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WS-13-1234 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-192778 Permit Number: W"-13-1234 Scheduled Inspection Date:August 21,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: KROBOTH, ROBERT Work Classification: Window/Door Replacement Job Address:257 NE 103 Street Miami Shores, FL 33138-2430 Phone Number Parcel Number 1121360130420 Project: <NONE> Contractor: DESARATA BUILDING CORP Phone: (954)325-9948 Building Department Comments INSTALL NEW 3X6.8 IMPACT ENTRY DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 20,2013 For Inspections please call: (305)762-4949 Page 6 of 39 4 - Miami Shores Village ' ` :'�PVT= t _ _�� s Building Department JUN 0 S 2013 \y 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 j INSPECTION'S PHONE NUMBER:(305)762.4949 BUILDING FBC 20_ IT34- Permit No. 1 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 4•� • 4, S��5e City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //213 6 4"l1 Is the Building Historically Designated:Yes NO '� Flood Zone: (F Simple ®/3c'!_� �iec� ze 7W Phone#: OWNER:Name(Fee S' le Titleholder) Address: 74 10. le j? S%.e-, city: /``7� i�/ �Ga ej/z e,r State: P� may. Tenant/Lessee Name: Phone#: Z-r° �f Email: CONTRACTOR:Company Name: ,WJ_;'q-X&7_Z'9L Azl® ,/' Phone#: Address: City: State: Zip: Qualifier Name: 2!C d: gyvw 7,zAr,W Phone#: State Certification or Registration#: C C �� Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer.- Phone#: Value of Work for this Permit:$ e;�6o, e) Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New dltepaij2eplac ❑Demolition Description of Work: Color thru d1e: O� - Submittal Fee$ Permit Fee$ /O CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ . Bonding Company's Name(if applicable) A Bonding Company's Address Irl City m State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 41 /� City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur "f Signatur � Owner or Agent Contractor The foregoing instrument was acknowledged before me this c ° The foregoing instrument was acknowledged before me this 2d day of ,20 J%by day of who is personally known to me or who has produced whorl perso y kno o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P LIC: Sign: Sign: Print: riot: ""•„ ANTHONY S NALE5 MyCommissi s My mjpX :NY S.NALts c`z Notary Public-State of Florida My Comm.Expires May 17,2016 2•`'�• Notary r'.oiic-State of Florida �'• : •5 My Con in Expires May 17,2016 :•. Commission#EE 187327 ' 9+ • ' Commission#EE 187327 a> 9�/� > Yx ,� ie�ra,� �6a?� tkdnfVtbt$Py �r�r �r APPROVED BY J Plans Examiner Zoning Structural Review Clerk i (Revised 5/2/2012XRevised 3/12/2012))(Revised 06/10/2009XRevised 3/15/09)(Revised 7/10/2007) T ' f i 3 Gf Iola MIC 'b IC NOWBI � nd�r ��ia�ZT�^7� y SAW UIR+ED,BY+ LAW a $� T 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 321.301.1895—954-831-4000 VALID OCTOBER '1,:2012 THROUGH_, SEEPTE:MBER 30,2013 Dme:DESARATA BUILDING CORP Rts.-; y e'GENERALL CONTRACTOR (CERT TED Business Name: Busine.i:c Type:GENERAL CONTRACTOR) Owner Name:RICHARD EDWARD HOWERTON Business ODened:12/12/1989 Business Location:3523 GRIFFIN RD State/Counly/C,Drt/Reg:CGCO21804 DANIA LEACH Exemption Code: i Business Phone:954-434-7903 Dooms Seats Employees Mach nos Professionals 8 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Year: Collection Cost Total Paid 27.00 0.00 0.0-1 0.00 (1 00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOU It PLACE OF BUSINESS THIS BECOMES A TAX RECENT This tart is levied for the privilege of doing I:t siness within Broward County and is non-regulatory in nature. You must meet a I County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tac Receipt must be transferred when the bu:iness is sold, business name: has changed or you have moved the business location.This receipt does not indii:ate that the business is legal or that it is in compliance with State or local laws ar d regulations. Mailing Address: RICHARD EDWARD HOWERT3N Receipt #01A-11-00011895 3523 GRIFFIN RD Fail 09/27/2012 27.00 iDANIA, FL 33312 I I 2012 - 2013 Will, 165" ME It 10, R Qu, r V ON ki. %-41; t.vv�� O.'r,R'M Tw�.4 0 U iw R. 