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19-20642
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20642 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20642 Address: 5907 GREENBERRY CT 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: WEDGEWOOD MANOR Est. Value: Parcel Number: 10-26-21-0120-00000-0510 Improv. Cost: 11,958.00 1 OWNER INFORMATION Date Issued: 1/18/2019 Name: NARUM TERRY L & JEANNE Total Fees: 150.00 Address: 5907 GREENBERRY CT Amount Paid: 150.00 ZEPHYRHILLS, FL. 33542 Date Paid: 1/18/2019 Phone: (701)720-3492 Work Desc: REPLACE 8 WINDOW / 1 DOOR CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 150.00 C 1 Ins ections Required FO TER 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 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 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. qWRACT45R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � e 81"SU020 City of Zephyrhilis Permit Application Fax-SM780-M21 BulidIng Department Date Received Phone Contact for Parmittln / v Trrr owners Name ARUM TERRY L&JEANNE C Owner Phone Number 701-720-3492 Owners Address 5907 GREENBERRY CT ZFPHYRHILLS PL 3354 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fes Simple TitlshoWsr Address JOB ADDRESS 5907 GREENBERRY COURT LOT tl S 1 SUBDMSION WEDGEWOOD MANOR PARCEL ID# 10-26-21-0120-00000-0510 (OBTAINED FROM PROPERTY TA[NOTICE) WORK PROPOSED e NEW Cofm e ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR 0 COMM OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = —� DESCRIPTION OF WORK REM/REP SAME SIZE WINDOWS 8,ENTRY DOOR 1 BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ 11,958 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL s AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $__ a) /j Vv =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 2N I(j 5e ICU, =GAS = ROOFING 0 SPECIALTY = OTHER /nVV(� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO tf / NEW SOUTH WINDOW BUILDER OMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA I Y I N Address 10741 C OSSROADS COMMERCE BLVD,TAMPK 33610 Licensed 1330822 ELECTRICIAN COMPANY SIGNATURE REGISTERED I YIN FEEeuRRen Y f N Address I License F PLUMBER COMPANY SIGNATURE REGISTERED I YIN FEE CURIM I Y/N Address License* MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEECURREn LILN Address License f OTHER COMPANY SIGNATURE REGISTERED I YIN I FEE CURREh Address License O 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new censtruGdOn. Wln(mum ten(10)working days after submittal date. Required ondte,Construction Plans,Stomuwater Plans w/S01 Fence Installed. Sanitary Facilities&1 dumpster,Site Work Permit for subdivialonsflerge projects COMMERCIAL Attach(2)complete sets of Sullding Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permtt for new construction. Minimum ten(10)working days after submittal date. Required onsite,Ce nstniction Plans,Startmaeter Plans w1 Slit 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 rKulred for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign beck of application.notarized If over$2600,a Notice of Commencement is required. (A/C upgmdss over$70001 Agent(for the contractor)or Power of Attamey(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 ula,!'uplMflR IP+eyQ{Nlnl� RS.O 8G£ILO!'! 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If you wish to change from screen or vinyl windows to glass;then additional information is required. 6) All windows to wall connections shall be left visible for inspection_. 7) All labeling and stickers shall remain on windows until final inspection: -8), No work shall start without permit first. t Generalized Building Schematic 10-26-21-0120-00000-0510 Card: 001 34 10 U P 1q r 34 34 ! 'Q 35 42 BA5 17 24 5 5 15 15 POPS 9 Fit 23 5 iq2 7 20 0. v. MAM Contour _ op- Prairie Pretrie Colonial > Terrysered . o`O Ob=re lMPW Ful, ra NF ww Box 901 ZZ 'AR!tpm , iy � x x (`x+ x x x x x x x x x x x x x x x x x iS An A A ► b r � -tf Y x x x x x x x _x x x x x x x x x x x x x . 0 N � O \1 s Z ./1 x x x x x x x x x x x x x x x x x x x x x co Z 3 ci 21 " QZ OQQr�( No�� oz .. �3 V Q 4 Door Specification and Detail Pursuant to Contract with NewSouth Window Solutions '�� ���Swing Door Add=e�n-d—um1 tc/. �i RNe A!Customer: Jr { f! c [P' ` <l r t / i I�DNOW SOLUTIONS Contract Date: Address: Factory Re 7.Cob fr Vcl .-� v City:/+: s Y= _ zip: _,.� L' z i.'._' Cust Appr:, ' � � -/ 1 Phone: (IK} i f t/.r,r �} 1 '� J y NewSouth not responsible for paufting or st ;;: . 1.C.;. /; 1 - /• J.(. „`! `!':!., / D o v (W x H) (W x H) (W x H) Handing 3 i _ > O o @ a $ Additional information r 9 s = or Hardware Location Model# Page# Smooth Textured Sales Measure Rough Make Size RN LH IS OS s T Measure fit:; x /./s x x X I jp 3 L =i' 1 ar 2 x x x 3 x x x 4 x x x 5 X x x 6 x x x 7 x x x 8 x, x x 9 x x x 01 x x I x Hardware and Hinge Finish Codes Sill Finishes Codes outside outside outside 630 Stainless Steel Mill-Aluminum 619 Satin Nickel US15 619 Nickel 11.._._ 613 Oil Rubbed Bronze US10B 612 Bronze qN".4InaNne 'r,Mena Intwers Jamb Depths/Types egnrw^a'"vn�^s inside inside inside 49/16 51/4 69116 71/4 outside outside outside Customer and Measure Tech agree to Door Swing qM was pyrme left was Onhwi� wsm wnaoaaane inside unwnawe.^y inside Inside Tech Initial Customer Initial Florida Building Code Online Page I of 3 BCIS Home ! Log In ! User Registration i Hot Topics Submit Surcharge i Slats&Fads Publications FBC Stag! BCIS Site Map Links Search bb H Product Approval USER:Public User -1 Product Aooroval Menu>Product or Anollca Ion Search>Application Lisj>Application Detail .3rS ass. y f4.,. .. _ FL# 15378 R3- Application Type Revision; Code Version 2037 �� Application Status A`ppfo� ved— Comments Archived I J Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 ALL WORK SHALL COMPLY WITH PREVAILING (513)284-0129 ne danochstein@ 9W- CWRIDA BUILDING CODE, stein NATIONAL ELECTRIC CODE, Authorized Signature Vivian Wright AND THE CITY OF ZEPHYRHILLS rickw@rwbldgconGMINANCES Technical Representative Address/Phone/Email Vle"VDMIS DAFC Quality Assurance Representative �I,�Y Q g `, 8 Address/Phone/Email Ivs� �P RMICt� Z Category Windows"'~µ ,1/d N'��`p Subcategory ung.m-- H —" Compliance Method Evaluation Report from a Florida Registered Architect or a Licens Florida Professional Engineer C 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. LJi Validation Checklist-Hardcopy Received Certificate of Independence FL1 378 R3 0j_(gj.Certifica e of Inde[endence.pdI Referenced Standard and Year(of Standard) StandargI Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floe•idabuilding.org/pi/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1/15/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15378.1 a.DuraGard Double Hung Window DuraGard New Construction(Nail Fin)"Non-Impact"Vinyl Double Hung Window.