 0 - § EK • • . � . . . D§ r . ° n . . 0. EM,(IYP.1 A m: m7_ i EMS. , 2 ' ,�� � \ �_2m� 2 \ ! _ ,_UCT: ____ ) !§■� , , y} a _Br- MG �`SINGLE WINDOWN.\ ,� _ __ /'_m. I ■ <_ �_ PART a m_> . ~` / _aw__ \ � 5 __�mmm� m £ROSS &/© Phone No.: . 02014 R.W.__CQNNU"^WM INC- � .. ��.3 EQ.SPACES `a SASH F 2X BUCK 2XSUB D IXBUCK �' p BUCK FRAME K STEEL STUD 2X BUCK MASONRY D 3 OPENNG TYP. MASONRY °o a w SASH OPENING _ M �d AS SUCKANCHORM ftAA1EAHCNOR7NCa } i (SEE SHEET2) L 2XBUCK SASH a. D iXBUCK FRA�AE 'F � K sTEEL5T11D TYP. 0 3 2XBUCK ro n $ CONCRETEANCNOR NOTES: MASONRY 1.Concrete anchcrtoeotkns at the coaxers may be acWed to nrontan the mh OPENING g Sedge distance to mortar joints, SASH 2.Concrete anchortocoff=noted as WX.ON CEt17ER•nxW be adAzied to r maintain the nws.edge distance to mortar Jaarls,addBond conciate anchors `=°' • moy be regt*ed to emwe the MAX.ON ClEtaW dhonston are not exceeded. $n a 3.Concrete anchor table: c W 3 p f MIN.CWARAmcc MIN:.CLFARANCE i ANCItOtE ANCHOR MIN..; TO MASONRY TO ADmmr'. r °f z o° TYPE 51ZE EMBEDMENT EDGE' ....ANCHOR o uT 2 f 9 14 i TATCIItte i/C 1-1/4 T P vAs: N.T.S. ° A FMMEAKVKWJNG mc•ur. JK a' i UtTRACON ALTERNATE ANCHORING ISEE SHEE13) ewc or.. LF$ 3 (MAX.D.P.=50 ) oR"m�, a ' = WOOD SCREW INSTALLATION NOTES: FL-16651.2 c t.MantalnanYs>irnum5J8'eUgedBtance.!'end distance,bt"oc.spoctsgat v wood screws to prevent the spiffhp of wood. sr tars or�, O r. R • RIkCienlikNew South MAdows PERMANENT\A-Florida Product ApplovalAFL-16851 Single H-Ag% ZVI- 32r 0.062r*1062- IL �C 2.19" 2.7 1.2-C 13 ft p 1.24- _qEj o 0,26' 4a o 0��� -T T 0.21- kO.221 Tjg n- 0 A No.43409 OCB*W 12,2017 PROOUCT.- ow -IN, SINGLE HUNG WjN00w Z.. 1 43409 UPDATE TO 6TH Ul ;; ER +W7 ADDED ALT. VS PART OR Assms BUILDING CONSULTAINIM INC. LFS T�33595 :" RW 813.659.9197 5 26 15 UPDATE TO P.O. So.230.V.Ift., is Phano No.: 0, DATE COMPONENTS 0 201 4 R.W.9YILDiMO co.—T.M s 1Nfl ASLOFMATERTALS IIFM Of3Cl11J'110ND � • ....s�i���' B 2X BUCK(SG>=0.42 C i/4"MAX.SHIM SPACE ��rr D 1/4"X 2-3/d"PFH ELCO OR ITW CONCRETE SCREW STEEL ^ 4c z ¢ E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE r Cl i 301 OR HOLLOW BLOCK CONFORMING TO ASTM G90 R G 2XSTUD/4"G OA2{SMS{I-7/16"MIN.EMBEDMENT) WOOD ,', trtrt ItN � z d'e d H #10 X 2-1/2'PPH SMS STEEL a v oXv J STt3EL STUD Min.Thk.033"{ASTM A653 GRADE 33 Fy=33 ks min.,fu=45 k5i min.) STEEL K #TO PPH SELF-DRILLING SMS STEEL L #10 X 2 PPH SMS(I.1/T MIN.EMBEDMENT) STEEL v 1 EXTRUDED VINYL FRAME 465{' RIGID PVC °z° 2 EXTRUDED VINYL GLAZING BEAD( 36A)` RIGID PVC S 3 EXTRUDED VINYL GLAZING BEAT)(d25A• RIGID PVC d 4 SILL (469)' RIGIDPVC 5 STILE 438)• RIGID PVC 6 MEETING RAIL(477) RIGID PVC 3 LOCK OM IL(47 465E' RIGID PVC B BOTTOM a PVC 4 MEETING RAIL REINFORCEMENT 6063 RIGID S ALUM o j 10 LOCK RAIL REINFORCEMENT 6063-T5 ALUM x s 11 SASH LOCK W 12 KEEPER _ z o 13 BOTTOM RAIL REINFORCEMENT 6063-TS ALUM 4g � 15 14 HEAD ADAPTER(473)' RIGID PVC a a v 18 STILE REINFORCEMENT 6063-T5 ALUM y F 20 WEATHERSTRIP - GLASS BITE 7/8 O A.GLASS 1HK. x Y z 21 BALANCE COVER{46B) RIGID PVC 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467)• 1 RIGID PVC {PIRA*�L o 24 BULB GASKET{AMESBURY} FOAM 1/8 ANNEALED GLASS o c THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY N N EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". wSw o K o � n a AIR SPACE ,a [� I/8'ANNEALEDGLASS o MEUIL REINFORCED BUTYL n to n 2 O N N 4 h � GI GitAI1TfG DFTiUL ,�N-.Z u wus: N.T.S. ° 3 PRi.9r. JI( m Cm.81: US 3 XORlltlll°W?: R FL-76851.z 0 sr4zt 6 os 8 � R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 730 Valrieo,FL 33595 Phone 813.659.9197 Florida Hoard of Professional Engineers Certificate of Authorization No.9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions 9400 Single Hung Window Windows Single Hung 4901 Oak Fair Blvd w/Flange Tampa,FL 33610 "Non-impact" 813 626-6000 Scope: Product Evaluation report issued by R W Building Consultants,inc&Lyndon F.Schmidt,P.E.