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SGN-09-1652 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 126584 Permit Number: SGN -10 -09 -1652 Scheduled Inspection Date: April 27, 2010 Permit Type: Sign Inspector: Bruhn, Norman Inspection Type: Final Owner: CHURCH, MIAMI SHORES Work Classification: New ONOVIrIc"AU Job Address: 601 NE 96 Street Miami Shores, FL 33138 -0000 Phone Number (305)751 -5917 Parcel Number 113206017170 Project: <NONE> Contractor: CD SIGNS CORP Phone: (305)889 -0440 Building Department Comments Replace exisiting 2" letters with 3 1/2" letters "Miami Shores Presvyterian Church" on McArthur Memorial Chapel Inspector Comments Passed ��� e� 0 Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 26, 2010 For Inspections please call: (305)762 -4949 Page 2 of 29 p �r . Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 �� Phone: (305)795- 2204� - Expiration: 1 2 1 Project Address Parcel Number Applicant 601 96 Street 1132060171700 Miami Shores, FL 33138 -0000 Block: Lot: MIAMI SHORES PRESBYTERIAN Owner Information Address Phone Cell MIAMI SHORES PRESBYTERIAN CHURC 601 NE 96 ST (305)751 -5917 MIAMI 38 Fl- 33138 -2741 Contractor(s) Phone Cell Phone Valuation: $ 650.00 CD SIGNS CORP (305)889-0440 Total Sq Feet: 3 Type of Sign: Wall Sign For Inspections please call: Electrical Sign: No (305)762 -4949 Height: 67" Available Inspections: Width: 94" Inspection Type: Color: WHITE BACKGROUND & BLACK LETTERS Elevation: Final Plans Submitted: Yes Additional Info: lassification: Commercial Fees Due Amount Invoice # Total Amt Paid Amt Due CF $0.60 SGN- 10-09 -36106 $ 104.60 $ 50.00 ducation Surcharge $0.20 ermit Fee $100.00 SGN- 10-09 -36106 $104.60 $ 104.60 $ 0.00 ermit Technology Fee $0.00 ;ca nning Fee $3.00 ubmittai Fee $50.00 ubmittal Reversal Fee ($50.00) echnology Fee $0.80 otal: $104.60 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 pe aining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac mpting 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. O NERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co istruction and zoning. Futhermore, I authorize the above -named contractor to do the work stated November 24, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Wilding Department Copy November 24, 2009 1 `tl, ,O q Miami Shores 'Village C' r Building D ep artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. �N f0 Oq (052 - PERMIT APPLICATION VEM ster Permit No. FBC 20 0c, x,2009 ,. Permit Type: BUILDING- ROOF S �,.`�```� 2 J Owner's Name (Fee Simple Titleholder) ,M N►. i 4a48r2ao aw' Phone # ( , 5j 7,d 9cS`--1 Owner's Address City )VA aA t 511 o re, State , L Zip 3.3 13 J — --7 q Tenant(Lessee Name Phone # Email Job Address (where the work is being d(ne) 4 0:1 A147 R L 31' AV 3,?Iay - -1717 City Miami Shores Villaee County M iami -pade Zip FOLIO I PARCEL # i Is Building Historically Designated 'YES NO Flood Zone Contractor's Company Name S1 6:, vS 0029 Phone # Contractor's Address JJ • In/ - 7q �Av €N U-C V A1 i r I City SALE State lGL Zip Qualifier Name 1),+ &-1 ig e, C Q 9 (F;44V ®° Phone # � ems] ` 0 1 4 State Certificate or Registration No. Certificate of Competency No. A 00 - 3`� Contact Phone ?� 0 S— '1 enl 0 E -mail b 5 9 9 A O1.. � �� �' 4- 1 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _ _tom n . 4 0 Square / Linear Footage Of Work: 3 S0 Ee ?"' Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: LryrrRS Gt.17H .3Y i' ` ramizs {� MI,4-.n -0 Res Ck1` 9-+ IV IC4kWu e. / CAMCL /Ylohiu ��i i ` t � / , � � , ���+ e��x�o rt��** �ax ��a��� x* ��F����a��ru* �r�* ��, ��, x, ��x���� ,���,����a,�,r�x���,���,��� . Submittal Fee $ lD • Permit Fee $ /e a E CCF $ CO/CC S Notary Training/Education Fee $ Technology Fee Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 5 See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip i Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 4 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 understan&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 certifted copy of the recorded notice of commencement must be posted at the fob 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.. Signature G:✓� ;rj (�e- ,,,�,u J Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foreg ing -' tnunent was ackn edged bef e tl isQ day of 200 9 by GC)r %da (� . ly omE� day of , 2t1, by who is ersonally known tom r who has produced who is pIe ovally kno to me or has produced As identification and who did take an oath. 0 on and who did take an oath. NOTARY PUBLIC: N TAR PUBLIC:, Sign: /t/7 !A Sign: Print:. Print: WB yy� illo NOTARY PUBIX -STATE OF FLORIDA My Commission xpires: �., Sylvia Halter My Commission Expire Commission #DD665457 ° ,,,,,,,�° Expires: NNE 08, 2011 BOIIDID TB FT t43? ANTdB $ ®N� NO CO, INC.. go13�� APPROVED BY Plans Examiner t Zoning Engineer Clerk checked (Revised 07 /10 /07XRevised 06/10/2009) is (,[ r s AIN shoots PptsbyUlfin ONO n" October 5, 2009 Miami Shores Village 10050 N. E. Second Avenue Miami Shores, FL 33138 Dear Building Dept. Personnel, Miami Shores Presbyterian Church authorizes CD Signs, Corp., 8125 N.W. 74 Avenue, Unit #1, Medley, FL 33166 to install signs on the church property at 602 N. E. 9e Street, 601 N. E. 9e Street and 9405 Park Drive in Miami Shores. Sincerely yours, Wilda G. Womer, Business Manager 602 NQRTIiEAST 9e STREET • Miami Skows, FtoRIdA 33138 • TEtEpkONE: 305 - 7549541 • FAx 305 -758 -9597 E -Mail: sRwtANd ®MSpc.NET • WEb SITE: WWW.MSPC.NET t MIAMI SHORES PRESBYTERIAN G.Krishrra Rao, P.E. CHURCH ; SI C, N 1808 SW 87th Terrace MIAMI, FL. Davie, Florida 33324 SHEET NO. I OF 3 (854) 802 -1267 DATE Ilk -I l Lpt State Of, bfwa P.E. No. 41516 W WD LO AV 0!; dad SI CA M L bqTM WIMO LDAJD x 60 F• WIDTH LOA LCHCY 24 I <t2 00 - OF use 3 -�.� kw� Ic ' a v ' MECALWind Versi ®n 2.0.2. 7 - 05 Developed by )MCA 8ntezprises, Inc. Copyright 2009 :uw.mecaenter prises. com Date : 11/7/2049 Project go. Company Name : Designed By p Address Description City Customer Name State Proj Location File Location: c: \Program Files \MCwind \Dafault.wnd Detailed Wind Lead Design(Method 2) per ASCE 7 -05 Basic Wind Speed(V) = 146.00 mph Structure Type = Other Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha 9.50 Zg = 900.00 ft At 0.11 Bt = 1.00 ,Ann = 0.15 Bm = 0.65 Cc = 0.20 1 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft B - Horizontal Dim. = 5.75 ft Ht- Grade to Top of Sign= 10.75 ft W - Sign Depth 0.10 ft S - Vertical Sign Dim. = 2.58 ft Bs- Ratio of B / S = 2.23 Sh- Ratio of S / Ht = 0.24 E - Solidity Ratio = 100.00•$ Gust Fsetor Category I Rigid Structures - Simpplifaed Matbbd Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust factor Category 22 Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.23 Lzm: 1 *(Zm /33) ^Epsilon = 427.06 ft Q: (1/(1 +0.63 *((B +Ht) /Lxm) ^0.63)) ^0.5 - 0.96 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *1zm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Design in Pressure Other Structures Elev KZ Ksst qz W Pres Cf ( 1.80) ft psf psf ------- -- - 10.75 0.85 1.00 39.374 60.24 10.00 0.85 1.00 39.374 60.24, , Mote: N Pres Cf is Wind Pressure ]erased on Cf (Force Coefficient) Figure -20: WindLoads for Solid Signs & Freestanding Walls r Case A ca" B Wind Xlind RAMC Wind RaW Cf - Force coefficient 1.80 Rd - Reduction Factor 1.00 Kz 0.85 Kzt 1.00 Qz 39.374 psf Wi pressure