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BP-04-1465Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 12/2/2015 To: Current Owner 9950 NE 4 Avenue Road Miami Shores, FL 33138-2451 Permit: BP2004-1465 Address: 9950 NE 4 Avenue Road Miami Shores FL33138-2451 Date Expired: 3/22/2006 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismael Naranjo (CB()) Building Director �20R14A Miami Shores Village g Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 8/15/2006 To: Current Owner 9950 NE 4 AVE Road Miami Shores Village, FL 33138- Permit: BP2004-1465 Address:9950 NE 4 AVE Road Miami Shores Village FL33138- Date Expired: 3/22/2006 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date: Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8-5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant wl 3 ‘1&'1/\1 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 3313 Inspections Address 550 101 ST NE Page 1 of 2 Printed: 9/9/2005 Applicant: VICTOR ORTEGON & AMANDA MCC Permit Nu e : {BP2004.146-5— Inspection Date: 2/7/2005 Inspection Number: INSP2005-449 Inspection Type: Truss Required Steps: Comments: Inspector: Curtis Craig Status: APPROVED Passed? II Inspection Date: 2/25/2005 Inspector: Curtis Craig Inspection Number: INSP2005-687 Status: APPROVED Inspection Type: TIE BEAM & COLUMNS Passed? El Required Steps: Comments: Inspection Date: 3/16/2005 Inspector: Curtis Craig Inspection Number: INSP2005-904 Status: APPROVED Inspection Type: Footing Passed? [�( Required Steps: Comments: Inspection Date: 3/31/2005 Inspector: Curtis Craig Inspection Number: INSP2005-1165 Status: APPROVED Inspection Type: Truss Passed? I J Required Steps: Comments: Inspection Date: 4/1/2005 Inspection Number: INSP2005-1204 Inspection Type: Roofing Required Steps: Comments: ROOF SHEATING Inspection Date: 4/26/2005 /inspector George De Sharnis Inspector: Curtis Craig Status: APPROVED Passed? [J Inspection Number: INSP2005-1675 r Status: APPROVED Inspection Type: Final Building assed? L�J Required Steps: MIAMI S VILLAGE BUILDING DEPARTMENT 0 as 305-795-2204 Buil ing Inspection Request Date 22 Type Insp'n Flail W JN w3 geoluo Permit No. Eppq-' `t 5. Name O ! C" ( le i Ob Address 5 t C N5 Ia Company I2OflhIco €girtn Phone # Inspection Date q`z3 Approved Correction Re-Insp'n Fee 8/1 tr4 MIAMI SHORES VILLAG �� BUILDING DEPARTMENT 04' 305-795-2204 Building Inspection Request Date g 1 cp l t \/1 T . 1ON Type Insp'n` yn t- WAIL Est Permit No. .BFo 4 Name V r�7 o R OeJ A.oN Address 5J /VM 101 St Company 11Nf'ft-D Phone# (- )zza.-7;7,� Inspection Date `21112- hs Approved Correction ❑ Re-Insp'n Fee ❑ S-rvcc,0 .,44,5—t MIAMI SHORES VILLAGE BUILDING DEPARTMENT a 305-795-2204 �o Building Inspection Request Date 5\ 3 Re0 5- /%LSO a� /`Type Insp'n, S Permit No. 6 P IR® 9-/4 se:91,1--eg N� Name Address53- re)/ sT Company Rzeo" /1/ , Phone # Inspection Date Approved Correction Re-Insp'n Fee el'\IN dS' MIAMI SHORES '(TILLAGE BUILDING DEPARTMENT k>\ 305-795-2204 Building Inspection Request Date 3\ Type Insp'n Permit No. Name Address 5-"YcY/v&loy 5r- Company 610—Q cort... Phone # Aa4A p evoz/--Noc ori-e. a Inspection Date Approved Correction Re-Insp'n Fee - tt MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # Le, Inspection Date Approved Correction Re-Insp'n Fee ,;(s-g Type Insp'n Permit No. Name Address Compaq" Phone # A 7 ', • rft't r ;- ' 4 :—',. ' '''.';--' — :' MIAMI SHORES :VILLAGE j>--,: BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date L1 1 4 OP 0 si --/5L476 co-‘, (21-7 z;---b c /o/ vat cint.462- ‘792/-//6, - sg Inspection Date Approved Correction Re-Insp'n Fee rr. A 1 Ars ma A Am. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Bui)ding Inspection Request Date ,(� Type Insp'n T �/y O O/ 1 Permit No. BR V4 -I4 5. Name ORThiCCON Address 55 d NE, 101 cS+ Company K,lMFIIEID Phone # Inspection Date C12 19 Approved (Po wi c41.