'All ' 9, 't WM -x k' W,. UK, "g _PF W_ M�y r Ma '�'0�, e , N jj 0,4' WINE, 1w NR OF, 7H� ME a�m my .'`r 1: z U_ TOW w1w gh "r—W 17. d' P4, Ji NO Xg _'PSI `tZ' Ic `jam ,4.1 'z. �sc "NI NO IM WOUR uy Z mWT M I Ail N 111011"CIM M 4. Orr ;n i" _21 -N. 7M At ay. /. 1013— 8:37AM---Gulfsfream Insurance_ No. 6994 P. 1 URR CERTIFICATE OF LIABILITY INSUFANCE DATE FG 05/07 A. 3 r THIS C F'RTIFlCAI'R I ISSUED A 'A NATTER OF INFORRSATION Stm In:suranco Agency, 1no, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5833 Jrobuon Street HOLDER. THIS CERTIF KATE DOES NOT AMI�ID, EXTEND OR AL,T THE COVE RAGA AFFORDE6 gY THE t'OLICIF a BE OYV. Rol aaH3 I�'T, 3021- IAISURE"AFFORDINGI COVERAGE INBUMW Dosarata Building Corp. +NSURERAAaciciont�;asurrsr�4a Cam a Hrid ®fief. Em 1 re Ins Co. 3523 Griffin, ltd. LNSUReac: T_ Dania SI'I.. 33'9.2 1 1 - COVeKAGES N IJRERE ---- THE POLICIES Of INSURANCE LISTED 81ELOInI HAVE BFEN ISSUED'10 THE INSURED NAMED ABOVE FOR 1'HE F+3-ICY PER100 INDICATED,NOTLMTHSTANDINd ANY REOUIREMENT,TERM OR CONDITION OF Aw,CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 11•C i CERTIFICATE MAY ee ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE p0il(;1E3 DESCRIBED HEF:EItd IS SUBJECT TO AJLL THE TERMS' EXZ;_US10N$ AND CONDITIONS OF SUCH POLICIES, AWRE0ATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CI-AIMS. Lin R TYI°EOFINl9UpANIZg pOLIH?YNUL4tBBR DUTE$F�f'EOTIVE p IN WdnTS p4 GI pAL-LIARLPry CPP0000749 1r 02/03/2019 02/0372024 ccu $ 1,000,000 COMMERCIA GENERALUABILOY FIRE DAMAGE Vwywn 6r#) $ 3.00,000 GLAwmADE ❑X occuR / ! / ! MEDEW ftm*peraa+ 3 $,000 R80NALBAOVINAM $ 1,000,000 o�Ra1.AD01�oATE $ 2,000,000 � t38N`LAG0MGATf;tIANrAt�RLkESPER: PFtO0UCT6•GOMPlOFAG(� $ 2,000,000 1C P cY ^r' Lad 7 / - AUTOAMME LLAM.1TY � GOWNED SINGLE INILT �0 ALL OVNiED AUTOS e0DlLY INJIRiY ffiCFEDUtfAAIIICSH (P+Pa'-n) $ HIRED AUTOS BOOY INJURY NoNOYYI�DRUTOS LL(FW"ddwd) g PROPERTY DAMAGE t3ARACiEIJABILiTY AUTO 2KY-EAACCIDENT $ ANYAUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ CESS L1Aa1t LYy 7 ! 7 /� © OGCURREN $ OCCUR 4WM.MADE[ AGpRI< TE $ DEDuOnme $ Lt6T6NTION s _ � 1��00E16PEIMTIGNAND 830-38411. 09/2$/2012 09/2812011 X LLM WAB E.L MCH Nr $ 1,000,000 ,jL DISEASE.EAa1PLO $ 1,000,000 E.LDI ICYuMrc $ 1,000,000 oTiiel; DE> I ONOFOAERA'ILON$HLOOATI ON8NEHLC4R&Q(QLU8�NSADD19OeYEP9yDRBFb1ENT/BPEGlAL1'ROYi�� ��_ CERTIFICATE HOW ER o 3Ut1D(NSUI Le1TeR: CANCELLATION SHOULD ANY OF THE ABOVE 151: URMD MJCIHS HE 0ANOaLI.rgD BMRE THE EX RAW?N DATE TML'MN', 7111 MUING INSIMOK =LL ENDEAVOR TO MAIL 9 0 VAY8 WRITTEN NOTICE TCi M OERTIFICAT11 HOLOW NAR9190 TO THE LR,FT,RU7' NZAM SHORES V MADE FAILURE TO 00 130 SMALL @IP9 1 O LIGATION Oft LIAMLITY OF ANY(HIND UPON THE, BUILDING .DEPT. H rtsAtLANt6 I+IuarA 10050 N.E. 2ND AVENUE AUrHOF&MAMIRESENTATINE MXAtU SHORES FL 33138-- ACORD 2&S(7197) 10 ACORD CORPORATION 1986 W ns INS0258(wo).01 ELRTROnIb LASER FORVIS.ING.