(X/X-configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ:No FI].537$_R3 jj a frig15:78.1.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 15378.1 for Design Pressure Ratings,any FL1537f (t3 AE (a)Eval 1537%11.pdf additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. 1153,, b..DuraGard:DoubllepHung,Wind6W` 'auraGar'dkR'ep'lacement"Non=Impact;Vinyl,.Double�Hu g �� `,'•'. ,^Window.(X/X'-rcoiifrguiation;.,-a _Sife'S4lz 75)' Limits of Use Installation Instructions- Approved for use in HVHZ:No F7.1.5378_R3 Il fa)-Inst 15378.�.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 15378.2 for Design Pressure Ratings,any F1_107_! -R3 AE (a)Eval 15 Z8.2.odf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15378.3 c.Sashlite Double Hung Window Sashlite New Construction(Nail Fin)"Non-Impact"Vinyl Double Hung Window(X/X-configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15378.R3 II (a Inst 15378.3_h)ir 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 15378.3 for Design Pressure Ratings,any FL15178 R3 AE (a)Eva[15378.3.odf additional use limitations,installation instructions and Created by'Independent Third Party:Yes product particulars. 15378.4 d.Sashllte Double Hung Window Sashlite Replacement"Non-Impact"Vinyl Double Hung Window(X/X configuration; Max Size 54 x 75) Limits.of Use Installation Instructions Approved for use in HVHZ:No FLiSyf"15JR3_II a InsG_1537t�4.p_dr 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 15378.4 for Design Pressure Ratings,any &15378 R3 15378.4.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15378.5 e.DuraGard Double Hung Window DuraGard New Construction(Nail Fin)"Impact'Vinyl Double Hung Window(X/X-configuration; Max Size 40 x 72) Limits of Use Installation Instructions Approved for use in HVHZ:No FL153.78 R3 IT (a)Inst 15378.5.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 EvaluatfowReports Other:See INST 15378.5 for Design Pressure Ratings,any FL25378 R3 AE a Eval 15378_5,pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15378.6 f.DuraGard Double Hung Window DuraGard Replacement"Impact"Vinyl Double Hung Window (X/X-configuration;Max Siie 40 x_72) Limits of Use Installation Instructions Approved for,use in HVHZ:No FL15378 R3 Il'(a)Inst 15378.6.ndf Approved'for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Inde pendent,Third-Party:Yes Design Pressure:N/A Evaluatiori.Reports Dther;�See,INST 15378.6 for Design Pressure Ratings,any littps://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd W l... 1/15/2018 WINDOWsOLUTIONs �> MAX.OVERALL - 'i �� o IDm L T / FRAME WIDTH 4901 Oa-7c a� t� .,Tampa,FL 33610 o n Z h m U N.. Z VN P.E Double Hun m m DuraGard aZ g Window X s y "NON-IMPACT' 0 W z � a� GENERAL NOTES o 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida & a Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" (HVHZ). x m 2. Product anchors shall be as fisted and spaced as shown on detais,Anchor embedment to base material shall be beyond wall dressing or stucco. N 0 3. When used in areas requiring wind borne debris protection this product is required to be ti protected with an impact resistant covering that complies with FBC Sections 1609.1.2& o a R301.2.1.2. 4. For 2xstud framing construction,anchoring of these units shall be the some as that I Q shown for 1(buck masonry construction. 0 5. Site conditions that deviate from the details of this drawing require further engineering Z analysis by a licensed engineer or registered architect. I E w z TABLE OF CONTENTS o_ SHEET# DESCRIPTION 1 Typical elevations,design pressures&general notes DAM 6117115 i -- MAX.. '. MA&; DESIGN PRZ$URE''. ,. 2 Vertical&horizontal cross sections t 3 (Vertical&horizontal cross sections FRAME D.LO. GLASS,' N.LS. 4 Buck&frame anchoring DIMENSION, }IMENSION_ TYPE DIG BY, dK a g -- POi:'.` NEG. c}x.er. LFS s z 5 Components +35.0 35.0 m 6 Bill of materials and glazing details Danwm xD.: g 9 54.0"X 75.0" 47.87X 33.B7 Gt FL-15378.2' p N • D svct7 1 or 6 ' R.\Clients\New South Windows PERMANENT\A-Flofida Product Approvals\FL-15378 Double Hung\C-Drawings\FL-15378(2017)1FL-15378.dwg.2.2 A vZ w-• O` n • d n �n „ O 0 D O wN v D � N 0 ! - --N ww °z (o I �_ to m m w O N •O +� •' O A O � N •o N N r` LLLJJJ ��'TT t� � • I I O o I I e Z ,d O• w ! O � 1-1/4"MIN. --` EMB.(TYP.) I22 22 1-1/4 MIN. EMB.(TYP.) ---- \\\\\III I1111///7'' L No.43609 October 12,20i7= + — a T ` PRODUCT: Dmumanb ro W.Pmpad Lyndon F. SehrMdt �j(�••••:2 fl�•'• �� DOUBLE HUNG WINDOW No. 434D9 �N�/�HAL ��� r ;-f PART OR ASSEMBLY: _ .�iD BUILDING CONSULTANTS, INC. I� po N x } 9 26 it UPDATE 70 67H ED. 2017)FBC JKP-O. Box 230, Valrleo, FL 33595 U NO DATE BY VER77CAL & HORIZONTAL Phone No.% B13.659.9197 REVISIONS CROSS SECTIONS FEIPE,CA. No. 9813 0 2015 R.W.9UILofNO cam.-T.INC. PkCJ1e,1t!ANew South Windows FiRMANENTIA-Florida Product Apl>TmalsVL-15378 Double Hunq\C-rxaiVing$\FL-1537812017)\FL-15378,dn 32 -7. 0 94 n 0 4 4 CO > 0 0 M C3 0 m 0 r) o rn '0 R; ca 0 No.43409 October 12,20173 PRODUCT.,D F. schmicit :Lyndon' 7'on' ........ DOUBLE HUNG WINDOW P Ed No. 43409 "0 410)VAL C PART-OR BUILDING,CONSULTANTS, INC. 1V _�8�SEMSLY-, m 26 17 UPDATE To 6TH ED. (207 7),FOC tn JK RU(P-0- Box 230.V-Jrfco, FL 33898 NO DATE VERTICAL & HORIZOMAL t_ - By CROSS SECTIONS Phone No.. Slmr,59.91l;7 R.W.But 4 R S19ONS FOPE Ck No. 9813 p.e Zen ri TP.) _ _ P) `v• . Q zSF z'ogr v 9m0m y �v" maid D 0 TV. "v P TYP. o M TfP. 'o J?'6 c 2X SUB IX SUB 2X SUB BUCK BUCK m BUCK z c'w FRAME FRAME MASONRY MASONRY MASONRY N �� m OPENING a OPENING f OPENING O 4 j q O � a 3 $ a a r c m 2X BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING N En 2X BUCK i X BUCK d • w cn CONCRETE ANCHOR NOTES: t.Concrete anchorlocallons of the comers may be adjusted to mafnfoln the min. q -2 edge distance to mortorjoints. Z o 'tea 2.Concrete anchor locations noted os MAX.ON CENTER"must be adjusted to maintain the min.edge distance to modarjoinis,additional concrete anchars ^4 may be required to ensure the MAX.ON CENTER'dimemion are not exceeded. a 3.Concrete anchor table: a o n a ;.:`MtN,:CLEARANCE MIN.CLEARANCE ANCHOR: ANCHOR MtN TOMASONRY ` ''`YO,A6jAC ENT, TYPE SIZE EMBEDMEPIT. EDGE ANCHOR",''. a.Te 6 17/75 _ ITW 0 3A ON@ 1/C 11/4" 2° 9 scat N.T.S. ' owc.er: JK m ELCO 4 ULTRACON 1/4' 1.1/4' 1" cn.er LFS 3 WOOD SCREW INSTAUARONNOTES: cwwnxcero.: rc I.Maintain a minimum 5/8"edge distance,1"end dfstonce.8 i"o.c.spacing of FL-15378.2 m [ wood screws to prevent the splitting of wood. a SHEET 4 or