(System ID#1998)for NewSouth Window Solutions,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Dept,of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or to any other entity Involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-16851.2 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-16851.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Teatina Laboratory Signed by ATI C7180.07-501-44 AAMA/WDMAi101/I.S.2iA440-08 Architectural Testing,Inc. Michael D.Stremmel,P.E. TEL 02031566 TAS 201.202,203.94 Testing Evaluation Lab. William B.Shelton,P.E. 2. Drawing No. Prepared by Signed&Sealed b No.FL-16851.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that NewSouth Window Solutions Is manufacturing � �»��tifilll�� products within a quality assurance program that complies with ISO/IEC ,,,�l SCH 17020 and Guide 63. �� F' �� * IV No 43409 90• STATE 0 , ��NA1-����� Lyndon F.Schmidt,P.E. S0frtt/��1���� FL PE No.43409 10/12/2017 Sheet 1 of 1 Florida Building Code Online Page 1 of 5 ProfessionalBusiness Regulation BUS Home i Log In User Registration I Not Topics It Submit Surcharge Stats S Fads Publications i F8C Staff: BUS Site Map links Search O Product Approval USER:Public User ... r Product Approval Menu>Prntlutt or Aopllra[Ipn SeatU>Application Ust>Appliratlan Detail FL if 516842-R4 Application Type {Revision Code Version 52017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair bivd tampa,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Wlnd� ows� Subcategory Horizbhta,o Slider"`` Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C3 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. R Validation Checklist-Hardcopy Received Certificate of Independence FL16842 R4 COI (c)Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA301/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By hops:/Jwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 1/24/2018 Florida Building Cade Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/11/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Summary of Products Go to Page = a O o Page 1/2 +� FL# Model,Number or Name Description 16842.1 a.Series 9000 Model 9500 Slider Extruded Vinyl"Non-impact"Horizontal Sliding Window XO utilizing a Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 11 (b)Inst 16B42.1.odf 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 16842.1 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 15 42.l.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 16842.2 _ b.Series 9000 Model 9500-Slid6r---" Ektru'diidFVin'yi"Mon impact"Horizontal Slidincj Window w th Flange Instaiiation_(XOw OX-configurations)---__d Limits of Use Installation Instructions Approved for use in HVHZ:No FL16642 R4 11 (b)Inst 16842.2.odf 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:NIA Evaluation Reports Othen See INST 16842.2 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.3 c.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-Impact Rated Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 11 (b)Inst 16842.3.odf 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 16842.3 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.3.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 16842.4 d.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ;No FL16842 R4 11 (b)Inst 16842.4.ndf 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 16842.4 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 168414.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 16842.5 e,Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-Impact Rated-HVHZ Nall Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1.16842 g4 II (b)Inst 16842.5.pcif 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 16842.5 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.6 f.