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WS-09-1717 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 2204 �f1 Expiration: 07/121201 Project Address Parcel Number Applicant 49 110 Street 1121360040270 C/O THOMAS J KELLY INC. Miami Shores, FL 33161 -7043 Block: Lot: Owner Information Address Phone Cell C/O THOMAS J KELLY INC. 8125 120 Street MIAMI FL 33156 - Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 RCPA BUILDERS INC (305)233-0858 (305)525 -3691 _.. .... . Total Sq Feet: 0 Type of Work: DOOR For Inspections please call: No of Openings: 1 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $0.60 WS- 10-09 -36182 $ 114.60 $ 50.00 s Education Surcharge $0.20 �r_ Permit Fee $110.00 WS -09 $ 114.60 $ 114.60 $ 0,00 Permit Technology Fee $0.00 Scanning Fee $3.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $0.80 Total: $114.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated January 13, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy January 13, 2010 1 AC# 4 STATE OF FLORIDA J)EPAR Tb%6 NT OF BUS PROFESSIONAL REGULATION NSTRUCTI N RY .LICENSING- BOARD SEQ L08092700694 LIC S R .> k 0`9' 27 00.8 Q8T019090:. CGC15a791T r The GENERAL ' `C43�T`I'RACTOR_< A, N,Omed.below;IS.CERTIFIED 'Evader the provisions of Chapt 8 . E4irat ciaa tdate s AUG 31, ' 2010 er 4 r CORTES, RICHARD � RGPA'BUI LDER IC 8.37 .SW. ` 12 0TRE PINECREST FL 33156 CHARLIE CRIST CHARLES W. DRAGO. GOVERNOR SECRETARY DISPLAY AS*, REQUIRED BY LAW i �"my I S # Yelt'1�A °iF E#Uillf."� �'�Y3S 4-0—s4 p yy 'F y „�,;,�, 2 `ss tf v y7 r <' tib a �RS � i ,' WliCE1tY ; 41 E:A�, $tjLXING t01�TtACi1R k DO NOT FORWARD = YHA 1�tY *.' RCPA BUILDERS INC RICHARD CORTES PRES a ` 8127 SW 120 ST PINCREST FL 33156 K .. � SEE OTHER SIDE I j PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION I' Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY 0 elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS' COMPENSATION LAW 0 0 chapter. EFFECTIVE: 03/23/2009 EXPIRATION DATE: 03/23/2011 Pursuant to Chapter 440.05 {12), F.S., Certificates of election to be PERSON: RICHARD CORTES H exempt.. apply only within the scope of the business or trade listed on FEIN: 200082452 R the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt RCPA BUILDERS INC and certificates of election to be exempt shall be subject to revocation 8127 S.W. 120 STREET if, at any time after the filing of the notice or the issuance of the MIAMI, FL 33156 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this 1- CERTIFIED GENERAL CONTRACTOR section. QUESTIONS? (850) 413 -1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 I F 12/23/2009 14:42 3056668014 MCCARTNEY INS PAGE 01/01 ACOR CERTIFICATE O F L INSURANCE OPID � DAT2(LISd110DM'YY1 � A�EI�I 1 2/23/09 _ PRODUCER THIS C6RITFICATE 99 ISSUED AS A IM9ATtER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE L t>aey 8T7�a>aae �3 oX� In c HOLDER. THIS CERTIFICATE DOES NOT AMD, AND OR McC 6739 tact' Road THE COVERAGE AFFORDED BY THE POLICIES BELOW. Miami FL 33155 -3705 Phone 305-666-4444 INSURERS AFFORDING COVERAGE NAIL � INRUR2D INBURERA, x+lauti.lus x>Q.mwance C INSURER Id: 1 �, .5, Bu l a. Inc. INSURZRC: 3 MM1 8 FL1331 � INSUR It ER INBUR£R 6: VERAGES .:;G POLICIES OF INSURANCE LISTED BELOW HAVE BEEN I$$UED TO THE INSURED WNW ABOVE FOR THIS POLIDY t'£R OO =ICATED- NOT4II1'i'HSTANOM av REOUIRELENT, TERM OR CONDITION OF ANY CONTRADT OR OTHER DOCUMENT WI'M RESPECTTO WHICH ME CERrIRiCATE MAY EM ISSUED OR Y PERTAIN, THE INSURANCE AFPORD® SY THE POLICIES OEM= HEREIN IS SUWGCT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF OUCH GIEB. AGGREGATE LOW$ $MOWN MAY HAVE BEEN REDUCED BY PAID CLANS. :r38 TYPE OF lusuamm POL W NUMBER LIMITS (96:NRRALLIABILIrY EACHOD $1,000,0 R COMME RC IALGENEiAL.LWKITY VC891990 04/11/09 04/11/10 PRMS s $100,000 CLAIMS MADE 57 OCCUR LIED UP V4V era Pelsol} $ 5,000 PERSDNALRADVKWRY 81,000,000 GENERALA63MSATE $2,000, WnAWR@OATELDIITAMINPBR PRODUM- COWIDPAM 0 2 000 000 POLICY wa E7 LCO Jft Sea. NONZ AUTOMOSLE LIABILITY GQ � -NSINOL6 LET S NY AAUTO ( � a ALL OWNED AUTOS BODILY INJURY S t n1 S SCHEOULEDAUTO HIRED AUTOS BODILY NCN- 0wL1E4 AUTOS (P."