Fi H 'J ' R10ients\New South Windows PERMANENAA-Florida Product Approvals\FL-15378 Double Hung\C-Drawings\FL-15378 I2017I\FL-15378.dwg,5.2 2.42" 0.61 N I EN Y �i 0 A pO P 0.94" b A P O 0.07" ,Ar 0.94" Till 0.067, � 2.07- 0 o cn _� � � a a. 3 L I 0 3 N �mrl o [ri O LI o 2 1.63" .04" 3.83" ---�{II y I w T ----- Ti ° q 0 0.067' G r No.43409 o bar12,2017 .; r 'PRODUCT: Doou,neny Prp Ed ono F. Schmn i d ta: N 43409:DOUBLE HUNG WINDOW %�47i••'•T.O!'LNgAy(L01�;,,.r�����`�,�� rrnrnntlt` PART OR ASSEMBLY: - _ GDUILDING CONSULTANTS, INC: IO1 m- (a � rn 1 9 26 77- UPDATE 70 6TH ED. 20I7 FdC JK e/LYI! P-O. Box-230, VDlrieo, FIL 33595 t" NO DATE BY Y Phono,No.: B13,859.9197 REVISIONS COMPONENTS FBPE Q.A.,No. 9813 03C15 R.W.DUILDIND CDN®ULTANT9 IND, ��Slllll4r rr- - BILLOFMATERIALS ITEM 4 DESCRIPTION MATERIAL A 1X BUCK(SG>=0.42) WOOD B 2XBUCK SG-0.42 WOOD Z S: J: C 1/4'MAX.SHIM SPACE STEEL z° Cr O� D Ile X 2-3/4"PFH ELCO OR ff W CONCRETE SCREW STEEL %�'' �''•.. E 301SONRY-OR HOLLOW BLOCK CONFORMING PSI MIN. OTO CONFORMING CyoTO ACI CONCRETE rrgJl* 11 l z o m'o F #10X2"PFH,WS(1-1/7'MIN.EMBEDMENT] STEEL ii n Z n m',' N0 M 1/4"X 2-3/4"HH ELCO OR ITW CONCRETE SCREW STEEL N E z'm n o 1 HEAD-441F` PVC \,' g`u$ 5: oa 2 SILL-442F' PVC V �`4"� maa 3" JAMB-443F` P.VC o. 4 TOP RAIL-475B" PVC E v=' 5 BOTTOM RAIL-4856• PVC 6 LOCK RAIL'-.494B• PVC 7 KEEPER RAIL-493B• PVC 8 STILE-420B• PVC o. y 9 GLAZING BEAD-446B• PVC 1/2°GLASSBILE z 10 GLAZINGTAPE-DOUBLE SIDE ADHESIVE 12 REINFORCEMENT-480 ALUM. i ? 21 KEEPER-TRUTH#C41275 7/8"OA.GLASS THK 22 LOCK ASSEMBLY-TRUTH#A30700401 30 CENTER FIN PILE-_187X.190 10 1/9'ANNEALEDGlASS J� 31 CENTER FIN -.270 X.220 I� o S 32 FOAM SEAL-BOTTOM RAIL-AMESBURY#32663 LJ AIR SPACE zl ~ 33 FOAM SEAL-TOP RAIL-AMESBURY#32012 a a THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 'm BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". b U .9 I 118'ANNEALED GLASS n SUPER SPACER(FOAM) N z rn a � � Gl GLAUNG DETAI! Q � a � 6 � z zr b Q F N p � q z O [mi Z (ATE 6 17 15 Z _ Owr Br: JK m CHX BY. LFS m1wNG NO.: N FL715378.2 u SNE(T -6 Of 6 N •I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building,Industry P.O.Box 230 Valrico.FL 33595 Phone 811659.9197 C Florida Board of Professional Engineers Certificate orAtithori7ation No.9813 ProductEvalitation J?eport Rel)ort No.: EL-15378.2 i Date: October 12, 2017 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions DuraGard Windows Double Hung 4901 Oak Fair Blvd Double Hung Window Tampa,FL 33610 (813)626-6000 "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.61G2043,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 thee-approvall 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 embedment4b base materialshall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome deltift protection,this productis requilred,to,be protected with an impact resistant covering that complies with FBC Sections,1609.1.2&R301.2.1.2. 4. Site conditions that deviate from the details of drawing.FL-15378.2 require further,engineering.analysis by a licensed engineer or registered architect. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for.2x buck masonry construction. 6. See drawing FL-15378.2 for size'and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory ligned by. ATI A5089.03-501-44 AAMAfWDMA1bSA 101/1.8.2/A440-08 Architectu r6l Testingi Inc. Lynn George 2. Drawing No. Prepared by Sianed&Sealed b No.FL,15378.2 kW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by t1latI11111%, Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. r,E IV 4. Quality Assurance J$� %- Certificate of Participation issued by National-Accreditation and Vo, 43409 Management Institute,certifying that NewSouth Window.Solutions is manufacturing products within a quality assurance.program that,complies with ISOAEC 17020 and Guide 53. !:':A STATE OF OR , J Lyndon F.Schmidt,P.E. .. ...... ... FL PE No.43409 1011212017 Sheet 1 of 1 rlonda Building Code Online Page 1 0l'5 fI ,J 8CIS Home ( Log In 1 User Registration Hot Topic Submit Surcharge 1 Stats&Facts Publications F8C Staff '; eCIS Site Map ' links "ISearci, ' FIUI iU� S Product Appal oUSER:Pub rovc User { PrpOutt Approval Menu>eruct or nppiEcation Search>A ica i n U51>Application Detail ;f }; „.„•,tic` FL#t 116842-R4 n'j Application Type �`Revision.-- Code Version 2017 Application Status pproved . ALL WOFv� _. SHALL C - CODEFS FLORIDA a PLY WI—,; Comments AND,�Nj�� L C'MIC�00e Corlt���VA1Lj VG Archived `..� 4RD/Ni'RAaart �OF ZEP�j}��u'g�ca'`t °Utl�Wt `�LL S:i. Product Manufacturer NewSouth Window Solutions t Address/Phone/Email 4901 oak fair bled ? tampa,FL 33610 (513)284-0129 i( danochstein@newsouthwindow.com 1 Authorized Signature Vivian Wright rickw@rwbldgconsult c0 µ ;' DECTechnical Representative Ct�7 lb/,i�,�op y Address/Phone/EmailPLANS, rN�'RF�ILL - ;}i Quality Assurance Representative MINER Address/Phone/Email Category Subcategory Ho,it zontaixSiider ill Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed'] Florida Professional,Engineer 0 Evaluation Report_Hardcopy Received �41 1{; 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. t�& Validation Checklist,-Hardcopy Received Certificate of Independence FL16842.R4 COI c Certlficatn(L InO -g-4- pc t I: Referenced Standard and Year(of Standard) tandard Wit; AAMA/WDMA/CSA101/I.S.2/A440 2008 P AAMA/WDMA/CSA101/I.S.2/A440 2005"!! AAMA/W DMA/CSA101/I.S.2/A440 201 V ASTM E1886 2005 ! ASTM E1996 2006 { ASTM E1996 2005}{ ASTM E1996 2009{f j TAS 201,202,203 199411 E!� Equivalence of Product Standards ' Certified By f, �31 t') lit 1� https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtmmTSTNdV... 1/15/2, 018 Florida Building Code Online PatYe2 at 5 rr'Ili +.I , Sections from the Code i t! Product Approval Method Method 1 Option D :1 Date Submitted 04/11/2017 }9g Date Validated 10/20/2017 i Date Pending FBC Approval 10/23/2017 s' ; Date Approved 12/12/2017 :j i Summary of Products ! Go to Page Page 1/2 FL# Model,Number or Name Description r 16842.1 a.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window li XO utilizing'a Nail Fin Installation(XO or OX configurations)j 1 Limits of Use Installation Instructions ! Approved for use in HVHZ:No F�26842 R4 II.L�LInst 1642 11)_df j Approved for.use outside HVHZ:Yes Verified,By:Lyndon'F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation:Reports i Other:See INST 16842.1 for Design Pressure Ratings,any FL26842_ 4 AE b Fvai 16842.1.pdf I additional use limitations,installation instructions.and Created by1ndependent Third Party:Yes }' product particulars. [i 16842.2 b.Series 9000 Model 9500 Slider Extruded'Vinyl"Non-Impact"Horizontal Sliding Windowiw}th XO Flange Installation(XO or-OX configurations) Limits of Use Installation instructions Approved for use in HVHZ:No FLTM42 R4 11'(b)'Inst 168�2.2•udf r' Approved for use outside HVHZ:Yes Verified,By: Lyndon,F.Schmidt,P.E.43409 t Impact Resistant:No Created by,'IndependentThhd Party:Yes Design.Pressure:N/A Evaluation',Reports Other:See INST 16842.2 for Design Pressure Ratings,any : 1f842R":_AE;, h Eva[ i6azl?,2 11c1( additional use limitations,installation Instructions and Created by'Independent Third Party:Yes !!! product particulars. ;. 