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated-HVHZ Flange Installation(XO or OX configurations) https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 1/24/2018 1EWINDOW SOLUTIONS —75"MAX.OVERALL FLANGE WIDTH -� NewSouth -ii�~• •• .� >>'i m 4901 Oak Pau vd.,Tampa,FL 33610 74•MAX.OVERALL FRAME WIDTH II ����'" `� Series 9000 Model 9500 �� z SLIDER XOa w/ Flange "NON-IMPACT' Z W � _ X p GENERAL NOTES z 411 1. This product has been evaluated and is in compliance with the 6th Edition s (2017)Florida Building Code(FBC)structural requkements excluding the / �� "High Velocity Hurricane Zone'(HVHZ). a a x 2. Product anchors shall be as fisted and spaced as shown on details. LL g Anchor embedment to base material shall be beyond wall dressing or .� stucco. - o 1`q r.F♦ 3. When used in areas requiring wind bome debris protection this product is H N requked to be protected with an impact resistant covering that complies w o with FBC Sections 1609.12&R3012.1.2. _ a saa� — $ 4. For 2x stud framing construction,anchoring of these units shall be the t3 some as that shown for 2x buck masonry construction. !v s 8 a S. Site conditions that deviate from the details of ft drawing requie further engineering analysis by a licensed engineer or registered architect 'AMX.bVaAAU MAX.bVERArt AM.-. ,:..'!W D PRESSURE N,1D+ DAr iDE. DAY 1NE z 7ABlE OF CONiENf2 RANGE. FltMW'' G41ss E (FS� m rn m a D1Mt3/SION D1/4ENSION .. .TYPE DMiEPiIfON' DDAENSIOk 'fQpEJi SW tXED) Pb& NEG. n ' z SHEET# DESCR1PTtOH oils 2 19 14 Z 1 Typical elevations,design pressures&generd notes 75A"X 630 74,W X 62D' 33s X 56.31" 33.r X 5775" Gi M5.0 +15.0 ii F 2 Vertical&horizontal crass sections G2 +55.0 -60.0 s N.T.S. 3 Vertical&horizontd cross sections ] 61A"X61.0° 64.D'X60.0 26.6"X54.31" 26.5'XS5.7S" Gt + owc.�° JK n 4 Buck&frame anchoring 50.0 -50.0 auc W. LFS Z 5 Components MOW 16 a 6 BE of mateAaIs and glazing details FL-16842.2 0 sHEa 1 or 6 G m..------ J •.,.,..«.., it NOTE:Sheet Metal Strews must pemftte a / K min.of 3 threads 1 hrov8h of bast 2 sheah of metal Imaintoinaadn.3/&edGedtstance}. C a�..x G2 • ° Fg �� 3�z • ' a Gl a • �a a"� �a� 4 . L Sul 1 F d Note: 2 C 7012 1.tad;and WOW located T from 2 S aP ecehendofiock/meeftSRO. 2 17 SEENOTE3 'o > z 2 Metd fader assembly located 2-from each end of the bottom fall. MtdStd_ td st CoTAL CROSS SECTION W IAnfi-dtsewedto headv4th 2� eu G2 GI (d)tlbx 1/2'PP14SMS. 5 � E � o � 3 EMB.M?.( A 4 V ti GZ G1 3 C C ! 2 1So ' N ! F 10 NON SEE NOTE i 11 7 GI G2 o z 14 SEE NOTE 2 rn ! 12 0 1 16 n n • ��12 G2 01 � � ---� �q 12 a W . .• o F °JQa� z $ D C m, t` • v ! B N N N Q 5 S !i Q no 6 1 E ° wa: 2179174 =°D D 2 9 t t/s'"N. ° � sue. N.T.S. s 1 EtviB.(IYP.} as.srr A e 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL SECTION 3 VERRCAL CRO SEC110N �^m a S 2 2X Buck Masonry Cotutmclion 2 1 X Buck Mosorrl��tlon 2 2X Buck Masoiry comtuction ys FL—t 6842.2 k i3 SNR7?Oi $ 0 K `````ssss* I� x��f NOTE:Sheet Metal Screws must penetrate a i y K min.of 3 threads through at least 2 sheets of metal(maintain a mitt 31W edge distance). I m Pie r i C 1 �N,� •g `�� n �j •.,, . • �� o O II $ d6 9ooa Gl a Oil = : 4 "6 i 1 L 5 � C z�„ Note: n 3 2 No F 1.Lock and keeper located T from 3 2 L5 17 SEE NOTE 3 c � each and of lock/meetksg dYa. g Gi 2 Metal rafter assembly heated 2 from �4� As HORIZONTAL CROSS SECTION y each and of the bottom raj. $ Meta1 Stud CoruUuctbn Zgg a All seared to head with G2 G1 5 � (6)#6 x l/2'PPN SMS. E �I b ALTERNATE ANCHORING LOCATION 3 S t-1/sMw. SHOWN ON THIS SHEET N FMB.(1YP.) A 4 S P. G2 GI 3 fr C C 2 15 �o x 8 n F r V L • Q H�N 10 GI G2 rn SEE NOTE 1 11 7 X Zo D 14 SEE NOTE 2 a' 12 0 1 16 o J o z $ G2 G1 O Q8� 5 . .. 3 D =' • • • • , AZ V 6 E v isle 2 19/14 = 3 e 9 1-1/4'MIN. wA, N.T.S. D i 2 EMS.(tYP.