at zlevatLon 10.75 ft 60.243 psf Notes- 1) Signs with openings comprising < 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) c a se c only applies when Es >- 2 case C S Balatwe Balance S S S 11 1 IL J i k A VL Wind F F Wind F Distance from Cf RE Kat Qh Wind Pressure 0 DIstanae leading edge ft Forces Coeff. Pof Psf --------------------- 7 -- 7 ---------------------------------- 1 ------------------ From 0 to 2.6 2.33 0.85 1.00 39.37 77.98 From 2.6 to .5.2 1.55 0.85 1.00 39.37 51.88 From 5.2 to 5.8 1.15 0.85 1.00 39.37 38.49 RdC - Reduction Factor for Case C (1-8 - S / Ht) 1.00 Note. when s / Ht > 0.8 then Cf must be multiplied by RdC. INDIVIDUAL CUT OUT ALUMINUM LETTERS LOCATION: NORTH NON ELECTRICAL SIGN O . SIZE: 24 SO. FEET 141 1 1/4 "Aluminum cut out individuals letters mounted on the wail j with studs double side tape and silicone painted Bronze MP20156 LMSPQ"' fLfMtflTfiPT �QflooL Jf, M LOCATION: NORTH 7 d PfiPt M"" Pn I n' OUT COLOR:BRONZE MP 20 156 _ N CO CRETE WALL i 29 31„ - I 1 1 - - - -- - -- _ AREA Sl �98' AU -- - - - - -- ------------ - - - - -- — 1 - - - -- Ep Th To d Semed yR To bVall Th. oxy Resin 2" PENETRATION Studs are Tapped Imo Back MI Letters AA to 3 FOR EACH NORTH LOCATION _ LETTER INDIVIDUAL CUT OUT ALUMINUM LETTERS NON ELECTRICAL SIGN LOCATION: WEST SIZE: 36 SQ. FEET 1/4" Aluminum cut out — J LOCATION: WEST individuals letters mounted on the wall COLOR:BRONZE MP 20 156 with studs double side tape and silicone painted Bronze MP20156 a 197314" AREA SIGN MAI � PPtSbTTtNfln UP( a c� US000L CONCRETE 114 WALL 18' -8" nPT, 1 All Thread Stud Secured 14'5 To Wall T.. Epoxy Reef. 2' PENETRATION Spat . Tapped Ira. Back Ot ers MIN 3 FOR EACH LETTER 47' NON ELECTRICAL SIGN EXISTING MONUMENT SIGN LOCATION:SOUTH -WEST Sin existi monument SIZEZ; 3 SQ. FEET g g oes on ex g 114° Aluminum cut out individuals letters mounted on the wall with studs double side tape and silicone painted Bronze MP2 0156 59 314" PRESBYTERIAN CHURC14 - r - 1 MIAMI SHORES 114 wal r Mc ARTHUR MEMORIAL Mc ART I I L; R CHAPEL 67' i MEWDRIA,L C�r� =�,? LL MIAMI SHORES PRESBYTERIA CHURCH 3o . , _.... . __ M Thread SWd Segued To Wed TV" Epoxy Resin 2" PENETRATION Surds are Tapped bdo Bads MIN MN 3 FOR EACH _ _ - 94" NEW SIGN INDIVIDUAL CUT OUT ALUMINUM LETTERS LOCATION: EAST NON ELECTRICAL SIGN SIZE: 24 SQ. FEET r 114" Aluminum cut out LOCATION: EAST individuals letters mounted on the wall COLOR:BRONZE MP 20 156 with studs double side tape and silicone r painted Bronze MP20156 . 141112. SP tLf trT PT S. III _ " T 1� AREA SIGN 0 d P P f n 0'" A 0 N I -- -- - - _--_ - - - -- --- -._� _ CONCRETE WALL I r - - - -_- >cn'TE'v�FTTERB 1"�C ftf "1f�1fii?Y 'tiC)" — 31,. All Tweed Stud Secured 71 To Wen Thru Epoxy Resin 2° PENETRATION Studs are Tapped Into Back t I 8, 8 " 1 MINefd�N 3 FOR EACH LETTER I EAST LOCATION 55' ,! NON ELECTRICAL SIGN 1/4" Aluminum cut out EXISTING MONUMENT SIGN individuals letters mounted on the wall ' ' 1 co' ' M i with studs double side tape and silicone Sign goes on existing monument painted Bronze MP20156 a� 59 3/4" 1 I I C. ° 11 0 ri oil 4)1 �' of ' oG Ul N r— C l o � Loi co 00 1 � L— U �, U) Q1 co 1 1 ' -- -PR SBYT RIAN CHURCH I, onto' � i 1/4" wall J al i =1 1 1 sr Mc ARTHUR ' U, , MEMORIAL c i '"' c T - -�„ , o • L M HU 77 , �/A "THICK CUTOUTAWMINUM 6 7 PAINTED LETTERS CHAPEL - - -- - - - - -- LU IRP � MIAMI SHORES c 1 1 PRESBYTERIAN CHURCH '30 - - - -_ -- �' '0 i', �� All Thread Stud Secured To Wall Thru Epoxy Resin 2" PENETRATION ; I Studs are Tapped Into Back ; 1 Of Letters 1 ' 0' q ___— INIM N3FOREACH u „b i i r i E _ -- - -- - -- - --- - - - -- -- �I LETTER w ,xx w 69 i F - SIGN ' _ M =.3 M 0 0 0 r a. a ,;, ,?