16842.3 rc.Serles,9000 Model 9550 Slider Extruded Uinyl"Impact"-Horizontal Sliding Window utilizing a Iact Rated Nail Fin Installation(XO or.OX.configurations) (; i Limits of Use Installatign instructions r Approved'fbr.'use in HVHZ:No FL16842. R4 I1 (b)inst 1684Z 3�df1j Approved for use outside HVHZ:Yes Verified By:,Lyndon,F.Schmidt;P.E.43409 Impact Resistan t:Yes Created by Independent'Third Party:Yes i Design Pressure:N/A Evaluatian'Repoits' i j Other:See-INST 16842.3 for Design Pressure Ratings,any F'16842'R4 `AE ti}Eva1:26842.3.odf 4 € additlonal-use limitations,installatiorrinstructions and Created by.Independent Third Party:Yes I product,particulars. i { 16842.4 d.Series 9000 Model 9550 Slider Extruded Vihyl"Impact"Horizontal Sliding Window.with;)i XO-Impact Rated Flange installation(XO o.r OX configurations) Limits of Use Installation,3nstructioris.. d Approved for use in HVHZ:No FLiG842='R4=IZ (6Znst 16842.4.prtt i{ Approved.for use outside HVHZ:Yes Verified,13y::Lynd6wF Schmidt,P.E.,43409 i Impact Resistant:Yes Created by:I'nclependent;Third Party:Yes Design Pressure:N/A Evahiatioh,epoits. 3 Other:-See INST 16842.4 for.Design Pressure Ratings,any 1=L16842 ii4 AE (b)Fvai 16842 4 1) d additional use limitations,installation instructions and Created-by Independent.Third Party:Yes product particulars. 1 a t 16842.5 e.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing�a XO-Impact Rated-HVHZ Nail Fin'Inskallation(XO or-OX configurations) { Limits of Use Instailation;Instrwctlons Approved for use in HVHZ:Yes FI-16842 Rif II (b)In . a42.5.odI` Ei j 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.Repbrts iy Other:See INST 16842,5 for Design Pressure Ratings,any -Ll 842 R4 AE (t))�Eval 16842.s.odr p additional use limitations,installation instructions and Created by Independent Third Party:Yes , product particulars, ; �r 16842.6 71�fSeries.19000-Model 9550'Slider Extruded Vinyl:"tinpact"'Horizontal.Sliding Window with il - mact_Rated-HVHZ Flange Insiailation'(XO:or OX confrgi:rations) Oil ,1 -t https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtnun I'STNdV... 1/I S12018 V forida Building Code Online Pa�"6 4 of 5 Limits of Use Installation Instr uctions tit Approved for use in HVHZ:No FL16842 R4 lj__Lbjlnst 042J3,01' Approved for use outside HVHZ:Yes Verified By: LynclorJ F..-Schriiidt,P.E.43409 Impact Resistant:No Created'by,Independent Third Party:Yes Design Pressure:N/A Evaluation4leports Other:See INST 16842.13 for Design,Pressure Ratings, t��R4 At- EL `(b)EvLal 1684Z.13,2rif � any additional use limitations,installation Instructions and Creatdd'by Independent Third Party: Yes product particulars, 16842,14 n.DuraGard Slider XX Extrudec!Mhyl"Non-Imp ct"Horizontal,Sliding.Window(-X_�, "41m -Limits or Use——__1__ _.=v Instailaition Instructions Approved for use in HVHZ:No FL16842 R4 11 CbJjnsj 16 4. f Verifled'By:Lyndon F:Schmidt,Approved for use outside HVHZ:Yes3 42.1 p A P.E.43409 Impact Resistant;No created byjndepend6nt4hIrd Party:Yes Design Pressure:N/A Evatuation'Reports' Other:See INST 16842.14 for Design Pressure Ratings, 34_2R4 A 'FLi6f _A E b)EMI L6 .JA. (If_L_ _�AL _p_ any additional use limitations,installation instructions and Created by Independent Third-Party:Yes product particulars. 16842.15 o.DuraGard-3 Slider XOX Extruded Vinyl"Non-Imoact".Horizontal Sliding Windo,! utilizing,.,a Nall Fin 1ns6IIatIon(X0X,configuration) Limits of Use Installation Instructions - ro Appved for use in HVHZ.,No FLL§8- AZ R4 Er b n� 4 _p�Ljjpj_o�2,15 (if Approved.for use outside HVHZ:Yes Verified By:'Lyhdon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation-Reports Other:See INST 16842.15 for Design Pressure Ratings, ELI6EL42 Rt_AE_jb •EyaL 16842.15.odf Eli any additional use limitations,Installation instructions and Created by'Independefit Third Party:Yes .product particulars. tit 16842.16 Slider XOX Extruded"Vinyl"Non-lmpad"Horizontal Sliding Windov4lwith Flange Installation.(XOX,;c6nfiguratlon) Limits of Use Imtallation,instructidns. Approved fdrouse In HVHZ:No FL16842. R4 II (6)Inst.L842,16.ndf Apprcived.for use outside HVHZ_:Yes Veri fliedBy::.Lyndon,F.Schmidt;.P.E.43409 Impact,Resistant:No Created by Independent Third-Party;Yes Design Pressure*N/A Evialuatlowttepokts, Other;.Se,a INST.16842.16 for Design Pressure Ratings, Ld6842' R4 AEJ61 Eval'16042A6,pcif j any additional usellmitations,installation Instructions and Cr6atecl.bYjndepenident Third Party:Yes product particulars. 16842.17 q.Sashlite Slider XX Extruded Vinyl"Non-IrTipact"Horizontal Sliding Window'd utilizing 6Nail Fin,installation(XX,configuration} Limits of Use instaiiiiiioii�tinstruttici'n's,.: ;.t Approved4or.use.in HVHZ.,No f L fkqL2'R4:.l 1':(b)*thst I kQ42._L7p_d_f Approved1or use outside-MVHZ:-Yes Verifi6d:By: Lyndod-F.Schmidt;P.E.43409 rmpact.Resistant:No Createdby Independent third Party:Yes Design Pressure,:.N/A. Evaluation Reports' Other:See INST 16842.17 for Design Pressure Ratings, FL16842'R4`AE (b)Eval 16842.17.1)d any additional use limitations,Installation Instructions and Created-by;Independent1hird Party:Yes product particulars, 16842.18 r.Sashlite Slider XX Extruded Minyi,"Non'IM V Horizontal Sliding Window jc�!X, . I pac configuration?', Limits of Use Instailatidnanstrudions It Approved for use In HVHZ:No FL168 2,114`41 (b)Irist-i6842.18.r)df Approved for use outside HVHZ:Yes Verified By:Lyndon F.'Schmidt;P.E.43409 Impact Resistantr No Created by';IndependenCThi rd:,Party:Yes Design Pretisdiret:N/A Evaluation ' �' 1 Other:See INST-168,42.18 for Design Pressure Ratings, FL16842 R4,'AE-(b)Eval'16842.18.p df any additional use limitations,Installation instructions and Created by Independent-TIJifd:Party:Yes product particulars. I 16842.19 s.Sashlite-3 Slider XOX Extruded QIny(%on7Impactt";Horizontal Sliding Windoww utilizing a.'Nai!,Fin,l.hstalf6ti6n,(X0X,configuration) Limits of Use Installation,,iii4rijctioils Approved for use In HVHZ,.No FL16842-_R4;`4I'(b):I6st-16942:_Iqj)d 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 % - -AE 'M.EyM AQ4�21%p Other:See INST 16842.19 for Design Pressure Ratings, FL16847 04� -_df any additional use-limitations,installation instructions and Created by Independent-Third Party:Yes i product particulars. 