= S � � DALIAGE S OARAf6E LJAB1131Y AUTO ONLY - EA ACCIDENT ¢.1. ANYAUTO sew EAACG 5 ALI NLY: AG(3 EXe IFARRO I A l wImuTV EACH DCCURRB 8 OCCUR El OLAIMS BLADE A001I ATE S t DIDUCTIM RETENTION L{ $ WORI(ERS GOLB+WWTICN AND TO OMPLOYMr LIABILITY ELL EACH ACCIDENT MANYPROPRIL•TORIPARTNERWOUTIVS S OFFICE IIRRRRIWOWDEDt EL DISEASE - EAEMPLO $ If SA S, des�a98e under CIAL PROVISIONS tukdW Fab. DISEASE - POLICY LIAMT S SPE OT"ER I DESCRIPTION OF OPE RATiONS t LOCATION$ I VPIWEES IMMUSM w $Y MOVIRSIRMT f SP2MAL. PROVISDNB CERTIF9CATH HO LDER CANCELLATION TjZ SHOOED ANY OF THE ARM 0=RWA POLIOIEB BE CANCELLED MPORE THE WMATRIN OATS THRIMP, TW MWIN6 INSURER WILL. MMEAVOR TO WWL. 10 DAYS Mff TIM WWII TO TO OISRTIFICATE HOLM NAMED TO THE LOT, BUT MURK TO DO 80 SHALL, village of Miami Sharon MGM NO OBLIGATION OR LIABILITY Of ANY KIND UPON THIS INSURER, ITS AGENTS OR 10050 NTH 2nd Ave. REPRESENTATRfE9. ffi3Rm3 Shores FL 33139 AUTHOWW REPRESENTATIVE oC the ACOR D 26 (2001106) O ACORD CORPORATION 1908 Miami Shores 'Village kj� Building Department OCT 1 ���� Tel: ( 305 ) 795.2204 Fax: ( es, Florida 33138 305) 756.8972 10 .2n Avenue Miami Shores, S PHONE NUMBER: �° . INSPECTION ' R: (305)762.4949 BUILDING' Permit No\ am — nn PERMIT APPLICATION Master Permit No. FBC 20 Permit Ty : BU�OOFING- Owner s Name (Fee Simple Titleholder) # 7 �j Owner's Address gLe A � .. ` • " & 0 a Z • � 1 City Mj 1 S60 State J n=A . Zip s Tenant/Ussee Name Phone # Email Job Address (where the work is being done) _ .4 vat 1 City Miami Shores Villa County Miami -Dade Zip ?j FOLIO / PARCEL # Is Building Historically Designated YES NO Floo Zone - / S; - - k 3 Contractor's Company Name _� °: �( - e# Contrac t 's Address Ci State �'�,.�• Zipj` Qualifier Name Phone # r State`Certificate or Registration No. Certificate of Competency No. Contact Phone E-mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ iGS.r�✓s 00 Square ! Lilnear Foa Of k: Type of Work: []Addition FiAlteratiori New place ❑D emolition Describe Work: tom'. ���- r,�. a '' _ ,, , t2 -MCI A C �T 19 F Submittal Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation dater Structural Review. $ Total Fee Now Due $ See Reverse side —� Bonding Company's (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 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 permitmust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR- CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify thatall the foregoing informationis 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 t ©_pplicant 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 lden law br chure will be delivered to the person whose property is subject to attachment. Also, a certed copy of ihe'recorded notice of com a eme ust a posted at e site for the first inspection which occurs seven (7) days after the building permit as ' s In th sence such posted notice, the inspection will not' approved and' a reinspeeton fee wild be charged..' t% Signature Signature caner or Agent Contracctt�o94r� The £o am ' ent was a owledged efore a Th' a6 "g� g - M ® w� a�owled P before me this day 2 b y "� y of n 0 , by CCJ� ��L who is p rsonally known to me or who has produced who is personally known to me or has produced . l D ( 1 V U and who did 4th. . as identification and who did take an oath. . NOT AY PUBLIC. F �� 7�� p�� NOTARY PU$ C: Sign' ��° Sign: Print:."o.N Print: My Commission Expires My Commission Expires: e 4 e , kit kds Y ieSt4etkrki• 4nY8edF9c�9egc9rl r3e�e, Y, �{ t4tde / � a2�k / 4c � k�e�e4e3r.tt�ki� &�k X�ir�e4ede,YBnFrk kYe Seek* 9ttk3c$ tYrkArik�Yek9a4e4r? r, FBnYdr9e9eskdF ,F�e�ie4eBrit9t9:dt k9t4e,Y4ade kde4e,�t8: APPROVED BY �!�$2 Plans Examiner Zoning Engineer Clerk checked (Revised 07 110 /07)(Revised 06/10/2009) �'"'� rpr ti 4444 U.P. O1H- - - —U /H -- ---p /H - -- u ^ /H--- a /H-- -- --19 /H • u / M �! • • • • • • „5 ... .. .4444•• •• 4 „ 10 APf� PA TJ .: ..:..... 4 444• 4 75.00'(R/M) ..:.. } 4444 • ••• • 4'CH.L.F Q �•• •• •• • •• :• �F yi:i::'i'.ir`:':: 0 406000 • • m ...... C�l Lo 0 0 � ::�:::.::'• 4444•• o• • • • ap L� m • 0400 0 • I • Q r G ` &CI i A/C 1 �_ .....; 2.5'x2.5' 9.65 11:x';: 0' 14.20 `�� dam` _ .�., °'/ i/ %50,$ %' % i v� w / //! U . / EC 2 9 2009 .