-(800)327-0548 Pagel Of I I � SUN 0 2013 John P. Thompson, Jr. PE roJect# : 13012 Date: 05/07/13 512 North Luna Court Door Replacement Kroboth Residence Hollywood, Florida, 33021 257 NE 103rd 5t. page 1 of 1 954)494-095G PE#32703 iami Shores, FL Building Forces: {Buildings t per E 7-10) Classification = II Banc Wind Speed, V = 175 mph Exposure = C A5D Factor = 0.6 h, mean roof height, ft. : 15 Kh = 0.85 G = 0.85 z, height above ground, ft. 5 15 Kz = 0.85 Kzt = 1 .00 enclosed GCpi = O.18 Kd = 0.85 qh = (.0025G)(Kh)(Kzt)(Kd)(V2) = 5G.G psf LRFD qz = (.0025G)(Kz)(Kzt)(Kd)(V2) = 5G.G psf LRFD Components and Cladding: ( per A5CE 7-10 ) end zone, a, ft. = 4 Ne,,aati ve, A51) Positive, A5D Window L Door Opening_ Interior Zone, (4) End Zone, (5) Zones, (4)and (5) MK. Size..inches Effective LC E-,*—f EC P. psf -G-C4 P. psf xmdtll-- hmght Area, fl? .29 -49.8 0.94 1 37.5 80.5 21 .0 1.04 i�: ';�-� <'> -I I Design Pressure Rating, psf, per product approval FL-15 1 180.1 1 : +50.0 -50.0 o•k. Plastpro"outswin9' exterior impact replacement door♦ to ER IT Miami Shores Village APPROVED BY DATE ZONING DEPT cswx BLDG DEPT SUBJECT "0 CCti1PLV*10E MTH ALL FEDERAL STATE ANL)Cr UN ,Y riLL--:S AND REGULATIONS j�,. �;fr��w MIM,A plastpro 5200 W.CENTURY BLVD. ��.FRAW WIDTH U� g $w � LOS ANGELES,CA 90045 Smooth / Wood Grain / White Wood Grain Rusffc /Mahogany o Series N Fiberglass Door a INSWING/OUTSWING 1. nt product has been evatuoted and Is In cmVilance with the 2010 PaIda kWM Code(MC)dructurd requtrements inch the"t o velocity Hurricane zone"MW). 2 Product anchors stroll be as tied and spaced as shown on detofs.Anchor embedment to base mateft Moll be beyond wak dressing or stucco. 0 0 3. When used In the"HVHr this product compiles with section 1626 of the Fiodda Bukto Code and does not require an Impoct resistant covering. 4. When used In areas outside of the'HV requiring wind bane debris protection ttt%product compiles with $ Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missife ievei°V and Irmiudes Wind Zone 4 as defined In ASTM El"6 and Section 16M.t.2.4 of the FBC. 6. For 2x stud framing of these wft Shag be the some om#at shown for N buck maso ry construction. 6. Site condtf ons that deviate from the detaffi of this drawing require A ttier wo*aVQ onolysds by a lensed engineer areWered architect. 7. Oufsvving configuratiom meet Water Infiltration requtrerrients for WHr 8. Inswing cont3guratiars do not meet the water infiltration requirements for the WHr.insuring units shop be installed orgy In non-iiobttoble areas or athditbte locations protected by an ovetav or canopy Such that the once between the edge of canopy or overhang to A Is less fhan 45 degrem5. a T OF �$VESCRUPPON� _ F 1 ae eure. d not d 37.802 3 cross seo tNSWiNG x +47.5 -47.5 oxre a2 21 42 4 valwaosssectim 82.E P.T.S. ° 5 &xkand one -2k buck mow corstnsc�n 37.80" am B> l 6 Frane one -tx buck � ®UTSVWNG x +50.0 -50.0 ev LFS 7 & 80.50" oaxvo ears e FL-1.5180.19 I 1.75'—►j oBt° INTERIOR osl° Ill } r TOP RAIL (COMP.) R u _ STILE FOAM CORE £ LOCK BLOCK � - (COMP.) (2fY LONG WOAD) EXTERIOR (COMP.) (POL 9 PCN I STILE REINFORCEMENT \I (WOOD) o (WOOD) t�'�DI r21 HOR(IOWAL CROSS SEMON 2 \ 35.75'MAX / g o DOOR �. WOVEN PANEL WIDTH� ,..':. •'� FIBERGLASS c o INTERIOR u m Q 0 FO 1 O INTERIOR EXTERIOR &I • 5 EXTERIOR/ SMC SHEEP d SEE HARDWARE id id CHART \ �, 2 DOOR SKIN DETAIL o p N 2 a • W F F a m 2 HARDWARETABIE DAm 02121112 n 1 S (O RAIL �aE N.T.S. 2 MANUFACUER MODE O P.)) d mom.BY. JK m cw en LFS Da SET twos: SIGNATt1RE SERIES 1 _VERMAL CROSS SECTION DPAWM N04 DEADSOER SIGNATURE SERIES(m) FL_15150.11 0 � ro %w_L of 7 1-t/4°luUN. 1 EMB.fTYP) a a Vi ON 20 21 C A LQ ypjLL 8 7 18 INTERIOR 40 $ 3 0 17 3 IN e Ci h z EXTERIOR 10 A J D r3-"\HORIZONTAL GROSS SECTION t-t/4'MIN b ° 1-1 14°NUN i mg. \,3 Shawn w/1 X wbbudc EMB•(Typ.i a >z a ) a E >n B C L °; 15 .1S ° C•SINK C-SINK mP•) pp.) 20 21 20 21 ° L° En O a 7 In 8 8 7 b 40 0 ° INTERIOR INTERIOR 40 b' Z n ° 180- Z N O 2 0 A M F2/21 7i 2 i EXTERIOR EXTERIOR K ® pd scan N.T.S. M 27 11 emu.BY' dK m tatK er: t FS 3 ° E lrtl HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION E ° ° MOM na: 3 atso�apo 3 tnswfi�g ° FL-15180.11 `° a E a m �d A O z ~� ` L 40 3za H i e 21 EXTERIOR INTERIOR 7 EXTERIOR INTERIOR EXTERIOR INTERIOR 2 VERRCAL CROSS SE ON g N %1"N VERTICAL CROSS SECTION A Shown w/�x su�kxuic O 4 awn 9 } o 29 LL o t &I r E • e a EXTERIOR INTERIOR EXTERIOR INTERIOR 40 7 8 4 VERTICAL CROSS SECTION En 31 3 ou 9 co ov.