16841.20 Extruded.Vi_nyI-'"N'on'_-Impa'ct"Horizontal Sliding Window (XOX,configuration) https://www.floridabuilding.ora/pr/pr_app dtl,aspx?param=wGEVXQwtDqtmml'STNdV... 1/15/1018 J M] z WINDOW SOLUTIONS e out 49 mpa,FL 33610 7T MAX.OVERALL it, 21 FRAMEW. lD1H Z. -0 W ou- E DuraGard Slider XX 1W ONrIMPACT" 02 > 0 Ad _GENERAL NOTES 1. This Product has been evaluated and is in compliance with the 6th Edition(2017)Florida B(Jfldilg Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" a>3- 2. Product anchors shag be as listed and!paced as shown on cletals.Anchor embedment to base material shall be beyond wag dressing or siucco, 3. When used in areas requiring wind bome debris protection this product Is required to be V) Protected voith an impact resistant covering that compiles with F8C Sections 1607.1.2& z R301-2.1.2. 0 4. ForZ(stud framing construction,anchoring of these units shall be the some as that o-, shown for 2x buck mosorvy construction. W,w 5. Site Mndilfmns that deviate from ft details of this drawing require further engineering on3lysLs by a licensed engineer or registered architect. Z. z z TABLE OF CONTENTS -FRAME. GLASS:DAY UGHT SHEEN DESCRIPTION JPS DIMENSION,% DIMENSION ENSI.0 N O Typical�e!eva!!�ons, pressures&�gen.design�p DXIL. 3 ral notes �Os. NEG. L20112 2 Vertical&horizontal cross sections scAL-E N,T�S. Vertical&horizontal cross sections 72 Wx aO" 32.56"x58.5' GI +30.0 -30.0 -J 5 K Tick&frame anchoring CKK W, LFS 5 Bill of materials,glazing details and components 72-0'x 560 32.SVX49.r Gi +35.0 -35.0 FL-16642.14 1 ru 5 b'I 1�3 i R:\Clients\Ntw SOWN Windows PERMANEN -Florida Product A sovalslFl•15842 No+aontal SlidaAC•Drawins L-35842201 ffb1554213-1 ,2.14 ;}y • i� I,I I lj4 ❑ a 4 Q v A Z i► b � o0 i a Fj m �! o 0 p ev 3 1T d.N i i O od • a �, • itj �a 22 6r( OC3 �0 t�0❑; ;�i IF °d 6a x A It j EMB4iTYP) Q N. BAB,JTTYYPJ S No.43409 I "' qq $ PRODUCT: ;boaumento Preparod,9yg� '.; :� .^� tt� Lyndort,.F,`SchMfl ,' ';�i� +.RO(.1.... "©♦��, `` I a Y to HORIZONTAL SLIDER F.E. No:43i0S TONAL I^' rn 8 z h, ,. + rhrtrlttiitt� fj i o y y O 2. 9722717 UP.DATE TO'6TH'EA.. 2077-FEN> LFS PART.OR ASSEMBLY: � �, '.- „+� BUttDING�CONSULTANTS,. • _ �� y x In N 1 'S 25-75 UPDATE,TO 5TN'ED: 20i 4;FBC.' lF5 ' VERTICAL!k HORIZONTAL• d l� P•o.;Box-2x0,-Vulrioo, INC.,R.33595 4 4 NO DATE- - 'BY Phone No.:;813,669.9197 REVISIONS CROSS SECTIONS .•FBPE:;CA'No. 9913 t y I 20 14 R.W.BUiLOiNn CONaULTANTn INn. I�I t.� Y •RldienglNes'e South Windows PERMANEN71,a,-Florida Product AppmalsNFL•16842 Nori2ontal SUdeAC•DraivingAFL•16842(2017)VL-1fiM213-18,dwq,3.1a i t Ti f- � i � 1 e k I b t w to f O v •Z t� • IJO �7 W� � b " f0 jEl( qa 0 {r yf 2t 1 m ca 0 w I} A a j •� � "h I k 7b . ° m N j z W r rn EIv19.(nP.) 1. z Oro. 1 tV f0 at Ii m 5$� E PRODUCT: 0-.MMU Pnporao,eyr.i� HORIZONTAL SLIDER L3'^don�F.•sahnlitlt,• ���� ••••R ;••'• rr 'P.E:tJo. 43489•: " O O♦ jjj4 1 t 2 .9 22 77 UF'tJAtE 70,b7fb fD. 2D77 FBC, LFS_PART DR AS5EMBLY: - C���BUILDING CDNBULTANT's,INC. cn ,N y x rn 1- 6 25 IS UPDATE.7O.57N.ED: 2014 FBC LFSValrico, FL 33888 ro VERTICAL &•HORIZONTAL- ; p NO DATE' BY CROSS'SECTIONS' .. "'•'.'Phcne;,No::'873.869.9797 REV154ONS• FBPE.CA:N6.'Bat3 4t - �2t]/6 R.W.9U1I.OINO 6gN6UlTANTa INa. - ' �{i t i� a ' - ' � � � ........... CIA TY SUCK BUCK MASONRY OPENING MASONRY OPENING 2X BUCK ANCHORING cn LO edge distance to Morlarjobb, edge cb Fq to amure A FAANCH6k MIN yp EDGE, DAM 3126112, am By- JK e. | | M R. R W Building Consultants,.Inc. ,l B Consulting and Engineering Services for the Building industry C P.O.Box230 Valriaa,FL 33595 Phenc813_65010 Fforida Board of Professional Engineers Certificate of Authorization No.9813 Product Report Report ,t2.14 1 t / Product Sub Category Manufacturer Product Name Category [, NewSouth•Window Solutions DuraGard Slider XX Windows Horizontal Slider 4901 Oak Fair Blvd it i Tampa,FL 33610 "Non4mpact" $13 626-6000 r?f Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System iD#1998)lfor NewSouth Window Solutions,based on-Rule Chapter No..61G20-3,Method I of th&State of Florida Product Appioval, Dept.of Business&Professional Regulation. ii RW Building Consultants rand 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 approva6pr6cess of the product named herein, Limitations: ; 1. This product has been evaluated and is-in compliance with.the 6th Edition(2Q17)Florida Building Ct7de(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 walildsessing or stucco. 3. When.used,in areas.requiring wind bome.debris protection,this•product is required.to.be protected with,an impact resistant cohering that complies:with FBG Sections,1609.1.'2&R301:2'1:2. i 4. For 2x stud-framing,construction,anchoring of these units'shall.be the same as that shown foc20.uck masonry construction. 5. Site conditions,that deviate from the details of drawingFL-16842.14 re wire further en ineerin anal sis b a licensed engineer or q -engineering Y � Y ,9 i registered architect. t 6. See drawing FL-16842.14 for size and design pressure limitations. Supporting Documents: > ' 1. Test Report No, Test Standard Testing Laborato% Signed by i l ATi A6942.03-501-44 AAMAMIDMAJ1011LSMA440-08 Architectuiil•Tesiing,Inc. Lynn George ATI 82648.03-501-44 AAMAM DMA/101/I.S.21A440-05' Architectural Testing;.inc: Lynn George ; 2. Drawing No. Prepared by Signed&Sealed by No.FL-16842.14 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,F i;E. El 3. Calculations Prepared by Signed&Sealed bV ' Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon•F.Schmidt,P.E. 4. Quality Assurance �ai�4gtara�gaQ�� 4 � Certificate of Participation issued by National Accreditation and °4 �°� �6��� Maria ement Institute,certi_ in that NewSouth Window.Solutions is �`' tir;P���c'N S'� 9 fy 9 P C r manufacturing products within a quality assurance program that complies '` " :.: I with ISO/IEC 17020 and Guide 53. • No 4340D .. ^ P, t MpP-13 p of Z STAT E. ado,5? "•,', '°°•,:< '4yro��' Lyndon F.Schmidt,Pit. FL PE No,43*,0g 10/12/20s17 Sheet 1 of 1 1l; a t: Page 1 of 5 BCIS Home ` Log In I User Registration ' Hot Topics i Submit Surcharge i Stats&Facts Publications ' Contact Us ! BCIS Site Map Links Search 3 db . r E';I Product Approval "` USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 1 : FL# FL15213�R3bJ Application Type Revision Code Version 017 Application Status Approved ALL -.----- WORK 6Sy Comments CODES IrLOCRI A L C®1WPCl'WITH Archived �� CAND Rt�s HE,17, clCtODE G,CCH�.PR�Al1.