‘ dt7 7'1-11's Date Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT � � 305-795-2204 \" Bu'1v4ing Inspection Request `- ;2I Ia Name C��"'---) Address SS 4 A v E CO Company c Phone # Inspection Date Correction Re-Insp'n Fee 305-795-2204 Building Inspection Request ‘`C.) Date z Type Insp'n Fool-1n `-Viurrh 5 Permit No. 3I'U`-i— t "1 S Name V 1 OJT" i tO t 54- Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT �\ Company VCXLv Phone # Inspection Date JL� Approved Correction Re-Insp'n Fee ../tos)-- Pa/ *MIAMI SHORES VILLAGE BUILDING DEPARTMENT \ :, ., ON . Type Insp'n fo& 111CA CO U nc) 115 S. .z. Permit No. Name Offe,c f-) Address (\i (Q 1 Company Dak. v- Phone # li 305-795-2204 Building Inspection Request Date12(0 - Inspection Date -4127 Approved Correction Re-Insp'n Fee • a. i• I I. MIAMI SHORES VILLA BUILDING DEPARTME 305-795-2204 Building Inspection Request Date 3vLt\O 5 �ry /`' Type Insp'n p O� ` T"a Permit No. Name Address 5'5-0 /fO /d/ S�`' Company O%�(t co/li- Crer9 Phone # Inspection Date Approved \ ln`�C l Correction Re-Insp'n Fee ❑ MIAMI SHOREWILLA BUILpING.DEPARTME 305-795-2204 - Building Inspection Request Date 3\14\ 0 5— Type Insp'n Permit No. Name Address 55O ,friz/p/ Sr Company Ora co"...- (Tey-9 Phone # e9---/c4c A Inspection Date Approved Correction Re-Insp' n Fee "\k 4.„ MIAMI SHORES VILLAGE BUILDING DEPARTME 305-795-2204 Building Inspection Requ Date / ✓ -4'LYv Type Insp'n /2,2'/'d/ A��i Permit No. Name Address _TT "' /®/ S/ Company 44Z / f/Y/ r I ./'c7 Phone # Inspection Date 2 —/4<-i Q' 4 Approved Correction Re-Insp'n Fee a' ,2 d 1 'Pe ce,'%/flcl e ; a s,41" '/ ; - 2- ,•61g6 e /t/&' 19ci S �� 2 7/e8.°/`.'G/ t. j? �G e/f/ ,41-GI e(54:0 Ass4--1''' (1,0 Comments: STEEL PLACEMENT / FOUNDATION FOR SOUTH SIDE Inspection Date: 4/27/2005 Inspector: Curtis Craig Inspection Number: INSP2005-1691 Status: DENIED Inspection Type: Footing Passed? ❑ Required Steps: Comments: NOT READY / FOOTING COLUMNS Inspection Date: 6/2/2005 Inspector: George De Sharnis Inspection Number: INSP2005-2288 Status: PENDING Inspection Type: NEW CONSTRUCTION Passed? ❑ Required Steps: Comments: NO ONE WAS IN THE HOUSE FOR INSPECTION # in theilist 3 4 *5 /N6 7 8 Permit Number BP 05-559. PL 04-368 BP 04-1558 El05-26-,ML BP 04-577 EL 04-365 BP 04-1672 BP 04-1465 9950 NE 4 Ave Road Permit History Type of Work Metal fence both entrances PL work for Spa —' «w Shutters //!t LcJ44-.,,'F El work for int. remodel — Date Picked Up 5/10/2005 1/11/2005 12/10/2004 2/5/2004 French doors & Rounded windows/ E.40 loeen0;4.1 12/10/2004 El work for Spa /ZeKev 1/11/2005 New Spa — / IA44/ 1/11/2005 Ext. wall elevation, Windows, Doors & Columns ///EG✓ 4/12/2005 cAon PaNici (of.z-9110 Follow up Permit Exp. No insp. Called Insp. History attached Permit Exp. No insp. Called Permit Exp. No insp. Called Permit Exp. No insp. Called Insp. History attached Insp. History attached Insp. History attached Miami Shores Village 100k NE 2nd Avenue Phone: 305-795=2204 Printed: 2/4/2005 building ' ermit Permit Number: BP2004-1465 Page 1 of 2 Applicant: VICTOR ORTEGON Owner: ORTEGON VICTOR JOB ADDRESS: 550 NE 101 ST Contractor DRACON CONSTRUCTION INC Contractor's Address: 8710 WOODBERRY CT Local Phone: 800-795-0065 Parcel # 1132060171160 Legal Description: MIAMI SHORES SEC 4 PB 15-14 LOTS 1-2-3 BLK 95 LOT SIZE SITE VALUE Fees: Description Amount FEE2004-12622 Structural Fee $50.00 FEE2005-86 Structural Fee $50.00 FEE2005-88 Structural Fee $50.00 FEE2005-1503 Building Fee $1,500.00 FEE2005-1504 CCF $30.00 FEE2005-1505 CO/CC $50.00 FEE2005-1506 Training and Education Fee $10.00 FEE2005-1507 Technology Fee $37.50 FEE2005-1508 Scanning Fee $69.00 FEE2005-1509 Builders Bond $300.00 FEE2005-1510 Submittal Fee ($250.00) Total Fees: $1,896.50 Total Feet1,896.50 Total Receipts: $0.00 Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Permit Status: APPROVED Permit Expiration: 5/7/2005 Construction Value: $50,000.00 Work: NEW WALL EAST AND WEST ELEVATION WINDOWS DOORS COLUMNS- EXTERIOR ALTERATION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. • • Signed: '(Contractor or Builder) BY: 1 FROM :DRYWALL SYSTEMS INC OF SO FLA FAX NO. : Feb. 01 2005 11:26AM P1 C 3-2004 THU 10:03 AM KPnny Nxr.IIwalter I'HX NIJ. ilP3.1 IOW FROM !DRYWALL SYSTEMS INC OF SO FLA PAX NO, DRACON CONSTRUCTION, INC. 4701 SW 45th street Davie, FL, 33314 954. 