-iion 33 34 0 E 02121112 i soar: N.T.S. ° 3 VERTICAL CROSS SECTION r4"\VERMAL CROSS SECTION ATM' �x m aat.er: LFS 3 4 Out-bv C-ftNation 4 ftwtn9 corffi9waHon owuae¢c rm: See ggeenera notes,sheet 1 fa°Hvwata'fiflihaHon mqukeTmnts r or Z N Q ♦ � � F a 6���Y �_ g7!1 D TYP.HEAD TYP.HEAD &JAMBS &JAMBS o° 0 MASONRY MASONRY OPENING OPENING FRAME _ z 2X BUCK ._. 2X BUCK `g U 5 •a a mm r .o v. SUCKANCHORING SIRIXEJAMS FRAMEANCHORW WGG HEJAMS o Masonry 2X buck com cction vj u � a d CONCRETE ANCHOR NOTES: 1.Substitution of equal concrete anchors from a different suppffer may have different edge distance and center distance requirements. ? 2 Concrete anchor locations of the comers moy be odWed to maintain the min.edge distance to mortar Joints.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to maintain the min.edge dstance to mortar joints,additlonai concrete 2$ 9 a f anchors may be required to eruure the MAX:ON CENTER"dtmeruton are not exceeded. $ 3.Concrete anchor table: 10 Z g r4ztfiHOj7 Afiftyl JdTi(d. Ukk # SNC 02/21/12 i 11-n o TY �M9EDMt F .....:.f D :::: ... .. ... N.7 S.�7..... .... ....... .....: ov%er= JK m' o ITW 114` 1-1/4 2-112` 3" aa.are LFS 3 ELCO 1/4" 1-1/4 1` 4" tATCHbDEADBOLTDETAIt HINGE DETAIL 151$0.11 IL -L OF OF- i w i > �s ILA to J TYP.HEAD 10 o S s &JAMBS 11 Pn n d a of �°► MASONRY °' 1€ OPENING ° twaGe n>:TAn. FRAME cy5 m z_ iXBUCK o a 2. R •Q o. a 27 ST&IKEJAMB FRaMEAtdCHOR1NG HINGEJAMB LATCH 0EA08OLTWAtt o MW0W 1X buckc0mhucilon CONCRETE ANCHOR NOTES: 1.Subsffhftn of equal concrete anchors from a different wpplter may have different edge distance and center distance requirements. 2 Concrete anchor locations at the comers may be adjusted to maintain the mint.edge distance to mortarJaints.Concrete anchor locations noted as MAX.ON CENTER°must be adjusted to maintain the min.edge distance to mortar joints,addtNonal concrete z g anchors may be requbed to ensure the MAX.ON CENTER°dimension are not exceeded. 3.Concrete anchor table: a 4f 4 k:?4?f:t: # F 1 kR..... :. . .........................:... Z 1 Std 1kJ E 11 Nf ::�4tASfi l i 11�' Ff�1# �A.... C?R o 0 ...::::•::•::•......:.:::.. . ....... ......... ....-.-. .:...: a 002 21 12 i g 114° 1-1/� 2-1/2° 3° :Mum N.T.S. s d ELCO 114° 1-1/4° 1" BY: JK m lTW 3/16° 1•1/a° a-sls as/4° DRAW= Ft-15180.11 n � o WnrsOF_L fin �4.56'� R � R o BILL OF MATERIALS 4-W OW S BEWJ Wi6N MATERIAL i A 1X BUCK SG>=0.55 WOOD m z B 2X BUCK SG>=0.55 WOOD I1 $ +'a C 1/4 MAX.SHIM SPACE ty 23G --27 241 2I T D 114'X 2-3/4 ELCO OR ITW CONCRETE SCREW STEEL o E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI g srl>F 2i P� Z s CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 9 €E S G 3/16°X 3-1/4*PFH ITW CONCRETE SCREW STEEL °n a H 1/4x3-1/4 PFH ELCO OR ITW CONCRETE SCREW STEEI a I 1/4 X 21/4 PFH ELCO OR ITW CONCRETE SCREW STEEL S 4 �S J 1/4 X 33/4 PFH WOOD SC ITW CONCRETE SCREW STEEL K #9 X 2-1/7 PFH WOOD SCREW STEEL L #8 X 2412°PFH WOOD SCREW STEEL M #8 X T PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM A 9 4 X 4 BUTT HINGE STEEL �AD1USfAB1E UWING THBESN0ID z 10 #9 X 1°PFH WOOD SCREW STEEL 11 #9 X 3/4 PFH WOOD SCREW STEEL 2D FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD a m 21 POLY FIBER JAMB COMP./VINYL m 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL g a 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 4.68' m 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC d 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 1 31 OUI3WING BUMP iHBfSNO1D fA z F 4.56° � J 203'--►I a m • R � z m z �-� 2 U r /s��0!UTSWING TNRESHOID BY DLP �'�02 21 12 £ e,A N.T.S. S Drs.W. JK mm cm BY. LFS 3 Dplaw mw d FL-15180.11 w a sHmr 7 ovZ ro R W R VV Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Category Sub Category Manufacturer Product Name Swinging Plastpro Inc. Smooth/Wood Grain/White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"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.9N-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 2010 Florida Building Code structural requirements including the"High Velocity Hurricane Zone". 