�HG A�RpC�CI �P 0 Product Manufacturer Plastpro Inc./ Nanya Plastics ftpes HyRHI14s Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright REVIEW OAT EG rickw@rwbldgconsultants.com CITY C)F Z P�YRHI+ Technical Representative Scott Johnson PLANS EMMI NER 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 Ext16 ronoconnell@plastpro.com ••7 Category Exterior Doors Subcategory Swingln�g Exterior-Door-Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E_1 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 12/31/2019 Validated By Ryan J. King, P.E. W, Validation Checklist- Hardcopy Received Certificate of Independence FL15213 R3 COI (b) Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https://www.floridabuiIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQR... 12/7/18 Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15213 R3 Equiv (a.) Equivalency of Standards.pdf 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 = b 0 43 Pagel/2 FL# Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series (X -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.1.0f 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 15213.1 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Single Door with Sidelite utilizing Grain/Rustic/Mahogany Series "Snap Frame"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 15213.2.0f 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 15213.2 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing -Inswing/Outswing (OXO - - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.3.1)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 15213.3 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing Grain/Rustic/Mahogany Series "Lip Lite"Glazing -Inswing/Outswing (OX or XO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.4.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 15213.4 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 12/7/18 Page 4 of 5 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II a) Inst 15213.11.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 15213.11 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.11.udf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.12 I. Smooth/Wood Grain/White Wood 68 "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 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, any FL15213 R3 AE (a) Eval 15213.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 i Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) 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 R3 AE (a) Eval 15213.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 =/R od Grain/White Wood 6'8 "Non-Impact" Glazed Fiberglass Single Door utilizing"Lip Lite" ahogany Series N Glazing - Inswing/Outswing (X -Configuration) r 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, any FL15213 R3 AE (a) 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 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, any FL15213 R3 AE (a) Eval 15213.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 R3 II (a) 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 R3 AE (a) Eva[ 15213.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152-13"17 `j••,:,�"-' ;q;.Smootl5[Vilooii:Grain%White Wood "T '6'8 Non-Impact'-Glazed.'Fiberglass Double-Door utilizing"Lip lur.`aiN.Rustic/Mahogany-Series-N-- L'ite"`G[azin6� Inswing/Outswing�(-XXe.Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.17.odf 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 QR... 12/7/18 Page 5 ,of 5 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 R3 AE (a) Eval 15213.17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood 68 "Non-Impact" Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing - Inswing/Outswing (OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.18.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: INST 15213.18 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.18_pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series N (X -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.19.0f 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: INST 15213.19 for Design Pressure Ratings, any FL15213 R3 AE (a) Eval 15213.19.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Single Door with Sidelite utilizing Grain/Rustic/Mahogany Series N "Snap Frame"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 15213.20.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: INST 15213.20 for Design Pressure Ratings,any FL15213 R3 AE (a) Eva] 15213.20.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 Page 1/2 111 Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQR... 12/7/18 i lastppro _a�� '°�� m� = 0.4 5200 W. CENTURY BLVD. - LOS ANGELES, CA 90045 ',~� •..•_ ° � "n Smooth/Wood Grain/White Wood Grain 74.W MAX,OVERALL FRAME WIDTH ry E c a 5 mo'c w LL Rustic/Mahogany ^a m a m Series N Fiberglass Door -- E o= j INSWING/OUTSWING 3a 'NON-IMPACT' �o o� I z � '� of 3 OE Z �y FV o GENERAL NOTES !E �, d� I. This product has been evaluated and;s in compliance with the 6th Edition)2017)Florida Building Code(FBC)structural requirements exdueing the"High Velocity Hurricane Zone" X F )HVHZ). "' X D a a 2. Product anchors shol be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond well dressing or stucco. o O 8 3. When used in areas requiring wind home debris protection this product is required to be protected with an impact resistant covering that compiles with FBC Sections 1609.1.2& $ u R301.2.1.2. m � I 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for W W Iw 2x buck masonry construction. 5. Site conditions final deviate from the details of this drawing require further engrreering analysis R by licensed engineer or registered architect. g TABLE OF CONTENTS s3 SHEET DESCRVION u' LL I Typed elevation.design pressures,6 general notes ,. - -- a =;'OVERALL- . �' , : 'o g 2 Door panel details -' " 'GLASS" DESIGN PRESSURE(PST) ":SWING'.r :FRAME;-;..• ::_D.L.O.:. o_o 3 3 Hodrantal cross sections - --TYPE•:; z DIMENSION,_'. =DIMENSION-. _ POSITIVE,'NEGATIVE- - 4 Vertical cross sections ' '' a4e:02116112 5 Buck and frame enchortng-2X buck masonry construction swry N,T.S. _ 5% INSWING 74.00"x a2.00" 21.00"x 63.00" +47.0 -47.0 6 Frame anchoring-1X buckmasorry construction GI owo er: JK 7 Endum astragal details c �,; LFS OUTSWING 74.00"x 80.50" 21.00"x 63.OD' +50.0 -50.0 B Bie of materials,glazing detail 6 componenh s" R-75213.i 7 srta t a D a d MCI—tAPIlVpro,Inc PERMANENTA-Flord,PW.a Appr ,-AFL-1S213 Fiberglass Dorn-Inswing-O—ng\C-Drawings\FL 15213 I30171\FL-1521312-18d,g,2.17 79.2S'MA%.DOOR PANEL HEIGHT 63.001 MAX.D.LO.HEIGHT —I a TI-11 O W O NNQ ❑ N•+ O`i O o� � "�{1.59 � D� a I 0S ❑ n' 0.97, N n 0 0 0 A A °sA o O v � I -n•F s o x C o _ G o 9 0 z D: i a-Z A 00 A 0� z r) Sm �„ 0 Oo T H m m y D CI u,m ?c 0 H m0 m p Z �m 71 v ~ �0 P n1 10 T 2O n A H N A T N 0 O � � No.43909 ' * :* October 19,2017 PRODUCT: 0ocum"nta Pnpemtl lq-�-a\�\ • Lyntlon F.Schmltlt �i'`'s'!kOFLD1,.r"G\��� N PLASTPRO INC. P.E.No.a3409 S/ I^ N o y\ FIBERGLASS DOOR 0 2 10 19 I7 UPE Z 70 M E0. 