( ow.or. JK E CM WA 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEMON 3 VERBCAL CROSS SECTION �` LF5 a 3 2X Buck M."ConsConstructionBuckn $ IX Masonryors Cstruclion 3 2X Buck Masonry ConstructionConstruction °��M°"M." + FL-16&s2.4 0 srea 3 a 6 0 .Y G d MClients\New South Windows PERMANENT\A-ROtide Product Appmals\FL-26842 Hcrim trl S6d61C-Onn4rAjs\FL-1b842 Q0171\FL-]6642]•3dwg 41 _ 14 O F a •� Q gg z sk 0 0 a aN t o g ti ' � a P. o m Aaa ffMAX. O.C.{TTP.J og OT AL ILLJ xs m Z7ZN m t (TYP.J 1T(ITP.( (T p)� �� `1g1u7rEp7f� •% i• No.43408 y Odober00..22017 r PRODUCT: DoamsrisL v'.pa`d •ly.,•• ``' NowSouth LY"P.r 1 Na F4140a L ''i�72i !fit .• ,`,``� z J 9 22 17 UPDATE TO 6'TH ED. 2017 FHC JK �ffff E111151\l o I]]'• to 2 B 26 76 ADDED ALL ANCHOR LDGTION LFS PART OR ASSEMBLY: //�� BU0.DIXG CON6ULTAHIS. INC. J 1i P.O. Box 230. YalAeo. FL 53595 1 6 i5 UPDATE TO 57N ED. 2014 FBC LF5 BUCK& FRAME Phony No.: 61J.660A1D7 (C a •' NO DA BT ANCHORING FBPE CA. No. Y613 REVISIONS V 201 4 R.W.8--0 C0Nt1tILTAM�INC. RA NentANep South w F- y 329' 1.61' O � Q j 91 1.24°—� N a ❑ N o 0.46" c F' 026' ❑ as 0 � o w � Q q o 1.29' H 0.94° c q A 0.07' d rOO No.43408IT •�!*� Oot W OB,2017 s $ 4 PRODUCT.• -' `. �Ss ^ NcwSouth Lyndon F. Safanlat i �..ORg�•'�• P.E. No. 43406 '�/// %%\ IUI 3 9 22 77 UPDATE TO 8TH ED. 2077 F13C J //1ff111111U Z l0 2 9 26 T6 ADO ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: GD BUILDING CONSULTANTS. INC. 6 25 75 UPDATE 70 STH ED. 2074 FBC LF5 P.O. Box 230.Vamao. FL 33385 NO DATE BY Vl� Phone No.: 813.659.0197 R SIONS COMPONENTS FBPE C.A. No. 9B13 Z014 q.W.BUILOINn CONSULTANTS INC. off WILL aruATrTluls AIATfLtML �� �• B 2X BUCK(SG>=0.421 r = _ WOOD C 1/4"MAX.SHIM SPACE D 1/,(•X23/4"PFNQ.COORIIWCONCRETESCREW STEEL ���. ,• CONCRETE E MASONRY-3.0D0 PSI MIN.CONCRETE CONFORMING TO ACI ~%.......• '• .`�� ~+ a �i 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 gg F #8 X 2?PH SMS(1-1le MIN.EMBEDMENT) STEEL J STEEL STUD Min.Thk.(L93" (ASTM A653 GRADE 33 Fr--3313i min.,fu=45 ksi min.) STEEL 1/2' •$ K #10 PPH SELF-DRILLING SMS STEEL GLASS 811E 7/8'OA.GLASS THIL R E Z S L #10 X T PPH SMS 1-1l7'MlN.EMBEDMENT) STEEL GLAZING SEALANT '� a 1 EXTRUDED VINYL FRAME(439)1 RIGID PVC (PECORA#895) . 2 EXTRUDED VINYL GLAZING BEAD 7 A RIGID PVC 1/B"ANNEALED GLASS gg $z° m 3 EXTRUDED VINYL GLAZING BEAD 1425A • RIGID PVC O 81a 4 BOTTOM PAL{42461• RIGID PVC 5 TOP RAIL(478)• RIGID PVC 6 MEETING STILE(477)• RIGID PVC O 7 LOCK STILE(4761• RIGID PVC AIRSPACE y� 8 HANDLE STILE(475B)• RIGID PVC Vo 9 MEETING STILE REINFORCEMENT 6063-T5AWM O 1/B'ANNEAL1�GlA5s 'o ~q 10 LOCK STILE REINFORCEMENT 6063-T5 ALUM THERMOPLASTIC SPACER s m 11 SASH LOCK - Gl GUT#vG OETA1t z d o 12 KEEPER �o 14 ROLLER(TRUTH#2433-1000) d 15 SILL RISER 6063-T5 ALUM $ 16 ROLLER TRACK 6063-T5 ALUM a 17 ANT1419ALUMINUM 6063-TSALUM 20 lWEATHERSTRIP(.l&rX—Mj 3 1/2• •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY $ TRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GLASS ME 7/8 O A GLASS THK EX = 7° GLAZING SEALANT F (PECORA#895) N �' s 3/16 ANNEALED GLASS 0 8 z T� O Ccn AIR SPACE S : z Q 31le ANNEALED GLASS C on us y w = THERMOPLASTIC SPACER N N N, A"G2 GLAZING DETAft a m m o c mN-0 c a CA-M 2 19 14 0 scut N.T.S. aee,sr JK On ew.BY. LFS 3 a ORImm NO.: FL-16842.2 0 N smT 6 or B p a , R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Boa 230 Velrico,FL 33595 Phone 813.659.9197 Florida Board of Professional engineers Certificate of Aulhorizetion No.9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions Series 9000 Model 9600 Slider XO Windows Horizontal Slider 4901 Oak Fair Blvd wi Flange Tampa,FL 33610 "Non-Impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc,&Lyndon F.Schmidt,P.E.(System ID#1998)for NewSouth Window Solutions,based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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. Limitations: 1. This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection,this product is required to be protected with an Impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-16842.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16842.