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 the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring Wind-borne Debris Protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets Missile Level"D"and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.11 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the"HVHZ".Inswing units shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15180.11 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. CTLA 924W and 924W-1 TAS 201,202,203-94 CTLA Ramesh Patel,P.E. ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM D1929-96(2001),ASTM D638-03 ETC 08-209-20609.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Gudinder Dhami ASTM D1929-96(2001),ASTM D638-03 ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E. ETC 05-255-16776.0 ASTM G26-95,D2843-99,D635-98, ETC Laboratories Joe Doldan,P.E. D 1929-06,D638-03 2. Miami-Dade NOA Materials Testing 10-1209.01 HP Polypropylene 3. Drawing No. Prepared by Signed&Sealed by No.FL-15180.11 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 5. 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. Lyndon F.Schmidt,P.E. FL PE No.43409 2/24/2012 PF 1647 Sheet 1 of 1 I t I 1p atC.vy LFdAA Lai , zo;( 'I -tic% Sig(. f �m ml I ti 0 Florida Building Code Online Pagel of 5 q � a *W td BaS Home Log In User Registration Hot Topics i Submit Surcharge (Stats&Facts Publications (FBC Staff j SCIS Site Map Links Search f Busines Prafessi I Product Approval USER:public User Regulation ftduct Approval Menu>Product or Application Search>Aodication List>Application Detail FL# FL15180 33 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext16 rickw @rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext18 scotgohnson @plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext16 ronoconnell @plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lyndon F.Schmldt,P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15180 RO COI Certificate Of Independence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 http://floridabuilding.org/.nr/pr app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8HCLWJ4... 6/5/2013 Florida Building Code Online Page 2 of 5 ASTM E84 2005 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS180 RO Eouiv of STANDARDS.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/07/2012 Date Validated 02/26/2012 Date Pending FBC Approval 03/05/2012 Date Approved 04/03/2012 Summary of Products Go to Page a 0 0 Page 1/2410 FL* Model,Number or Name Description 15180.1 a.Smooth/Wood 6'8"Impact"Glazed Fiberglass Single Door-Outswing(X Grain/Rustic/Mahogany Series N -Configuration) F Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 RO II Inst 15180.1.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 15180.1 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.1.1>df any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15180.2 b.Smooth/Wood 6'8"Impact"Glazed Fiberglass Single Door with"Impact" Grain/Rustic/Mahogany Series N Sidelite-Outswing(OX or XO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RO II Inst 15180.2.