16-2288 FAX# 954-316-2202 Dee, V7 221214 03:22PM P2 LABOR AND MATERIAL PLUS z5°1e CONTRACT TO: Amanda IMalnvur i -�� 'WORK TO BE. ERFORM4D AT: 55O NF. I of Strset 550 NI MI Street Nc7rth Miami, Pl., 33138 North vtiarni, FL. 3313$ Attu: Ambnda MoClrnram Tdift 3A5-582.4244 I'p'1 For the turn of,1,13kCq5t oagsarAniNgt,' s P 2<'j., we will do the following: The scope of work as per plans requested by owner. will be }liven to you on �'huradel to All labor and materials bills from Monday thru Thurad Y be paid the next day, Friday. We will also have n t1111 time Superintendent on the jobsitc to answer any questions by you or the Building Dept. We will also handle F.Iectricul, Plumbing, upd any other trades you night nct;d. Autt►arl7ed Signature ACCEPT AN The above prim, spccilicatiuT1 and conditions as specified. Payment will be made as outlin ACCEPTCD BY: i_4t-......../Dtti • Ralph Grand006, Pea Al. You aro auihorizeti to do the work Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle). J4.'1 7 " 2O9,5 Permit No. ,i3PbL4 / / u5 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1) fl A lye , M C a-6 tl Ee N Phone # 3 b 6 - '1 '7 3 - Q Q u B Owner's Address 9 9 3'0 Kt q -ni is U is Q 0 A-) City O, 1 1 NV I State :4- Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) DSO IN( r: I, 6 1 S ` S'rse. >r i City Miami Shores Village County Miami -Dade Zip .3S 13 ? Is Building Historically Designated YES NO u Contractor's Company Name "--b [ q Cio N G 6 iC s-ne.11,�1(0N Phone # Contractor's Address 4341. 1. 0 \w 6 ert ipja,c1 C 1 City Lr A litF E,u 0 to-rt-1 State FL Zip 3 3'4 (o rj Qualifier State Certificate or Registration No. C G. e, 0 5'0 S7 c. ( Certificate of Competency No. ngineer's Name (if applicable) $ Value of Work For this Per it 1-12K ! A0..a Phone# io 7r LIT- of3! 7 Q 00 care Footage Of Work: l=44 305. 75g- n4(e4' Type of Work: ['Addition Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: ��C7 f.Q l 0 /C 1`iLT f'le.A-rto N' ****************************Fees***,*************************** /n Submittal Fee $ 2(9d •Permit'Fee $ - 500 1) CCF $ �© CO/CC 0 Notary $ Training/Education Fee $ !� �Technology Fee $ +' 7, 3d Scanning 69— Radon $ Zoning Bond $ 3 f 7 Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (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 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 copy of t e notice of commencement and construction lien law brochure will be delivered to the person whose property is subject o attachme t. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection hi h occur seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ppr ved and reinspection fee will be charged. SignatureA The fore day of Owner or Ageit girt' who is prsonally known to me or who has produced NOTARY P Sign: Print: Signature 1'�L ing instrument was acknowledgede,,beforre �e this�7 The foregoing instrument was acknowledged before me /this O, , by n^' 111 He �r64 day of cl(Piy" , 200 , by JP1iy?LS // i who is personally known to me or who has produced Ascation and who did take an oath. DtL_ as identification and who did take an oath. NOTARY PUBLIC. Sign:' - Print My Commission Expires: ************************ ** APPLICATION APPROVED BY: Chc 05/13/03 ANA GONZALEZ SAY COMMISSION # CD 062330 ** 1(1108710etitetA,92606*** 4;'•Ittfi h� Banded Thru Notary Public Underwriters 4�` Susan J Tawn ` • * * *, +t..awa>,*ao®s 4„,, 'rY rth Rd. ****************************************** Plans Examiner Engineer Zoning FEB 022 BUILDING Miami Shores Village Building Department 10050•N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (0• a t0E g 6.8972 