— - ----------- - - v I / N O � ~ f I I- � - ' � o G a— C1 r c� 1 18.50 N- TI' O� v % • c. G4 '(4i. L.F. , 9.71 / / c_ U + 660 7.8' LL: - � ° s(g�1 r ( o x UJ m Yfdq- $Wdx f (ode az9 CN- 00 � l^ , J ' FDA /2” 0 5i o) FD.1 /2" Age, C: � W� I.P. rn 4 . 00 00 I.P. 75.00'(R /M) � a t i� • Iq°' 23.5' PKWY N ,°n too d : : :.......::::::: : -.: ::: . .... ............................... r� 1 F3 0 ASPH RGk: :... _ ... ::::::`. .................... .... .... iV:..: ..�.:.:.... ..:..:.. ':':::;':::::... ... ............................... . 75' TOTAL R/W Florida Building Code Online, Page i of 8 ��":•+�.- � $ �� � �� � .k. �. - - "�, s=ue= ` _ r f: - -�• r s' • - �..�.. ':;: • •. •. . _` _ 0000•• BCIS Home i Lag In user Registration lot Topics i Submit Surcharge Stats & Facts Publications FBc staff oas site Map Litn • —arch• • • • • • • • • 000• l =. k i 0000•• 0• 0000 •••• • • RrodcECitpprtaival 0000 • • • • • • • • • . . g} USM: Public Usw ••:••: •••••• ••••• •• •• •• • 0000•• • l • • � ••N •• • I • • Vii k Product Approva enyi > Product or implication Se arch > f ppiicalmn List > Application bail • • i • • • i • • • • • • • • • - • • • 0000•• y • • • • • FL # FL8841 — R1 Application Type Revision '- Code Version 2007 ., Application Status Approved rte - Comments ,'q Archived Product Manufa Therrna Tru Corporation Address/PhonejEmaii 118 Industrial Drive Edgerton, OH 43517 RE CEWED (419) 298 -1740. sjasperson@tttechnologies.us JAN 0 8 7 �� Authorized Signature Steve Jasperson sjasperson@tttechnologles.us Technical Representative Address/Phone/Email lvl a Shores V illa 7e {duality Assurance Representative APPROV BY DATE Address /PhonejEmall ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDE ��acabttiltlillg.or `t�r`� = ,,,. ' < rrt.T�rluetr`ciiflit?sJ.`�}1• ?itlP•.. �,:.{ l !;�.r r ? A STATE AND COUNTY RULE` AND REGULATIONS i. Buj Code Online Page 2 of 8 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 0000 • 0000 0000.. Compliance Method Evaluation Report from a Florida Registered Architect CR.a M censU..;. ••���� Florida Professional Engineer •"." Evaluation Report - Hardcopy Received 000090 :' • • • 0000 • 0000. 0000 0000 . . Florida Engineer or Architect Name who Wendell W. Haney • • • • • developed the Evaluation Report • • 0000.. Florida License PI: • 0000.. Quality Assurance Entity National Accreditation and Management Institute :•�� •• *• . Quality Assurance Contract Expiration Date 12/31/2011 •••••� Validated By L.F. Schmidt, P.E. Validation Checklist •- Hardcopy Received Certificate of Independence FL8 RI CtOI CER © INDEPENDE Referenced Standard and Year (of Standard) �d ard Year Accepted Engineering Practice 2007 ASTM E1300 2004 ASTM 1:1300 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I. 4,ption D ridabuilding.org' �sn ,' ..�fiC4quwvebCPiai:iSilxx` "'14i� Florida Building Code Online Page 3 of 8 Date Submitted 05/22 /2008 Bate Validated 07/09/2008 00 Date Pending FBC Approval 07/14/2008 '....' ••••�• Date Approved 09/15/2008 • Hate Revised 05/07/2009 ***:00 • • . * 00000 . *000 41*0964, Summary of Products ••••• .• . FL # IfModef, Number or Blam .. .. e D+ascriptloTV • • • • ,• • 8841.1 "Constr Series" 3 x 6'8 "Impact" Steel Single Door - Inswin'. at ; ••••�• Outswing (X Configuration) • 0 00 Limits of Use Installation Instructions '•• ' •. • > Approved for use In HVHZ: Yes FLQ RI II INS 88 41.1.p df Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8841.1 for Design Pressure Ratings, EL884 Ri AE EQ- E 84- 4 0704.p df any additional use limitations, Installation instructions and FL6841 Rl AE_ 8841.1.p product particulars. Created by Indep Third Party: Yes 841.2 B. aConstructilon Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - , nswing or Outswing (XO or OX Configurations) Limits of Use nstallation Instructions Approved for use In HVHZ: Yes FL8041 Rl II INST 8841,2 . df Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N /A Evaluation Reports Other: See INST 8841.2 for Design Pressure Ratings, FL8841 R1 A E Eta - 9 - 00 Q4.pdf any additional use limitations, installation Instructions and FLSB4 AE EVAL 88 41.2.pdf product particulars. (Note - ASTM E1300 -02 utilized for Created by independent Third Party: Yes areas Inside the HVHZ) 8841.3 C. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelites- Inswing or Outswing (OXO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8841 R1 I INST 8 Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See FIST 8841.3 for Design Pressure Ratings, F L8841 _ R1- AE__EQ- E84= (1Q- 04,pdf any additional use limitations, installation Instructions and FL8841._R1_AE_EVAL 8841. tilr?.i ;T�aulebC;: ltt 'ISH_ Florida Building Code 0111ine Page 4 of 8 product particulars. (Note - ASTM E1300 -02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ), 8841.4 D. "Construction Series" 6'Q x 6'8 "Im act" Steel Double Door - Ins��ain or • !••' ••••:• Outswing (XX Config t oo . • i. too •....• Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL8841 121 II INS 1. T 8844. p df • • • • • • ' 0 :too*: Approved for use outside HVHZ: Yes Verified By• . Wendell W. Haney, P.E. 54158 .0000• •, _ „' ..... Impact Resistant: Yes Created by Independent endent Third Party: Yes 0000 ..... ••0••0 . Design Pressure: N/A Evaluation Reports ,.'..' ' ''.' •••• Other: See INST 8841.4 for Design Pressure Ratings, FL81_ QQ , AE EQ- E8� - 0�4.p_df •, 8�# any additional use limitations, Installation instructions and FL8841 R 1 AE_EVAL 8841.4.ad 0 . 00 •' product particulars. Created by Indepe►�lent Third Party: Yes 0000 • ...... 8841.5 E. "Construction Series” '0 x 6'S "Impact° Steel Double Door with Si s • ; • I nswing or Outswing (OXXO Configuration)configurations up to 8`O in height) l Limits of Use Installation Instructions ` Approved for use in HVHZ: Yes FL8841 R 1 II INST 88 41.5.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8841.5 for Design Pressure Ratings, FL8841 R1 AE_EQ- E 84- 00- 04.lul any additional use limitations, installation instructions and FL8841 Rl AE EVA L_8841.S.pdf product particulars. (Note - ASTM E1300 -02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) 8841.6 F. "Premium Series" 3'0 x 6'8 "Impact° Steel Single Door - Inswing or Outswing ( X Configuration) Lbnits of Use Installation Instructions Approved for use In HVHZ: Yes EL8841 R1 II INST 88 41.6.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See: INST 8841.6 for Design Pressure Ratings, FL8841 AI:_EO -E$A- -p4 any additional use limitations, Installation instructions and FL8841 Rl AE EVAL 8841.6.pdf product particulars. Created by Independent Third Party; Yes 8841.7 . "Premium aeries" 3'0 x 6'8 "Impact" Steel Single Door with Sidelrte - Inswing or Outswing (XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8841_R1_II MST 8841.7.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 +.rlabuilding.org/pr /pr n - r VC8Gi ,iJS1 15? rillti i Florida Building Code Online Page 5 of 8 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure. N Evaluation Reports Other: See INST 8841.7 for Design Pressure Ratings, F . FL$841 R1 AE Eta- E84 -00 _[}4, . d f .. �. • • • • • • any additional use limitations, installation instructions and FL8841 R1 AE EVAL 8841.7.pdf • • ' • product particulars. (Note - ASTM E1300 -02 utilized for Created by Independent Third Party: Yes ...... :�� •• "" areas inside the HVHZ)....•� 8841.8 H. °Premium Series" 10 x 6'8 "Impact° Steel Single Door with Sldblkes- •� ..... Inswin or Outswing (OXO Configuration ` ::: .•�••� Limits of Use Installation Instructions ..•..• •• ••••�• Approved for use In HVHZ: Yes . FL8841 R1 II INS 8841.8.p f • Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158: ;• .;. ������ Impact Resistant: Yes Created by Independent Third Party: Yes :••••e Design Pressure: N/A Evaluation Reports .• ••• • Other: See INST 8841.8 for Design Pressure Ratings, FL8841 RI AE EO- E84 - 00-04_ df • , any additional use limitations, installation instructions and FL8841 Ri AE EVAL 8841.>df product particulars. (Note - ASTM E1300 -07- utilized for Created by Independent Third Party: Yes areas inside the HVHZ) 8841.9 I. "Premium Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL8841_RI II_INST 8841.9.