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by AT[C7536.07-501-44 AAMAIWDMAi10111.8.21A440-(06)(11) Architectural Testing,Inc. Michael D.Stremmel,P.E. TEL 02031566 TAS 201,202,203-94 Testing Evaluation Labs. William B.Shelton,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-16842.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants.Inc.(CA#9813) Lyndon F.Schmidt,P.E. �1111111/1/f1 4. Quality Assurance $CHIy�'�4, issued by National Accreditation and Management Certificate ofParticipation Instit Institute,certifying that Window Solutions is .G E I .*..... S Off, manufacturing products within a quality assurance program that complies. No 43409do = with ISOREC 17020 and Guide 53. 4 �9 STATE OF �' . O R � Lyndon F.Schmidt,P.E. FL PE No.43409 10/12/2017 Sheet 1 of 1 �'�ytlaR.9e4't� Florida Building Code Online Page I of 5 4 BCIS Home Log In j User Registration i Hot Topics Submit Surcharge i Stats&Facts Publications F13C Staff 13CIS Site Map Links I Search dtx, Product Approval b r X17 I r 4 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# ff'FL15213-R37 Application Type Revision— Code Version r261-7------' Application Status (Approvecl-- Comments Archived 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 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Subcategory Swinging-Exterior-Door-Assemblies. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. W I 1 Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R3 COI (b)Certificate of Independence.pc1f Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202,203 1994 https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZIQ... 5/11/2018 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15213 R3 Eauiv (a)Eouivalencv of Standards Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products Go to Page = d d 0 Page 1/24 4 FL# Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood 68"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.1.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 15213.1 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.1.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.2.1)df 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 15213.2 for Design Pressure Ratings,any FL15213 R3 AE (a) Eval 15213.2.Ddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.3 FGra,n/Rustic/Mahogany h/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- s Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.3.odf 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 15213.3 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.3.Ddf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.4.odf 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 15213.4 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.4.Ddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.5.Ddf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQ... 5/11/2018 Florida Building Code Online Page 4 of 5 15213.12 I.Smooth/Wood Grain/White Wood 68"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame"Glazing-Inswing/Outswing(XX- Fiberglass Door Configuration) Limits of Use installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)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, FL15213 R3 AE (a)Eval 15213.12.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.13 m.Smooth/Wood Grain/White 6'8"Non-Impact"Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Series N Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.13.Ddf 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, FL15213 R3 AE (a)Eval 15213.13.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.14-•— n--Smooth/Wood'Grain/White`Wood--6'8:"Non-Impact".