Permit No. C� PO4 - ( 4 NOV 0 8 2004 PERMIT APPLICATION ____________- aster Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing 3aS 1773-g9s 3 Owner's Name (Fee Simple Titleholder) Owner's Address City Vk . C. A A-- 01 �� (/- cr0 / � / 0( )7- S� Phone # Tenant/Lessee Name State ��- Zip 3 fit' • ) Phone # ° Job Address (where the work is being done) S3 ftI (6 / ` 1- City Miami Shores Village County Miami -Dade Zip is Building Historically Designated YES NO' Contractor's Company Name -TB Phone # :ontractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. gineer's Name (if applicable) 4J1 A✓z/1L CAWP6 i.L Phone # $ Value of Work For this Permit 7 cQd 0 Square Footage Of Work: Type of Work: ['Addition ❑Alteration New Cl Repair/Replace ❑ Demolition 4w Describe Work: 0 ( A) 0O 6!LS 14..,(3 LJ, (46 C /'J.( N r-rum,i n/tYIM , 1 r5 ui Lb r/sTt N 6 2(. . PoU,0- A -MO Ah,DAJ \ZAiS:Et; P -1 . (fit%✓ivo, )cYi GIG 1C',-)n)4 E'erGiA ****************************Fees****************************** Submittal Fee $ ,2l.6 ,QO Permit Fee S - CCF $ CO/CC Notary $ Training/Education Fee S { Technology Fee $ Scanning $ Radon $ Zonin /l Bond $ Code Enforcement $ Structural Plan Review. $ '00 f 5 %0 -+ 'y = /504e Total Fee Now Due $ (Continued on opposite side) 4aso,00 # APPLICATION APPROVED BY: Chc 05/13/03 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip '1 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 permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEA I'IRS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing inforniation 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 /occur seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv�d and t reinspection fee will be charged. Signature Signature Owner , r Age t Contractor The foregoing/instrument was acknoAedged before me this'jb' The foregoing instrument was acknowledged before me this day of -Db , 20 0 *, by 4-xi. 4 ' le (d d F eed) , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY P LI Sign: Print: As ide i ification and who did take an oath. My Commission Expires: ********************** ANA GONZALEZ 2. EXPIRES: October 2, 2005 R . .•••• tlonded Thru Notary Pudic Underwriters as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************************************************** **********#****+k**************#*********#****************#***************k****#********l�k�k#�kL�k�k�k�k****�K�k�k�k� *** l 2`/ Z`le94 $/i'�kitd Plans Examiner FEB 2 M Engineer /0:3" Zoning , STRUCTURAL COMPUTATIONS FOR McGOVERN RESIDENTIAL ADDITION LOCATED 550 NE 101st STREET MIAMI SHORES, FLORIDA AUGUST, 30RD, 2004 ORDER: 98-235 3 TOM MARINOS, P.E. CIVIL & STRUCTURAL ENGINEERING State of Florida Reg. No. 51562 1785 SW 185TH AVENUE MIRAMAR, FLORIDA 33029 TEL.954.392.7540 • MCGOVERN RESIDENCE 550 NE 101ST MIAMI SHORES, FLORIDA WIND98 v3-04 Wind Load Design per ASCE 7-98 8/30/2004 98-235 TM I Description: WIND PRESSURES FOR MCGOVERN ADDITION Analysis by: TM User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Structural Category II Exposure C Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 18.4 Deg ype of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 16.00 ft Ridge Height (RHt) 22.00 ft Mean Roof Height (Kt) 20.00 ft tdth Perp. To Wind Dir (B) 64.00 ft idthf Paral. To Wind Dir (L) 88.00 ft Damping Ratio (beta) 0.01 Red values should be changed only through "Main Menu Calculated Parameters Type of Structure Height/Least Horizontal Dim Flexible Structure 0.31 No Calculated Parameters Importance Factor 1 1 1 Hurricane Prone Region (V> 100 mph) Table C6-4 Values Alpha = I 9.500 zg = 1 900.000 1 At = 0.105 Bt = 1.000 Am = 0.154 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft Gust Facto Category I: Rigid Structures - Simplified Me4hod> Gust1 JFor rigid structures (Nat Fred > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/z)^0.167 0 .22 81 22 Lzm I*(zm/33)^Epsilon 427.06ft 0 (1/(1+0.63*((Min(B,L)+Ht)/Lzm)" 0.63))^0.5 