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8841.9 for Design Pressure Ratings, FL8841 R1 AEEQ- E8 4-00- 04 sPd_ f any additional use limitations, installation instructions and FLB841 R1 AE EVAL 8841.9.pdf tL) roduct particulars. Created by Independent Third Party: Yes 841.10 . "Premium Series "' 6'0 x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or Outswing QXXO Configuration) Limits of Use Installation Instructions t Approved for use In HVHZ: Yes FL8841 R1 II INST 88 41.1U.pdf 3 Approved for use outside HVHZ: Yes Verified By. Wendell W. Haney, P.E. 54158 � Impact Resistant: Yes Created by Independent Third Party: Yes , Design Pressure: N/A Evaluation Reports Other: See INST8841.10 for Design Pressure Ratings, FL$$41_R1_AE EQ- E84- 00- 04.pdf any additional use limitations, instal[atian instructions and FL8841 R1 AE EVAL 8841.10 product particulars. (Note - ASTM E1300 -02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) _ 8841.11 k. "Premium Series" 3'D x 8'0 "Impact" Steel Single Door - Insuring or ;ildi .vrglpripx_ lap -Vi1a1JSIfxxX3IINll t Florida, Building Code. Online Page 6 of knits (X Configuration) Lknits of Use stallation Instructions ... Approved for use in HVHZ: Yes FL8841 R1 II I NST 8841.11. • '... ' ••••,' Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 5413$.° . Impact Resistant: Yes Created by Independent Third Party: Yes..,... �••• '••• :• Design Pressure: N/A Evaluation Reports ...:.. • ' :....: Other: See INST 8841.11 for Design Pressure Ratings, (=18841 R1 AE EQ- E 84- 0Q- {1 4.pdf 0 •••• .•'• .....• ny additional use limitatiore;, installation instructions and FL8841 R1 AE E VAL 8841,11..Fdf •••• "' • oduct particulars. Created by Independe Third Party: Yes •••••; . ".. •���� ...... 41.12 1. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door with Sjar4llo - •. Inswityq or Outswing (XO or OX Configurattm?) (Limits of Use nstallation Instructions •••••• Approved for use in HVHZ: Yes FL8841 R1 II INS 8841.12.od ••• ' , °� • Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8841.12 for Design Pressure Ratings, FL8841 R1 AE EQ- E8 4- 00- 04.pdf any additional use limitations, installation instructions and EL _R1 AE EVAL 8841. 12.vdf product particulars. (Note - ASTM E1300 -02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) 8841.13 M. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door with Sidelltes- Inswing or Outswing (4X0 Configuration) snits of Use Installation Instructions Approved for use In HVHZ: Yes FL8 841 — RI-11 — INS T 8841.13.p Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8841,13 for Design Pressure Ratings, FL8841 R1 AE EO- E84- 00 - Kpdf a ny additional use limitations, installation instructions and != LB842 _Ri_AE_EV 8841.13.pdf product particulars, (Nate - ASTM E1300 -02 utilized for Created by Independent Third Party: Yes yeas inside the HVHZ) 841.14 N. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door - inswing or Outswing (XX Configuration) I knits of Use Installation Instructions Approved for use In HVHZ: Yes FLB841 R1 II INST 8841.1 4.pcEf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other: See INST 8841.14 for Design Pressure Ratings, EL$841_R1_AE._ EQ- E84- .00- 04.pdf 11 any additional use limitations, installation instructions and FL8841_Rl_AE_EVAL 8841 14.pdf .or�rprlpr iTSFtxtX�l5i3,, 1812010 Florida Building Cade Online Page 7 of 8 Lproduct particulars. 11 Created by Independent Third Party: Yes 8841.15 O. "Premium Series" WO x 8'0 "Impact" Steel Double Door with Sidelites - ,•• .•. Inswing or Outswing (OXXO Configuration) • •' ' •��� +• Limits of Use Installation Instructions •• •• f '• ....:. Approved for use in HVHZ: Yes FL8841 R1 II INST 8841.1 1-pdf 0.0 • ; . • Approved for use outside H1i'HZ: Yes Verified By: Wendell W. Haney, F.E 54158 , s+ � + +••• Impact Resistant: Yes Created by Independent Third Party: Yes ••••� Design Pressure: N/A Evaluation Reports 0.00• 0000 • •• s • 0000•• +.•+• Other: See INST 8841.15 for Design Pressure Ratings, FLB$41 Rl AE_EQ- E84- 4Q- 04.pdf ,•• „• •• ••• •• any additional use limitations, Installation Instructions and FL8841 R1 AE_EVAL. 8841.15.pdf ,,, + +. • •. product particulars. (Note - ASTM E1300 -02 utilized for Created by Independent Third Party: Yes ; • 00000 .. + ++ areas Inside the HVHZ) 0000: 8841.16 P. "Prernium Series” 3`0 x 7'0 "Impact` Steel Single Door in a Split Earn Step . b e 0 Frame - Inswing or Outswing (X Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL8841 R1 II INST 8841.16.