•,Glazed,Fiberglass_Single Door utilizing"Lip EGrain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing (X—Configuration) "Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)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, FL15213 R3 AE (a)Eval 15213.14.1)df any additional use limitations,installation instructions and Created by Independent Third Party: Yes product 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 R3 II (a)Inst 15213.15.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 15213.15 for Design Pressure Ratings, FL15213 R3 AE (a)Eval 15213.15.pdf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.16 p, Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO Fiberglass Door -Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.16.1)df 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, FL15213 R3 AE (a)Eval 15213.16.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.17 q.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Lip Lite"Glazing-Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)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, FL15213 R3 AE (a) Eval 15213.17.1)df any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.18 r.Smooth/Wood Grain/White Wood 68"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.18.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 5/11/2018 RAO;enh\Plaslpre,Inc PERMANENT\A-Fledda Pr ua ApP als\FL-15213Fiberglass Dom-IAswing-Oulswbg\C-Drawings\FL15213(2O17)\FL-15213.12-18dw9214 F9.25"MAX DOOR PANEL HHGHT - 63.00'MAX D.L.O.HEIGHT�� 4 O O pjo$ N N A O ON_ � r$ O f x 1s9•--4Fl-i � m 0.97' S to N� C^Z O � 1.59'y _ A 0 H A A 0 A o _ F—ts9' —I o $ A Om n o0 A Lam N z 0 �,ti v. 0 �n x '^ 4 D Z D z N O m Zr 0 ' � N T A P W nA n n A N H � ay11 N `\11111IIIIrr]r A � ` V•'130EN8p••T A A 43409 ' October 19,2017 ¢ Q PRODUCT: _ ooeum.nb Pnsw— Lyndee F.SONmldl :�•'• 9�'•:'Q``��` IN N Z N FIBERGLASSIDOOR P.E.No.43409 /TSS,QPA`L w m 2 IO 19 I] UPpATE i0 6TN E0, 1017 MCLFS pgRi OR ASSEMBLY: fJ V BUILDING CONSULTANTS,INC. IV W jL IO I 4 22 13 Up OATE TO 5TR ED.(2014)FBC UK DOOR PANEL DETAILS �]V P'D.Box 230.Volrlco•F.33595 _ ns NO DATE BY Pnone No.:813.059.9197 REVISIONS FBPE C.A.No.9813 - O zosz w.w.euiuoiwo CwMe VLT�nTa l�o. k�Oants\Wtpro,Inc PERMANENT%A-FIorA,Product ApPms'IML-15213 flmgtass Door-Ins Na ,tamly\C-Dranings\FL 15213 R017j\R-1521312.1BCwg 314 vZ 0�a n�D A gg •��m 0 O V � NO c7 n °z FA PC PC O A aW xa� a a A N W W W N O O ww a rt1 m� o z O S V W � O l•e/l� p DOS G N �fl n �J .f m oy .^1-O y . > z `mgg� 54, a3� O a 0 m o Z G =*1 * e* October 19,2017 PRDDUCT: Deamnnn 9el�mltl Pnparetl t eY: a• r - Lyntlon F. //'CS����'•''Q�`` IW N PLASTPRO INC. P.E.No.a 9 S�'•"••- N o = FlR RCLASS DOOR /rrr�N..rlll 10 19 i2 UPDATE TO 03H E0. 2ol11 FHC LFS PART OR ASSEMBLY: �QA/BURDINO CCNSULTANB,INC. L" x in t a 22 is UPDATE 70 sn3 ED. 201a Fec �I< HORIZONTAL CROSS SECTIONS VV P Box 230,Valrlco,FL 33895 DATE Bl' P.C.11one No.:B73.889.9197 ----- - R NS FBPE C.A.No.9813 _ 0 2012 R.W.90,a.....0nxenv....,,n.e. R,CG,nts\Plaapm,Inc PEWANENT\A-H,r,Pmduot APpra IAFL-15213 Fiberglass Donn-Insuring-0,hmfi,g\C-D,a,,gs\FL15213(MI?Fl-15213.12-18Ewg414 m Q o g fl m a W ,• > O A � gA ER a =o .P �• � o A m .F ••• z m o z o A A • . N N , O CSINK m fryp) I-1/4°MIN. EM9.(TYPJ • gg � O 22 On as x y55y S.A • . O N A �0 n m� • A N � �T On = Z 0 • • A ° O V n EMB.(TYP., V. / No.43409 ' October 19,2017 PRODUCT: Deeummrte Pn d eY.'� Lrn4aw F.Schm1EL 'p�•'.!`ttraoR�'0 N o N FlBERGIA PLASTPRO ODOR P.E.No.,3409 %/fjj c _N:. y till III pl 2 10139117 UPDATE TO 6TH ED. 201] FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS,INC. I^ 4 y jS ut 104122115 UP—DATE TO 5M E0. T014 FBC UK VERTICAL CRD$$$ECTIDN$ YV P.O.Bosl 230.ValAeo,FL 33595 V y N NO DATE BY PS one No.:B13.e59.9197 FBPE CA No.9813 U 2012 w.w.Bulsolwo Cawuus•�wre lwc. i L ��J/rrnn na`� u r;d TYP.HEAD e„i d _ &JAMBS n TYP.HEAD& g 9 ONRY7 _ JAMBS — ` 9 OPENING OPENING r \ ^'na m a VVV T$E oz N 2 U FRAME ^O ^0 0 0� 2X BUCK O 2X BUCK wW = I Ad hk4 -- N BUCKANCHORING STRIKEJAMB FRAME ANCHORING HINGEJAMB 0 Masonry 2X buck construction _� CONCRETE ANCHOR NOTES: rc I.Concrete anchor locations at the comers maybe adlusfetl fo moiniafn the min. H� edge distance to marfarjoints. 