031 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0 98 0 Gust factor Summary 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 Page No. 1 of 6 • MCGOVERN RESIDENCE 8130/2004 550 NE 101 ST 98-235 MIAMI SHORES, FLORIDA TM WIND98 v3-04 Wind Load Design per ASCE 7-98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz Ib/fM2 Pressure (1b/ft"2) Windward Wall` +GCpi -GCpi 22 0.92 1.00 50.21 25.29 43.00 20 0.90 1.00 49.21 24.61 42.32 16 0.86 1.00 46.96 23.07 40.79 15 0.85 1.00 46.32 22.64 40.36 Table 6-7 Intemal Pressure Coefficients for Buildings. Gcpi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 Page No. 2 of i ' MCGOVERN RESIDENCE 8/30/2004 550 NE 101ST 98-235 MIAMI SHORES, FLORIDA TM WIND98 v3-04 Wind Load Design per ASCE 7-98 Figure 6-3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems 6 1 0..411. • -.t.r., pi Mk 14 1E4 14 11141 14 11O4 14 B 114 14 14 .11 14 el 14 el 14 14 9 L Variable Formula Value Units Kh 2.01*(Ht/zg)^(2/Alpha) 0.90 Kht Topographic factor (Fig 6-2) 1.00 Qh .00256*(V)^2* r Kh*Khr Kd 49.21 psf Khcc Comp & Clad: Table 6-5 Case 1 0.90 Qhcc .00256*VA2* l*Khcc*Khr Kd 49.21 psf Wall Pressure Coefficients, Cp Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) 1 Cp 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor I 1.00 hcalcusationsfor Wind Normal to 64 ft Face CP Pressum (psf) &Monet Runs mey be reqd for other wind directions +GCpi -GCpi Leeward Walls (Wind Dir Normal to 64 ft wall) -0.43 -26.64 -8.92 Side Walls -0.70 -38.14 -20.42 Roof - Wind Normal to Ridge (Theta>=10) - for Wind Normal to 64 ft face indward - Max Negative -0.36 -24.09 -6.37 indward - Max Positive 0.14 -3.17 14.55 Leeward Normal to Ridge -0.57 -32.62 -14.90 erhang Top (Windward) -0.36 -15.23 -15.23 Overhang Top (Leeward) -0.57 -23.76 -23.76 Overhang Bottom (Applicable on Windward only) 0.80 31.93 31.93 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 64 ft face Dist from Windward Edge: 0 ft to 10 ft -0.90 -46.51 -28.79 Dist from Windward Edge: 10 ft to 20 ft -0.90 -46.51 -28.79 Dist from Windward Edge: 20 ft to 40 ft -0.50 -29.78 -12.06 Dist from Windward Edge: > 40 ft -0.30 -21.41 -3.69 - -1 - -I - * Horizontalance irom TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 Page No. 3 of MCGOVERN RESIDENCE 8/30/2004 550 NE 101 ST 98-235 MIAMI SHORES, FLORIDA WIND98 v3-04 Wind Load Design per ASCE 7-98 Kh = Kht = Qh = Figure 6-4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg)^(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)^2*ImpFac*Kh*Kht*Kd 0.90 1.00 49.21 Case A Surface GCpf +GCpi -GCpi qh (psf) Min P (Psf) Max P Ilse 1 0.52 0.18 -0.18 49.21 16.54 34.26 2 -0.69 0.18 -0.18 49.21 -42.82 -25.10 3 -0.47 0.18 -0.18 49.21 -31.90 -14.19 4 -0.42 0.18 -0.18 49.21 -29.29 -11.57 5 0.00 0.18 -0.18 49.21 -8.86 8.86 6 0.00 0.18 -0.18 49.21 -8.86 8.86 1 E 0.78 0.18 -0.18 49.21 29.52 47.23 2E -1.07 0.18 -0.18 49.21 -61.52 -43.80 3E -0.67 0.18 -0.18 49.21 -41.98 -24.26 4E -0.62 0.18 -0.18 49.21 -39.25 -21.54 5E 0.00 0.18 -0.18 49.21 -8.86 8.86 6E 0.00 0.18 -0.18 , 49.21 -8.86 8.86 p = qh * (GCpf - GCp 4E Wind Direction TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 Page No. 4 of / f i. MCGOVERN RESIDENCE 8/30/200498-235 550 NE 101 ST TM MIAMI SHORES, FLORIDA WIND98 v3-04 Wind Load Design per ASCE 7-98 Kh = Kht = Qh = Figure 6-4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg)^(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)^2*ImpFac*Kh*Kht*Kd 0.90 1.00 49.21 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 49.21 -31.01 -13.29 2 -0.69 0.18 -0.18 49.21 -42.82 -25.10 3 -0.37 0.18 -0.18 49.21 -27.07 -9.35 4 -0.45 0.18 -0.18 49.21 -31.01 -13.29 5 0.40 0.18 -0.18 49.21 10.83 28.54 6 -0.29 0.18 -0.18 49.21 -23.13 -5.41 1E -0.48 0.18 -0.18 49.21 -32.48 -14.76 2E -1.07 0.18 -0.18 49.21 -61.52 -43.80 3E -0.53 0.18 -0.18 49.21 -34.94 -17.23 4E -0.48 0.18 -0.18 49.21 -32.48 -14.76 5E 0.61 0.18 -0.18 49.21 21.16 38.88 6E -0.43 0.18 -0.18 49.21 -30.02 -12.30 * p = qh * (GCpf - GCpi 4E a Wind Direction TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 ....) Page No. 5 of vJ MCGOVERN RESIDENCE 9/3/2004 550 NE 101 ST 98-235 MIAMI SHORES, FLORIDA TM WIND98 v3-04 Wind Load Design per ASCE 7-98 v� Figure 6-5 - Extemal Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 6.4 __> a Hipped Roof 10<Theta <=30 6.40 ft Component Width (ft) Span (ft) Area (ft"2) Zone GCp Wind Press (Ib/fM2), Max Min Max Min COMPONENTS 10 1 10.00 4 1.00 -1.10 58.07 -63.00 10 1 10.00 5 1.00 -1.40 58.07 -77.76 15 1 15.00 4 0.97 -1.07 56.54 -61.46 15 1 15.00 5 0.97 -1.34 56.54 -74.70 20 1 20.00 4 0.95 -1.05 55.46 -60.38 20 1 20.00 5 0.95 -1.29 55.46 -72.53 25 1 25.00 4 0.93 -1.03 54.62 -59.54 25 1 25.00 5 0.93 -1.26 54.62 -70.84 30 1 30.00 4 0.92 -1.02 53.93 -58.85 30 1 30.00 5 0.92 -1.23 53.93 -69.47 OVERHANG 2 10 33.33 2H 0.40 -2.20 19.46 -108.27 ROOF JOISTS 1.33 8 21.33 1 0.43 -0.87 30.23 -51.53 1.33 8 21.33 2 0.43 -1.87 3023 -100.87 ALL (EXIST) 1 11 40.33 4 0.89 -0.99 52.81 -57.73 1 11 40.33 5 0.89 -1.19 52.81 -67.23 DOUBLE WALL 1 18.5 114.08 4 0.81 -0.91 48.89 -53.81 1 18.5 114.08 5 0.81 -1.03 48.89 -59.38 0.00 0.00 0.00 Note: " Enter Zone 1 through 5, or 1 H through 3H for overhangs. TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 Page No. 6 of �,.h TOM MARINOS, P.E. Civil and Structural Engineering { 1785 SW 185t Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: /0c, 6.3.#- uDith ons .................. Ate -cam _I:0 ......... . .......................... ......... . ............... vi p:- tIclk tops+.+ 11 = ,,�; p m 4--,(112/z S- fE.17, } 0C. Order No • Engineer: Checked. Date: Tin ................. ........... SEE pr►c.%c0+ tJ6 T ) USr Page Rev: MCGOVERN RESIDENCE 1 98-235 TM 8" CMU WALL-11 FT HIGH Page INSPECTED MASONRY MASONRY WALL DESIGN fin :=2500 psi P := 660 pif M := 2844 Ibs-ft/ft Effective height : = 22 Feet Fsa : = 24000 psi t := 7.625 inches Es : = 29000000 psi n _ Es n =12.9 d:=t d=3.81 inches (900•fin) 2 b :=12 inches Effective - height• 12 _ 102 Allowable Stresses in Masonry Walls r := 2.60 r Fba :=0.33•fin R(Effective height,r) :_ 70• r Effective_height• 12 1 )2 if Effective height• 12>99 "Effective_height• 12)' 140-r Faa :=0.25•fin•R(Effective height,r) Applied Stresses in Masonry Check Axial Compression fa := P— b•t fa = 7 Psi otherwise Fba = 825 psi Faa = 297 psi fa = 7 « Faa = 297 OK Check Flexural Stresses (Masonry and Steel) Try Steel: Ast : = 0.79 1 2 Ast = 0.593 in2 #8 at 16" o.c. 16 Ast p b•d p =0.013 k:= 2•p•n+(p•n)2 - (p.n) Fm :_ 2• M• 12 fs j•k•b•d2 M• 12 p•j.b•d2 k=0.434 j:=1-3 Fm =1.103 psi j = 0.86 fs =17667 psi « Fsa = 24000 psi MCGOVERN RESIDENCE CHECK COMBINED STRESSES (Allow 33% increase due to wind,Kd=1.00) fa F«< 1.33 OK fa m 3 Faa Fba s = 0.74 «< 1.33 OK Fsa 2 98-235 TM TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185th Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: NI c. 6, ,) J 120.0F rPflivilkb: ?-‘ / 6 op I 14: Order No.: 7 Engineer: -7' f" Checked. Date: 7/J -/-O /5-4,t F-X7 4; • I— . • .j., ....... ............. .......................... .. _ ..... use ... : . 412\scla 11:(1): .. • • . .............. ............. ......... • Page ........ • • - Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185t Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: r c r) J ti it�1 k EC, 10 E. ` . ��1 COO (.1: #0 LI' 2�v T opi,4� L2- 655+-0 -R943 w► 2 "-0 .................................................. Order No • 9 v -Z 3� Engineer: -rm Checked: Date: 0'/-6/ > V. _ 44,..V Pttf PE Page Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185`h Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: Tr‘i ) 2xZL= z ...................................... FA5'r Tc7Jr Ft:L, ..utc F4Y1..411 4 �22 Order No ' ' j Engineer: CL% Checked. Date: g '/ 6 " r ' 2t.. t0 5S"= z?s Page Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185`h Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.cam Project: ,nffu.C� eo.