2017)— LF5 PART OR ASSEMBLY. �D�(��BUILDING CONSULTANTS,INC. m S" IA In\ 1 04 22 IS UPGA7E 70 5TN E0. 2010 FEC JN DOOR PANEL DETAILS JW P•0.Bo,230,Valrico,FL 33595 N NO DATE BY Phone No.:813.659.9T97 _ _ _ REVISIONS - FBPE C.,N..9513 ' 0 201 1 Ft.w.cui�o,rvo cervauurnvre irvc. / 1 2 . `::....... EMB i m j 4 4 EMBRIP.) du p,• 2 a 21 20 Aiz. Q / onmZun•;INTERIOR 40 B 7 " . . 888 a EXTERIOR 10� H z o 12.. o 9 � <1 pE � 4 HORIZONTAL CROSS SECTION a m z 3 4 3 Shownw/IKsub-buck rc H a � EMB.(n'P.) 1-I/4'MIN. u 4 EMB.(TIP.) F NOTE: m D C O.IS 1.As noted in the lest report ostragal was attached 015, C D CSINK to the inactive leaf with(10)88 x 3"psh sms and CSINK ' L gyp,) (4)k 10 x 2-1/2 p(h sms for all 6'-W(oulswing). (ryp•) L 4 • Astragal was attached to the inactive leaf with k 20 21 (9)tt8x3"psh sms and NIOx2-1/2"pfh sms 21 20 -- for an 6'-B'linswing). i • � I 7 B 40 8 7 �a a 40 INTERIORO*NOTEI INTERIOR It! K �10 EXTERIOREXTERIOR 10 w¢o2/IB/12K scu: N.T.s. 11B 9 9 B sac.er JK mx E HORIZONTAL CROSS SECTION 2�HORIIONTAL CROSS SECTION (�HORIZONTAL CROSS SECTION E o c Ho_LFS p 3 Ou Tnpgrshown-inswing Outsmng shown-Insving 3 OufswIngshown-Inswing FL-15273.17 "- alsoapproved also approved also approved °m osum 3 m 8 0 0.\Clients\Plastpro.Inc PERMANEN7\A-Florida Product Approvals\FL-15213 Fiberglass Door- DFawings\FL 15213(2017)\FL-15213.12-18dwg.417 1-1/4"MIN. EMB.(TYP.) A W P O A O ° A .Z] �m , G-cgOgm 0 am^ 0 g0 z0 O A O 2- V Z V m A Z A • O.I C'SINK (TYP.) � n 1-1/4-MIN. EMB.(7YP.J 1-1/4"MIN. EMB.(TYP..a)aa >o • Q p ' A A n N e Fro O65 N ' m A A Oa V T IZ O O . AO l7 A - IA 1-1/4"MIN. EMB.(TYP.) H V'UCF.......... 9p'':�' � No.43409 ' October 19,2017 PRODUCT: Deeumanb Pngeroe By:� ,•� LYndon F.34bmfee s'•....... •� U'o \ FIBERCLAS�DOOR INC. P.E.No.43409 !�2j3�Q#.AL G',* A ?rn 2 IO 19 1] UPDATE 70 67H ED.(201])FBC LFS pgRT OR ASSEMBLY: BUILDING CONSULTANiB,I INC' y 4 N 7 4 22 IS UPDATE 70 STR EO. 2014 FBC JN VERTICAL CROSS SECTION$ NO DATE BY Phone No23813.659.9197.33595 REVISIONS FBPE CA. No.9813 92012 R.W.BUiLoirvp Corvsu�TarvTe IrvP. i � cam• .,.... ..o�, r� - 6" I III I I �•'•.. SEE DETAIL ..*.. MASONRY TYP.HEAD I IR MASONRY TYP.HEAD& I gg Em z m°c a 0 OPENING &JAMB$ I OPENING JAMBS I \ of 8g 9dLw II \ n B 4Z mdar — I — FRAME ASTRAGAL 2X BUCK ASTRAGAL I SHOWN FOR I 0 m °W SHOWN FOR REFERENCE N REFERENCE I �u 2XBUCK ONLY F — ONLY O I I I F h o� & I I L 1 TYP.@ SILL SEE DETAIL II 0 o YY " BUCKANCHORING HINGEJAMB ERAMEANCHORING ASTRAGALSTRIKEJAMB u mm Masonry 2X buck construction U 27 m I $ lATCHBDEADBOLT DETAIL N H w 9 CONCRETE ANCHOR NOTE d o a 1.Concrete anchor locations at the comers may be adjusted to maintain the min. e w edge distance to modorjoints. 2.Concrete anchorlocations noted as"MAX.ON CENTER"must be adusfed to DETAIL 2 lz 6maintain the min.edge distance to modor joints,additional concrete anchorsmaybe required to ensure the"MAX.ON CENTER"d mension are not exceeded.3.Concrete anchor fable: MIN.CLEARANCE MIN.CLEARANCEANCHOR ANCHOR MIN. TOMASONRYTO ADJACENTTYPE SIZE EMBEDMENT EDGE ANCHOR� ® 1/4" 1-1/4" 7' 4°TAPCON ELCOws 914108 ULTRACON® 1/4' 1-1/4" 1° 4" 3 scut N.T.S. _ " TAITW 0 3/I6' 1.1/4" 3° 1-1/T DETAIL 1 DEfA1l I N HINGE DETAIL °NG a"' JK n aa.e LFS e WOOD SCREW INSTALLATION NOTES: oaawmc xo.: s" I.Maintain a minimum 5/8-edge distance,I"end distance,&I"o.c.spacing of truvring configumlion Outswing configuration wood screws to prevent the spfifling of wood. Fl.-15213.17 Os¢a 5 of 8 P a 0 * JA�7,ji yi I At, I SEE DETAIL 77jJJr1L*1T71 u n m z �I ^�" �m l TYP.HEAD 8 8 ro 9 c JAMBS MASONR a`a m �i OPENING I HINGEDETAII �tm ci E0 II `ASTRAGAL �z r FRAME II SHOWN FOR w 28 r, m� N REFERENCE ONLY M ?o z `r z ❑ a 5 =coi n IX BUCK II ^O Swwz 27 amp a TYP.®SILL ( i SEE DETAIL I I LATCH&DEADBOLTDEIAIL 5 HINGE JAMB fRAMEANCHORIMG ASTRAGAL STRIKE JAMB ww Masonry IX buck construction „ w CONCRETEANCHOR NOTES: S 1.Concrete onchorlocofions of the comers may be adMted to maintain the min. o edge cisfance to modarjoints. ¢w 2.Concrete onchorlocafiom noted as MAX.ON CENTER"must be adjusted fo maintain the min.edge durance to morfarjobts,additional concrete anchors DETAIL 2 maybe required to ensure the MAX.ON CENTER"dmenslon are not exceeded. - 3.Concrete anchor tobte: ANCHOR ANCHOR MIN. MIN,CLEARANCE MIN.CLEARANCE o TYPE SIZE EMBEDMEM TO MASONRY TO ADJACEM n G EDGE ANCHOR z NW rvo0 I TAPCON® 1/4" 1.1/4° 2' 4' tore 914 0B _ ffi ELCO 1(4" 1.1/4° 1° 4° stirs' N.T.S. UITRACON JK B TAP ONe 3/16° 1.1/4' 3° 1-1/2" N cwc.W: LFS 3 WOOD SCREW INSTALLATION NOTES: DEMILI DETAIL orunxc xn: 1.Maintain o minimum 57R"edge dstance,1"enddistance,&1"o.c.spacing of Inswing configuration Outswing configuration FL-75213.17 —ci screws to prevent the spfifling of—d. N SHEET 6 OF d R\Ol-\Rastpry Inc PERMANENT\A•Flvnaa PFaaucl App—&\FL-15213 F,b,,glass D=-Inswing-Ovs—g\C-Drawings\FL 15213(2017)1FL-15213.12.18-w 7.17 TOP AA I I ' �m N �o --4 1 MT 0 O > 0 O x c x O N a n3: 3 5 of :� w Z rr D z � o x 0 �S r 0.57 = ow eoTroM z �a `A31\11 u 1 F7F/T Nv.43409 ' October 19,2017 i PRODUCT: Deaumanb Pnpmea yr �ORiD� Lynaon F.seHmlae Fp PfASTPRO INC. P.E.Nv. FIRERGIASS DOOR /}� 2 IO 19 I] UPDATE TO 6iH ED. 2017 FBC LFS PART OR ASSEMBLY: "F! DUILOINO CONSULTANTS,INC. I 9 21 IS UPDATE TO 3rH ED.(2014)FBC JK ENDURA ASTRAGAL DETAILS ✓lam NO DATE BY PHvne Nv230.Valr9.9197 33595 REVISIONS FSPE O.A.Nv.9813 tj 3D I a R.W.BUILDING CDHeu�r�Hry Irvc. 1 `BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL Q+' A I BUCK SG>=0.5S WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD B 2X BUCK SG>=0.55 WOOD 21 POLYFIBER JAMB COMP./VINYL =0. * '•2;z m C 114"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL % �'�^ u c D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 OEADBOLT STRIKE PLATE STEEL ��'•.