2.Concrete anchor locations noted as"MAX.ON CENTER'must be adjusted to $$ maintain the min.edge distance to modarjoinis,additional concrete anchors p8 _ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 3.Concrete anchor table: ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE K �� a¢o 7O MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR �� ❑ M - :ITW a 1/4" 1.1/4" 2" 4" 02 12 TAPCON scut: N..TT.S. ELCO Z� ovc.ec JK 'm ULTRACON® 1/4" 1.1/4" 1 4" LFS ; WOOD SCREW INSTALLATION NOTES: 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of LATCH d DEADSOLTDE7AIL HINGEDETAIL FL-15213.14 wood screws to prevent the splitting of wood. sr¢a 5 or 7 n i In`�•``Y` u N m z VVv Z YOU N 7YP.HEAD& 10 \N N g N g 9 m c a MASONRY — JAMBS — 11 VLF "o '� 'm a`a E OPENING n HINGE DETAIL u es FRAME 6 z0 o x� Li or i rc m =U I BUCK amp ai 28 G a G a 0 4�m D 27 66 STRIKEJAMB FRAMEANCHORING HINGEJAMB LATCH&DEADBOLTDETAIL do 0 Masonry l%buck conshuction x� u CONCRETEANCHOR NOTES: 3 I.Concrete anchor lo"Itom of the carers may be odlusled to maintain the min. edge distance to m ol"joints. k'a 2.Concrete anchor locotf—rated as MAX.ON CENIER'musf be adjusted to �c ainfain the min.edge distance to mod"joints,additional concrete anchors may be required to"sure fhe'MAX.ON CENTER dhnemion are not exceeded. 3.Conaefe anchor fade: - w ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE ° TYPE SIZE EMBEDMENT. TO MASONRY TO ADJACEM _'o EDGE ANCHOR -O RYI a z 'a TAPCON° 114' 1-1/4- 2 4' -Tc 02 /6 ]2 W ELCO 1/4' 1.1/4' 1' 4' scut N.T.S. 9 ULTRACON oxs.o-r: JK m' 17W 3/14' 1.1/4' 3' 1-1/P cxx er: LFS 3 TAPCON° g ow.:nxc nc.: rc WOOD SCREW INSTALLATION NOTES: c I.Maintain a minimum 5/8'edge distance,I'and distance,&1'o.c.spacing of FL-1521 J.14 n wood straws to prevent the splitting of wood. sxca B of 7 O a ........... =o: 3 g:Za-gym =N':o z &cod BILL OF MATERIALS ��i•'-, REM DESCRIPTION MATERIAL �'. )'••.,_ _ ,� � n m A I BUCK SG>=0.55 WOOD B 2X BUCK SIG>=0.55 WOOD C 1/4"MAX.SHIM SPACE D 114"X23/4'PFHELCOORITW CONCRETE SCREW STEEL N goo ymg MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ^a'" a E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16"X3-1/4"PFH ITW CONCRETE SCREW STEEL E S= H 114"x3-1/4"PFH RW CONCRETE SCREW STEEL J I/4"X 33/4"PFH ITW CONCRETE SCREW STEEL 56"° K #lOX7'PFH WOOD SCREW STEEL 4. c, L #8 X 2-1 IT PFH WOOD SCREW 1.15'MIN.EMBEDMENT) STEEL L Z M #8 X 7 PFH WOOD SCREW STEEL 7 FORCE S WEATHER STRIPPING BY ENDURA FOAM zo yo 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM T I o y g s o, 9 4"X 4"BUTT HINGE STEEL 1 2.44"—.{---2137" 10 #9X I"PFH WOOD SCREW STEEL 5 ^I 11 #9X3/4"PFH WOOD SCREW STEEL HEADd SIDE 17 KWIKSEFKEYEDDRY-SIGNATURE SERIES STEEL 2D Jamb c J 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL 0 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD a 21 POLYFIBER JAMB COMP./VINYL 5.63" 27 LATCH STRIKE PLATE STEEL 4.56° m 28 DEADBOLT STRIKE PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM./WOOD 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD z 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD �\ADJUSTABLE INSWING THRESHOLD /1 ADJUSTABLEINSWING THRESHOLD 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - N c 41 DOOR SKIN MIN.0.075'THICKI FIBERGLASS o o 42 TOP RAIL CELLULAR/PVC 43 LATCH&HINGE STILE CELLULAR/PVC 4.68" 8 S 8 44 REINFORCEMENT WOOD FOR LOCKS 20'LONG WOOD _ 45 BOTTOM RAIL CELLULAR/PVC 2 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD r d o 49 GLAZING COMPOUND SIUCONE 55 LIP UITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE 56 GLAZING SPACER ALUM. �ZOUTSWING BUMPTHRESHOID a�D:02 18 12 _ t 57 #8 x 1-1/7'PFH LITE FRAME SCREW STEEL M N.T.S. _ B Dwc,er: JK ar er: LFS 3 — DRAWrG N0.: - FL-15213.14 os u 7 or 7 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Val rico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product ► , / t► ► 2017 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth I Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic!Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 InswinglOutswing-"Non-Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro Inc., based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15213.14 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by CTLA 900W5-3 101/I.S.2-97 Certified Testing Lab. Ramesh Patel, P.E. CTLA 900W5-4 101/I.S.2-97 Certified Testing Lab. Ramesh Patel, P.E. 2. Drawing No. Prepared by Signed&Sealed by No. FL-15213.14 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. �� ��rl"i/; o��o c t.,3409 v �Yv ®�o STATE OF 4 C�o Lyndon F.Schmidt,P.E. .� FL PE No.43409 ANQ�t °",f �' 10/19/2017 Sheet 1 of 1 y �0 2018084566 Permit No. Parcel ID No 1&26-21-017D-018OD-OOAO rr NOTICE OF COMMENCEMENT //y State of r'r� County of_Pa THE UNDERSIGNED hereby gives notice.that improvement will be made to certain real property,and in accordance with Chapter713,Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel Identification No. 15-26-21-01713-01800-00A0 Street Address:.4607 BLOSSOM BOULEVARD ZEPHYRHILLS,FL33542 2. General Description of Improvement REMOVE AND REPLACE SIZE FOR SIZE WINDOWS AND/OR DOORS 3. Owner Information or Lessee Information if the Lessee contracted for the improvement: JONES LINDA L& WENTWORTH BRENDA 4607 BLOSSLVD ZEPHYRHILLS FL Address City State Interest in Property: OWNER Name of Fee Simple Titleholder. - (if different from Owner fisted above) Address City State 4. Contractor. NewSouth Window 4901 Id&Fair Blvd. Tampa FL Address City State Contractors Telephone No.:. 813-626-6000 5. Surety: Name Address RCpt:1958612 Rea: 10.00 Amount of Bond: $ DS: 0.00 I T: 0.00 6. Lender: . 05/21/2018 M. F. , Dpty Clerk Name Address City State Lenders Telephone No 7. Persons within the-State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(t)(a)(7),Florida Statutes: Name PAULA S.O'NEIL,Ph.D.PASCO CLERK I COMPTROLLER ,address - 05/21/2018 08I:�511am FG I Telephone Number ofDesignetedPe(son: � OR BK 97` I Gl93 8. In addition to himse_If,the owner designates -- -ar= to recelve a copy of the:Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the,completion.of construction and.final payment to the contractor,but will be one year from the data of recording unless a diflerent date is specified):, WARNING TO OWNER:.ANY.PAYMENTS,MADE BY.THE OWNER AFTER THE EXPIRATION-OF.THL NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER'CHAPTER.713,.PART 1, SECTION 713.13.FLORIDA.STATUTES..AND CAN RESULT'IN YOUR PAYING.TWICE.FOR'.IMPROVEMENTS.TO.YOUR.PROPERTY.:.'A.NOTICE OF COMMENCEMENT MUST.'BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION...IF YOU INTEND TO OBTAIN FINANCING,CONSULT. WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.' Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts slated therein are true to the'best of my knowledge and belief. STATE OF FLORIDA �Q COUNTY OF PASCO o<i SignatdFe.QWwner or Lessee,or Au{s or Lessee's thorized Officei/Direct6NPartneBManager Signatoty's Title/Office l The foregoing instrument was acknowledged before me this/ day.of ,20�by..L, ��a as_ , � t (type of authority,e.g.,officer,trustee,attomey in fact)for (name arty on behalf of whom linstru nnl�J'►/gsexecuted). Personally Known 0�P.roduc_ed Identification� Notary Signature 1""�I�Y'� Type df Identification Produced L__ Name(Print) SUSAN L. PIKER PAY COMMISSION:#FF990697 T' -"� Q EXPIRES'January 14,2020 00713080'53 Flondallotar Sarvicc.corn wpdatalbcslnoticeco mmenceme nt_pc053048 STATE bF FLORIDA,COUNTY OF PASCO THIS IS TO'CERTIFY THATTHE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT SS ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF 2a�5 PAULA 'NEIL,CL RK&C MPTROLLER 6 DEPUTY CLERK