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 # Impart Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8841.16 for Design Pressure Ratings, ! R8841 RI AE EQ- E84- QO- Q4.pdf � [any additional use limitations, installation instructions and; FL8841 R1 AE EVAL 884 fi.pdf product particulars. ' Created by Independent Third Party: Yes 88 41.17 Q. "Premium Series" 3'U x 7'0 "Impact" Steel Single Door in a Residential oilow Metal Steel Frame - Inswing or Outswing (X Configuration) [prod lnttts of Use nstailation Instructions pproved for use in HVHZ: Yes FL8841 R1 II INST 8841.i7.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 mpact Resistant: Yes . Created by Independent Third Party: Yes esign Pressure: N/A Evaluation Reports ther. See INST 8841.17 for Design Pressure Ratings, FL8841 R1 AE � -M Q- 04.pdf ny additional use limitations, installation Instructions and Fi.884I R1 AE eval 8841.17.r�df particulars. Created by Independent Third Party: Yes Back Next DCA Ards inistration `Pr /pr aFFr.dtl z " ` 1:; X X3 13.i 8 D ? . tit? Florida. Building Code Online Page 8 of S Department of Community Affairs Florida Auliding Code Online Codes and Standards 2555 Shumard Oak Boulevard - Tallahassee, Ftadda 32399 -2200 (850) 487 -1874, Fax M50) 414 -8436 • • • • 9 2000 -2005 The State of Florida. AN rights reserved. Copyright and Disdaimer . • • • 0000 0000•• Prod a ct Approval Accepts; • • • • Eilim 07 ISO M 0000•• • 0000•• • 0000•• • 0000•• • • • 00.00• 0000 0000 • • ,��jj 0000 0000 0000• Fq 08 ••i•• Awn • • • Y£�aF Ya •• •• •• • 0000•• • 0000•• • • • • • 8.00.0 .�a.�.._ at'C.....tl��..lx;.�„ .•1 _� i X1323 `..•I . � �} • • y•„'. 0000•••• • THERMANTRU •••e0• - � 0000•••• THERMA TRU D ©QRS 1 113 1f4MU9YRrAL M.. FOGERrON, OH 43517 " "" � n � • • • • • • TEL. 14191208-174D WWW •••• • • "{CONSTRU TiON SERIES" r --- ,, 1, - i 00....00 g 000.•9 STM DOOR � �° � LLJ • trjMVr i • • 8 • • :**so: 0 0 .0 . 0 LLA • 1�h1CRhl HOi2; � • • • � 0000 • • • • • 1. ftproducl has bow evaWa dan. islncompRancewil hihe20O7floidaBrlioirrgCade (i�CIshucMd. � '• 4 • eogvlrerrnBrlfs ir�ludir�Hle `tpghvebcityfAx+icrnreZonel (NVNi(. % — Y 2. Fmcluctonchurssi+aL6eo WedandspacedasOmnoadetak .AnchmeftedmWiobosewatertil shallba boyondwall tWi strlgorslucom " 4 3. When umcl it 1he' W Hrifirs product carnpiim vft mckn I Mot the M4M OMrzg Cade aW does rot � raguieeananpoctresi9mstoovranyg. _ A Whrsn used it mm ouWa ar lhe'HYFII` regsming vvW bum debib prakxL fis"s pmduct canpri w'dh a Section tdOY.L? alt H1e 2t10718Cani3 does rroi reguiaon fmpad res�tant ooved�. Thlaproducl meals mis9le ieael'DTandhck des Wind tons 4osd~in ASN E144a. S. For 2KOW rorr*9cw1Marc brta nchoringoftbmunilsshalibethesomacsihattmvmfor21buck mom yconsfrucillm. } i 6. 5decorwdibuattKStdevbtel roenihadetdsart} esdrowin{ Irequuefiaihererrginssrf�arxdp�bya6oerused arregktered arcllrnacl, OuWn;l ca Tigmflons using comid outswAV item N3? meef wuW iAhatk nregWmasersis far li . IMMMcantlralbmarrd oviw4Vcomftututrarnsusrsgitem #31 do not meet the wder Infikilim requ1emen1s fvrlhu WHr shlobo iniiulbd orlthn n4mbitable meal orathah',ub ei0oafiormprotecied i byanovedlrmporcartopywetrHsatH► ea; glai thsedgeotomyapyorwtosilhlessflron _ 6 do ' OWN rtaleof t47ttlflYfS - srr�rr 1 01e18MClianr. n & noise nac 4 2L 418 :- 2 Oampu INSWING 37..'irxWWI +67.0 -67.0 3 3 SUM tLl$ 3 HofP®arlGlaasrssGflonr 4 YediCdcrossOYcBo1e Otl?SWDICP we er AL a S Welk a awjW - 2S buck mai conc5aroilaai (wf low profile burttp ihrnshaldJ ST.t x tSt6#iG' }55.0 -67,0 eat. ee: Ktit41 6 franeandTgdig- 1%6ackrnm5orsu� CUISWFNG 37,Wx19a.50" ++57.0 - 67.0 c� d105: a 7 11 ®of fJafafais & Corn}sonerrss (wf high dour bump thTeshobil Ft -8t14 f . i 5 sxfrr _� ns5 .. E4 s �a 3 X t S \ ElCT@ttOR ,� • l •• -(A2 ' INTEFJ()R :• A8 admrrr�x axML waD3tt I rl -� HOMIflJJ'FA! CRASS SECJJUM • E1 em—M& J .r D I D � i R IEC 1.23' Canslntctgnss�e3 � � � I-t- IAT ---I 0000 �n F J a I � L• 3 `a i V a ' ecue tJ.7 S ` oM: M — AL r u•. gu VA}P1 o•awa �r;: F7.