• c m I E MASONRY-3011 OR HOLLOW BLOCK CONFORMING T PSI MIN.CONCREE OO ASRMICG�TO ACI CONCRETE 3311 WEATHER-STOP 3647 HOLM OUTSW NG BUMP THRESHOLD DUSTRIES ALUM VINYL/WOOD F I/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC G 3/16"X 3-1/4"PFH TTW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD S FFR co m H 1/4"x3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD \ as 9oa,am p. I 1/4"X2-1/4"PFH ITW CONCRETESCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAILSHEEf FOR CONSTRUCTION DETAILS 8 J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN(MIN.0.075'THICK) FIBERGLASS i K #9X 2-1/2'PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC o JrW L #10 X 2-1/2'PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL 43 LATCH&HINGE STILE CELLULAR PVC M #9 X 2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD N 3/16"X 3.1/2"PFH IIW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC ? O 3/16"X 1-1/2"PFH UW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 1 #10 X 2-1/2"PFH SMS STEEL 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD o i 2 #B X 3"PSH SMS STEEL 49 GLAZING COMPOUND DOW 995 SILICONE <a 3 FLUSH BOLT STRIKE PLATE STEEL 55 UP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE •µ g m ,�„o 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. G at g 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 57 #8 x 1-1/2"PFH LITE FRAME SCREW STEEL a 9 4"X 4"BUTT HINGE TEEL 61 9-3/4'LENGTH TOP BOLT RETAINER ALUMINUM c 10 #9 X I"PFH WOOD SCREW STEEL 62 9-3/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM m 71#9 X 3/4"PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 67 SLIDE BOLT ROD STEEL 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL I-�4.56' LI r uw o N rn �f--2 d4" 213" 3I OUISWING BUMP THRESHOLD oo i $ YB EAD d SIDE S a � Jam6 456" 8 5.63 N w 456' z ?14 08 F--2.44" SCALE: N.T.S. _ oxv.er. 'm HEAD d SIDE JK 2I aAK LFS LIDI#STABLE INSWING THRESHOLD 3 _ � �lAD1USTAlIIE INSWING THRESHOLD PoN Tiberjorn� `/ o FL-15213.17 - osxEo 8 . a `n' Y R. W R WBuilding Consultants, Inc. B Consulting and Engineering Services.for.the Buildipg lndusity C P.Q.Box 230 Valrico,FL 33595 Phone 811659.9197 Florida Board of Professional Engini:ers Certificate of Authorization.No.4813 Nodtict E valtiatimReport Date: October 19,2017 Product Category Sub Category Manufacturer Product Name Plastpro Inc.. Smooth/Wood Grain/White.Wood Grain Exterior Exterior Door 6200 W.Century Blvd: Rustic/Mahogany .Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone.440.969.9773 hiswinglOutswing="Non-Impact' Scope: 'Product Evaluation report,issued by R W Building Consultants,.Iric.&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,15' do not have nor Wi I.acquire;financlaf 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(FBG)structural requirements excluding'.the"High Velocity Hurricane20he"(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 thaficomplies.with FBC Sections 1609:1.2&R301.2.1.2. 4..For 2x stud framing construction,anchoring of these units shall be the same.asthat shown for2x buck masonry construction. 5. Site conditions that.deviate froyh the details of this drawing require further engineedhg.analysis lay a licensed engineer or registered architect. 6'. See drawing FL-15213.17 for size and design pressure limitations. .Supporting Documents: 1. 'Test Report No. Test Standard Testing Laboratory Sinned by CTLA 900W5-3 101/LS.2-97 Certified Testing Lab: Ramesh Patel,P.E. CTLA.900W5-4 101/1:8.2-97 Certified Testing Lab. Ramesh Patel, P.E. 2. prawin j No.. Prepared by Signed&Sealed by No.FL-1521317 Rw Building Consultants, Inc.(CA#98.13) Lyndon F,Schmidt,P.E. 3. Calculations Prepared by Sinned&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance 4CISIIEIIII9 Certif te:of Participation i�u�by Natiom[Accreditation and 9 products Management lnstifute .certi ,in that Plas_ rp Inc.is rrianufacturin ° within a quality assurance program that complies with ISO/IEC 17020 and q�® ' Guide 53. m o No 4.34419 ® n m STATE Ot- ° m � 0m dto Lyndon F.Schmidt,P:E, FL PE No.43409 1.0l19l2017 Sheet i ofi illlllllllllllllllllllllllllllllllllllllililllllllllllllllll 2019009922 NEWSOUTH WINDOW SOLUTIONS 10741 CROSSROADS COMMERCE BLVD °...TAMPA. FL 33610 Permit No. Parcel10 No NOTICE OF COMMENCEMENT States Florida County of Pasco THE UNDERSIGNED hereby Gives notice that Improvement wdil be made to certain reel Property.and in accordance with Chapter 713.Florida Statutes. the following information A pmvlded in tNs Notice of Commeneernnnt I. DasciptlonofProperty. Parcel Identification No. 1n.'N,.9t.f119n.nnnnn.051n Street Address: 5907 GREENBERRY COURTZEPHYRHILLS,FL 33542 2. Generel Description olimpm ernent REMOVE AND REPLACE SIZE FOR SIZE WINDOWS AND/OR DOORS Rcpl:2021359 Ree: 10.00 3. Owner Information or Lossae Wormsdon If the Losses Contracted for the Ntprovemene DS: 0.00 I T: 0.00 Ntawru reaar L a Jeuwe e 01/18/2019 J. R. , Dpty Clerk "1- ZEPHYRHILLS 50n7 RRFCNR1FriiiV rT JFL Address City State Interest in Property: Owner Nome of Fee Simple Titleholder. (If different from Owner listed above) Address NewSouth Window city State 4. Contw emr. imi Vroassroads Commerce Blvd. Tampa FL Address City State contractors Telapneno No.: 813.626-6000 5. Surety. Name Address city State Amount of Bond:i Telephone No.: 6. Lander: Name i Address Ciry State Lenders Tslephone No.: T. Persons Wthin the State of Flodda designated by the owner upon whom notbes or other documents may be nerved as;iwWded by Section 713.13(1)(o)(7).Flodds Statutes: Name Address City State Telephone Number of Designated Person: e. In addition to himself.the owner designates at— to receive a copy of the Lienoes Notice as provided in Section 713A3(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Eiviratlan data of Notre of Commencement(the e*IMIdn dale may not be before the completion of construction and Mel paymeN to the contractor,but vdg be one year from the date of recording unless a dlRererd dale is specoAed): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I. SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty cl penury.I dadare that I have mad the foregoing notice of commencement and that the facts stated therein are true to the best of my"na"dga and beluf. STATE OF FLORIDA COUNTY OF PASCO r lure of Water or Lessm or Owners or Lessee's Authorized ' �D'ug�iorlPaAnerlMmpsr /+ SlIgnatloayysssT�WOmee (��►/ /�' ,-VI rb� p�1 The Wegoing insbumerd wes idrnowleddoed b1eiQm me IN59A day of S e-P 20 by •'eYL v �" U,v' u V1/►v r.A (type of au orlty.e.g..olk4r,lNstse.attorney in fat)for (rune of pa n air of whom nt w�u�Med). Personally Known 0 QH Produced Identification Qf Notary Signature `! Type of Idemltication Produced _ .w"e'rr �,t NENITA B.I PERATO PAULA S.O'NEIL,Ph.D.PASCO CLERK & COMPTROLLER— My 4.`�0'. atary Public-'State of Florida 01/18/201 0/:� am 1 f 1 _'• •'= My Comm:Expires Jan 4.2019 `1f445 • Commission#FF 169902 OR BK PG �•'; drf'-9-!'f BondtdthroughNationaI Notary Ass n. h,rrirr,,, wpdetadrednotleecomrnenament�cos30�8 ;4_ .. .. - -' A aA�®c STATE OF FLORIDA,COUNTY OF PASCO HIS IS TO CERTIFY THAT THE FOREGOING IS A �j UE AND CORRECT COPY OF THE DOCUMENT • F:°;;_ FILE Of:OF PUBLIC RECORD IN THIS OFFICE TN Si HAND OFFICIAL SEAL THIS � I:Gnd Wc grusY o AY OF 2 ;tEu AULA 'NEIL GL RK&COM ROLLER a 1887 By DEPUTY CLERK �`•06oF �