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 15180.2 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.2.odf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15180.3 c.Smooth/Wood 6'8"Impact"Glazed Fiberglass Single Door with"Impact" Grain/Rustic/Mahogany Series N Sidelites-Outswing(OXO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS180 RO H Inst 15180.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.3 for Design Pressure Ratings, FLIS180 RO AE EVAL 15180.3.pdf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15180.4 d.Smooth/Wood 6'8"Impact"Glazed Fiberglass Double Door-Outswing Grain/Rustic/Mahogany Series N (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 RO II Inst 15180.4.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 15180.4 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.4.pdf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8HCLWJ4... 6/5/2013 Florida Building Code Online Page 3 of 5 15180.5 LeSmocoth/Wood 6'8"Impact"Glazed Fiberglass Double Door with Rustic/Mahogany Series "Impact"Sidelites-Outswing(OXXO-Configuration) lass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RO II Inst 15180.5.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 15180.5 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.5.pdf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15180.6 f.Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X 11FIberglass Door -Configuration Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 RO II Inst 15180.6.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 15180.6 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.6.pdf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15180.7 g.Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Single Door with"Impact" 11FIberglass Door Sideiite-Outswing OX or XO-Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 RO II Inst 15180.7.odf Approved for use outside HVHZ:Yes Verifled 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 15180.7 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.7.pdf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15180.8 h.Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Single Door with"Impact" 11FIberglass Door Sidelites-Outswing OXO-Configuration Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 RO H Inst 15180.8.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 15180.8 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.8.pdf any additional use limitations,Installation Instructions Created by Independent Third Party:Yes and product pardculars. 15180.9 1.Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Double Door-Outswing 11171berglass Door XX-Configuration Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 RO II Inst 15180.9.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 15180.9 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.9.pdf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15180.10 Smooth/Wood Grain Series N 8'0"Impact"Glazed Fiberglass Double Door with Fiberglass Door Impact"Sidelites-Outswing OXXO-Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 RO II Inst 15180.10.0 Approved for use outside HVHZ:Yes Verifled 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 15180.10 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.10.pdf any additional use limitations,installation instructions Created by Independent Third Party:Yes particulars. 1518,0.11 k.Smooth/Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rusdc/Mahogany Series N Inswing/Outswing(X-Configuration) F Door ff-MIt—s-of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 RO H Inst 15180.11.g_df Approved for use outside HVHZ:Yes Verifled 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 15180.11 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.11.pdf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. http://Roridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8HCLWJ4... 6/5/2013