- 8847.1 � o U • • • • EXTERIOR INTERIOR 0000.. • • • ..•0.♦ • •0000• .0000. • u� � 0000 IltYfiRf?R' FI t � o: � ��� 0000•• •�q� � � ••i••0 1 � ' ° �y af�� 0000•• �A�• �, • • q g W " 0000•• I � c:s i••i � �i7lt • • 1 0000 � '�� • � i0i•• 21 I I •• 1 4 �_� 0000•• • 9U 7 t • 0 • 0000•• 3 ° ° 3 I t� • • • • • 3 g t • • • •0000• 000 D Fl •.r & W ' • • • p ' ve 20 �.�+` �✓ � � � ant l4fir IAM e r�+e. trr"a 3 MONO ►Ai (M SIMON 3 (� 4 4 4 3 sm�e7e + r f 27 see, u145A.2offfnFBC MTERI€IR INiE'F:IOR =w r Mow 7 WERIOR EXTERIOR a a '+%' 8 ' ti ° ` 4 t✓ o ti i zz d `' ~ � � • E < � L O.1S' �Q ` F � �t } y • � a� 4 24 t�4 5 CyINC C VtdC M.t'_S. a rHORtEON►,�L CRDSS SEC►K7M 2 Flt1RIIOHTAI CROSS SE-11-1, 11 .. 3 3 hswimcatl�r�rofion 3 Ins�Nno co�tptrraiFxi c ti11�i 3 PF f d ll L" MK FROM. k" NN. FROM • • • �� - ++— MASON7Y EDGS MASONRY MGE 2- lf + �^�'. tI • • •��Sf� 0041••• ' I Z'trglJ. 2-1 l2' raM. FRO . • • � i ,;+� S • • � v M.isoNlY EDGE --• 1.— tAASOVPY ay-we - R!F 0 41 6 • �J _ r • c IIYP.I ! 11YP.) 041..• 4s -z�( 0410..• T 0041•.• p �. 4141 .� � � e • 4141•• ����t "'• • • • 0641. • a8 • ° 0006• gg m S S • 41 - •07'•41• g. aj�.41k= ••641• A ` \:4141' `� 41 `_- • E 41 t, l. • � W • � •416.41. 4141 •41•• INTERIOR EXTERIOR i �� • • • • • /� • • • 0041.•• `� \� i9i •• • • •• • • 40 1 �� 7 �• .•�,�, INIMOR /�� %� EX o INTERIOR EXWVOR z zip �VaWA CR ©SS SECRON = F J _ _ VERITCAI CROSS SE�iJON 4 rlrtx6"'A cuMiam im 4 Sh c�•r,. 9.fi re u+. ad s riipei o 41 e •� • : - Sadina1714542ofMeFOC IMMIOR MEMOR b • 4 i 2 -1 /2' )AIN. FROM I 2- 5/Z'MIN. FNa;A H41RIOR EXTERM KkVDNRY EDGE MASONRY EDGE «. f P ITV d 2 ' 32 ! (j VWCALCW0SSSECT0N f B i I+ls d !! 33 Dor W ii 11 1. 7 31 cl f8QJr8r1781Y1f � % f `. L r A E 2 y ` i, r • r. a F � c 4 4141 E `t z u 2- 1 /7M114. FROM 2- 1ITMi1N.FROM 2- 117'MRJ.FIROW.. f 2-1, FROM � «+ - MASONRY EDGE . � + - MASONRY EDGEE --.+- F ASONRY EDGE -+ � . - MASONRY EDGE 4 24 SO (TYP ItYP -1 Imo) ITYP.) t1. ti c 3 MU ,AL CROSS LE CTION A VERTTCAl C80 SECITQh of rn : Wt4N } 6ti5tiirGTCOnlig�roiion 0 tluiFwngazirrgrrolon Mum m- � she �a o: efot0z sh6et 1 sae Berard 40165. Shr�at 1 ff g F2 -SB41, T 0 itx'Ht'H7'Y /uferi�difvtinr. In''t!Iei�'tm;�:'aflttral ia� 0 re.ierrs:rh rE��ceTr_�i� •mgr .4 nr 7 c< Ir 0 •fie• � k • t €gym .. _...•.• •f•f � YY � • • 6 ' iff• � �Y • f •••• i f••••• �$s, $ ••••• �� _ •• •• a p •••••• MASONRY 1 OPENING • MASOWY t S J r • • • • • • E • • • OPENING TYP. MAD S JAtt85 • • • SEE NOTE I T T I• • • �z • •f•• Ie • • 4 •• FRAME K •• f •••• •� • • fnU vvQ YO i 2Y. BUCK - 2X BUCK a F SEE NOTE 2 x { SEE NOTE 2 � LL rn \ JIUCXANCNI)MGr SROJAATO t' NAMEA- NCHOIP!!!Gs IMSEJAIM }A36alY}+�C L7JGL t]ORSINCGOi' u J. Jf CBcaCox" ete scram n.-N= haringAbuckretI bream WTnLnI' demoncetomasu' ryedges ,aI414'aaiihu- nembedmen}anda - sd 4 %k arorroa Jo adjacent concrete straws. Subs"lon od equal m rrete screws Gram a diftwenf su(frn may hare dWeren. c ` edge d3Jance and carrier d}'stunou requ'remank al fhecorners maybeadr'vsted to mahloir; the mrainurn O F , edge dl w=u to rourtor!uD*. B Caxrefe screw tocwflons naiad as WAX ON CEtIfW marl be acrr r led to rnai*loins the mWnum s adee d JOxrje Jo wm Jar Mgfs. addMonor Conaete screws may be regL*ed to emxa ere modTaml an cenee: dniensibn is n:r! exceeded. �� K e/2a tie Z I'MO ccxr�.rete screws axha ing TraNne aodfor A regain: a mhrrtrA - n 2 -1/2 cieoramce to masomyedges a t- t14'rnbir Jc�rr aL N.T.S. embedmen! aodo mG VnLvn Y ckmYotar a to adacent [aoarr n u=ia sve»s. SubstiliA or egc}al oanaeke screws from o d arent suppFW 2T i aen pr. AL s mrrf have d.Vta%%Izf edge dklanGe and center dWcLnov Cap►a'eie screw krcoBom ni the c giea rnoy be oc italed lo r sr a y 3 rnI TntainMemfii " edge drs oanoetornortorja' sris. Jt Concrete acrewkxvHbnsnafeder '".aVCFttW*nv— al`beadAWe Jo vmwV_ Q malaten then inim�n-n edge disla a a io moeorWv -, ia m is. odd -KOCm"e}e soewsaybe requied to envare the maxirta m on center a JJINGEDf7A /J JAPCKaDEADBOLGDEIAk Ft- 884T.1 c d4nemian is net exceeded. c i' r �y W •roe • • • n� f••f•• y • • • z w '� is • 00 a .f...•• *000 MASON&Y �/ TYP HEAD G SEE NINE 2 • ' • • • • • • ss • OPE NNG JAM N 0000 f• 5 (?�f a • W�TE 1 • • Sff • •••••• • $ • i G SEE MOTE2 d� • • • • • • FRAME mf- Ei { s c iAwwa araoeo VkTAk z lX BHCC F SEE KOIE 1 i w [ 1401E 1 p m 13 SfRIKf JAIdB �,� SEE NaIE l H Moscnp tXtwticconlRuctlor. n NOT€S. z g } a � . I. 1/'4 °LY1 co�9:,fgtBSC�ws aO:.Jla'InB i�pme andAr sfl' nE4u� a mi7imum ? t(?' ciea'ah.^.6 to maPOrl y eda8s. o I - 1. 4" m} tfmumembadmenl n-adom*iramn 3 ° c(BOUT;valoai#CentconavissrmV4. RAW. AanO1fequar concrete iOW M from a CWterenf supAlier axOV hn+a dWfwvi b ed9w dWarbw crx) center Oft tance regvP meals. Cancwte screw bcallonf *1 the camera maybe adylrsled Somantaln the ns'srWwn wipe d'sionce to Rnlor c n ?s it Cowete• imew tacahom noted as ` MAX. al.' CrWMr m:f t beadusted to mawan the miMmuar edge NEE ° dsiance to mpttarjainti. apolllanal Concre7e screws may Lerequs to ensue the mo:6mum on ceryte• e altngrw=rs not exceeded s h.P.S mra er: AL a' 2. 3rt6'JM caxiete screws u+xhwirlgirame flagfta sfi rrrryuie o m4yiarm 2-S/8' cJearanae b moiunryed�es o oa. er: W�ttJ 3 I +' L 'mt�tnumemhedmentandcmfnimu'n2- 114" ctmagceloadbyentc +a-AareiBScessaunlessot'Yt.NWe *� tL- E341.1 o n B d L� • AM • • • `� r 1 � N 000:0• � � •e•••• AUOFIAAMpgA t 1 0000•• �a ie•e•i I A!lDUI o lx� 0.35 WOOD o �— 2.38 � � • s • • • • '71�r } • • 8 211M=SG> =055 fKQOp •ee• �l�1! \ 0000• C I MAK IjCSH4M SPACE wow 14 40 1� •e•••• - 4 q�� e•ie• D 1 iVX2 4'PMELCOCONCRETESC4EW MR ••••e• �4i 0000•• MI SJNRY- 3. 142P SI MIN, CONCRETECONFORMINGTOAC: CONCRETE t 3 • E 301 OR HOLLOW BLOCK CONFORM N670 ASTM C40 ;�,, • • • e • • • • • F 114' X 1-3/f WCONCRETE SCREW STEEL • •ee•e e • G 311C'X311a PT3icIWCONCRIIESCREtiti S 22u" ' • • • e • H 11d "x 3 l id PFH (IW CONCRE7f SCREW STEEL • • • •0000• 1 114"X2.114"T'FH111WCONCRETES7 6t1Yi STEEL j •• • •• • 0 • • J IICX3 .3JS'Pr STEEL • • K RIOX2'PFKWOOD SCREW Sim T'1 L 9 TOX 2112' PFH WOOD5CVEW STEEL 7 SHORT ftACf1CMVR1:SSION WEATM -S M? ERMA -TRU) FOAM x z 8 LONG REACH COMPRESSION WEATMR ^STRIP (IF 0" TR ] FOAM 3 T s 101Y PROFfJF 4 f X 4'MIGE ZV7 UK.(T1iERT TRU1 STEEL 10 MOXII �PrHrro�scREw To STEEL l 11 810X 1 "IRM WOCIORMEW STEEL 17 KW KSETTIfAT i 700 SERIES PASSAGE LOCK SSS 19 HEADER JAMB KAWX 1.25 THERM&,TRU, Pff- SG >=0-42 WOOD 2U SUS JAMB (4A MA X klTTHEI -iRU SG >= 042 WOOD 1 21 11►AKSETTQkN 7TIDSHMS DEADBOLT SUR LATCH Sim PLATTE swk � ¢ 28 1 DT:ADDOLT PLATE STiB. 31 BUMP FACE TH>ESlfOiMOW PROFILE — A — PAW - 7 1 D T- =° 32 DOOR 6077014SWEEP PVC as 561E l T a 1XTNtclalotn z 33 MF ADJUSTING SADDFE7HRESHOLD htllhiKCOW. _ 34 NIGH WMERDAMIM912SHOLD ALUM. c CONMUC F 41 WO1 SKIN: 25GA. (.018 WK F , = 27AM P9 }AIN.a STEEL o 7 42 TOP RAIL COMP. 4A67 rNN 3 43 LAICHSTiLE WOOD — ¢ HIND£ STILE 4YOOD 45 1101TOM RAIL i COMP_ i 46 POLYUREWANtE FOAM JBASF.141be. Da4m M ° z u scup K.T.S. AL 3V 4IGB WPA R DAM R + 11 apt. Br Ma c oantxr; wa: a FL- 8841.1 c . S 9+ ! OF F, 4 Y M iami shores Village KENN an ,M Building Department 10050 N.E.2nd Avenue •► �� Miami Shores, Florida 33138 R Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -171 7 Job Name: 2009 Page 1 of 1 Building Critique Sheet ,� A'Cj iWe_ A ef — vz � Ae �e s X a COG l�Ll�•�_ r Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 FAX COVER SHEET RICHAR0 COR'rFS AA. L GRJDA 3,3 1.5n ; ;A . ' TO Company name F i ca l Attention ate UIVIAN OtTre kaC�tion / CMXe rxaaw l� 1. - number Phone nurttber U urgent El R-tyo ASAP � ®tease Cnm/nertt E] Please review El � ypur rnfamation TOW Pages, fnch4bg cover. –! " 1MENTS �: t. .... .:.............. ................. ............... . ............. s ........•4�. .....�. `�. .............. . ..... .... .... .... .�.. .. too ....... . p w �; Cow -� �- - 3� y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 133748 Permit Number: WS -10 -09 -1717 Scheduled Inspection Date: January 20, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: PEREA, JOSE & LILLIAN Work Classification: Door Replacement Job Address: 49 NE 110 Street Miami Shores, FL 33161 -7043 Phone Number Parcel Number 1121360040270 Project: <NONE> Contractor: RCPA BUILDERS INC Phone: (305)233 -0858 Building Department Comments REPLACE FRONT DOOR WITH IMPACT RESISTANT Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 19, 2010 For Inspections please call: (305)762 -4949 Page 26 of 30