„,1\„:, IN42 b 1. ...... ....... .. Order No: J-7 Engineer: 7-inChecked. r� Date: ............... -/6 c F.te-jai` T, ............................ 14. se-4-:4 TOM MARINOS, P.E. Civil and Structural Engineering gip.! SW 185th Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.cam I Project: M1 Ansq*tD_ 2QaF rt.)4e et. Lie (_ oc Order No Engineer: Checked. Date: ............ •................... .... .............. lac ?,OD?e0? RT. ro 4)0e o hi/0. y3/1. ............ %.1041c 4010 • 24••''x:12 etp TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185"' Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail civilengtm@mindspring.com Project: Order No.'..� ` 2 Engineer: Checked. Date: S` 0 -i4 6)J/ l) P =JAJ .;JA Z000el f 'D 2 3;3 /,. V _ rlrt lam. � /� T� �PE�1 ,..._--- ..:�7 oat) (,q)Page ill Rev: T TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 18511 Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: ;/\( . TA �25 - ). t i 4a/ 11/44 Order No• /J Z?� Engineer: % no Checked. Date: J - -jC)`C 2 See J J-r F 12.1p<4 0 besi- r � " c.) . r Pag Rev: MCGOVERN RESIDENCE 550 NE 101ST MIAMI SHORES, FLORIDA OPEN ROOF AREA REAR ADDITION WIND98 v3-04 Wind Load Design per ASCE 7-98 9/1/2004 98-235 TM Description: WIND PRESSURES FOR MCGOVERN ADDITION Analysis by: TM User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Structural Category II Exposure Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) Type of Roof 18.4 Hipped Deg Kd (Directonality Factor) 1 Eave Height (Eht) 16.00 ft Ridge Height (RHt) 22.00 ft Mean Roof Height (Ht) 20.00 ft Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Damping Ratio (beta) 64.00 88.00 0.01 ft ft Red values should be chanced only through 'Main Menu' Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.31 Flexible Structure No Calculated Paratneters Importance Factor 1 Hurricane Prone Region (Ih 100 mph) Table C6-4 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Am = 0.154 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I:r Rigid Structures:- Simplified' Method € Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 I 0.85 Gust Factor Category If: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc • (33/z)"0.167 0.2281 Lzm I*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.631(Min(B,L)+Ht)/Lzm)"0.63))"0.5 0.9031 -Gust2 0.925*((1+1.7*Izm`3.4*Q)/(1+1.7*3.4*Izm)) 0.8740 Gust Factor Summary •G !Since this is not a flexible structure the lessor of Gust1 or Gust2 are used I 0.851 TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 Page No. 1�ef'6 G Ip 0 MCGOVERN RESIDENCE 550 NE 101ST MIAMI SHORES, FLORIDA OPEN ROOF AREA REAR ADDITION WIND98 v3-04 Wind Load Design per ASCE 7-98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz Ib/fM2 Pressure (Ib/ft"2) Windward Wall' +GCpi -GCpi 22 0.92 1.00 50.21 34.14 34.14 20 0.90 1.00 49.21 33.47 33.47 16 0.86 1.00 46.96 31.93 31.93 15 0.85 1.00 46.32 31.50 31.50 Table 6-7 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 (Open Buildings I 0.00 I 0.00 I TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 9/1/2004 98-235 TM MCGOVERN RESIDENCE 550 NE 101ST MIAMI SHORES, FLORIDA B r OPEN ROOF AREA REAR ADDITION WIND98 v3-04 Wind Load Design per ASCE 7-98 Figure 6-3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems • .t.r 4 9 i 9 -► 9 9 9 i I z Thet 4 L .Vairiabie. Formula Value Units Kh 2.01 *(Ht/zg)^(2/Alpha) 0.90 Kht Topographic factor (Fig 6-2) 1.00 Qh .00256*(V)^2*I*Kh*Kht*Kd 49.21 psf Khcc Comp & Clad: Table 6-5 Case 1 0.90 Qhcc .00256*V^2*I*Khcc*Kht*Kd 49.21 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure dents, Cp Roof Area (sq. ft.) Reduction Factor 1.00 -Calculations for Wind Normal to 64 ft Face _Additional Runs may be req'd for other wind directions Cp • ..Pressure (per; +GCpi -GCpi Leeward Walls (Wind Dir Normal to 64 ft wall) -0.43 -17.78 -17.78 Side Walls -0.70 -29.28 -29.28 Roof -'Wiwi Normal to Ridge (Theta>=10) - for: Wind Normal to 64 ft face Windward - Max Negative -0.36 -15.23 -15.23 Windward - Max Positive 0.14 5.69 5.69 Leeward Normal to Ridge -0.57 -23.76 -23.76 Overhang Top (Windward) -0.36 -15.23 -15.23 Overhang Top (Leeward) -0.57 -23.76 -23.76 Overhang Bottom (Applicable on Windward only) 0.80 31.93 31.93 Roof - Wind Parallel to Ridge (All Theta) - for. Wind Normal to 64 ft face Dist from Windward Edge: 0 ft to 10 ft -0.90 -37.65 -37.65 Dist from Windward Edge: 10 ft to 20 ft -0.90 -37.65 -37.65 Dist from Windward Edge: 20 ft to 40 ft -0.50 -20.92 -20.92 Dist from Windward Edge: > 40 ft -0.30 -12.55 -12.55 * Horizontal distance from windward edge TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 9/1/2004 98-235 TM Page No. 3 0f_� MCGOVERN RESIDENCE 550 NE 101ST MIAMI SHORES, FLORIDA Kh = Kht = Qh = OPEN ROOF AREA REAR ADDITION WIND98 v3-04 Wind Load Design per ASCE 7-98 Figure 6-4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg)^(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)^2*ImpFac*Kh*Kht*Kd 0.90 1.00 49.21 Case A Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.52 0 0 49.21 25.40 25.40 2 -0.69 0 0 49.21 -33.96 -33.96 3 -0.47 0 0 49.21 -23.05 -23.05 4 -0.42 0 0 49.21 -20.43 -20.43 5 0.00 0 0 49.21 0.00 0.00 6 0.00 0 0 49.21 0.00 0.00 1 E 0.78 0 0 49.21 38.37 38.37 2E -1.07 0 0 49.21 -52.66 -52.66 3E -0.67 0 0 49.21 -33.12 -33.12 4E -0.62 0 0 49.21 -30.40 -30.40 5E 0.00 0 0 49.21 0.00 0.00 6E 0.00 0 0 49.21 0.00 0.00 * o = oh * (GCnf - GCnil 4E Wind Direction TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 9/1/2004 98-235 TM MCGOVERN RESIDENCE 550 NE 101ST MIAMI SHORES, FLORIDA Kh = Kht = Qh = OPEN ROOF AREA REAR ADDITION WIND98 v3-04 Wind Load Design per ASCE 7-98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg)^(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)^2*ImpFac•Kh*Kht*Kd 0.90 1.00 49.21 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (Pe) 1 -0.45 0 0 49.21 -22.15 -22.15 2 -0.69 0 0 49.21 -33.96 -33.96 3 -0.37 0 0 49.21 -18.21 -18.21 4 -0.45 0 0 49.21 -22.15 -22.15 5 0.40 0 0 49.21 19.69 19.69 6 -0.29 0 0 49.21 -14.27 -14.27 1 E -0.48 0 0 49.21 -23.62 -23.62 2E -1.07 0 0 49.21 -52.66 -52.66 3E -0.53 0 0 49.21 -26.08 -26.08 4E -0.48 0 0 49.21 -23.62 -23.62 5E 0.61 0 0 49.21 30.02 30.02 6E -0.43 0 0 49.21 -21.16 -21.16 p = qh * (GCpf - GCpi) 4E a Wind Direction TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 9/ 1 /2004 98-235 TM Page No. 5 MCGOVERN RESIDENCE 550 NE 101ST MIAMI SHORES, FLORIDA OPEN ROOF AREA REAR ADDITION WIND98 v3-04 Wind Load Design per ASCE 7-98 Figure 6-5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 6.4 ==> a Hipped Roof 10<Theta <=30 6.40 ft 9/1/2004 98-235 TM Component Width (ft) Span (ft) Area (ft"2) Zone GCp Wind Press (Ib/ft"2) Max Min Max Min T1/GT1 2 24 192.00 1 0.30 -0.80 14.76 -39.37 2 24 192.00 2 0.30 -1.40 14.76 -68.90 J1 2 6 12.00 2 0.48 -2.04 23.83 -100.62 CJ 4 8 32.00 3 0.40 -1.75 19.64 -85.95 0.00 0.00 0.00 0.00 0.00 0.00 Note:" Enter Zone 1 through 5, or 1 H through 3H for overhangs. TOM MARINOS, P.E. 1785 SW 185TH AVE MIRAMAR, FL 33029 Page No. 6 o�6""''y e TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 1851' Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.corn i Project: ,.3 . C' w_ Loff 8C tm Order No : Engineer: Checked. Date: r, vl ! f f ! , 4 .:6 .. 713.;(;):L . e'w- / / .)p • 1" -,J f ....... • Lam- s . %! , e r n,l , .%VC :I_.::e: epoivyl -2.19,4-itc24);12 Jul . `"/ /_c Page Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185th Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: f‘ 1 I f.„., .1! j 1.' 2.37 Order No • 1(.3- Engineer: Checked. A Date: Eeen... 1,6PrfJ -. ei6D. m /6- • • 67). t 1±1: 47.1 • • .. • • • (...)) ^tr.rx,x+.1x.r.riaSSINCIIRVA.0 ........ ........ : : .• • • 1.1 .." •-; • • . . . 4(20 u fat us? Ot4.2 . o6.1ste. Fite?T-. to)/ AAltes. 4 _ Rod, /QoA-1 0'2"7'011•C:).‘ r; 1)75" T+ try,,J JOT') st-TE/.til 5 -7,eu Lutd) Nficf-/LF.6- uf/ r /Od iW3t:z;;. 6..) (/‘),( 19-1.0AL& L.,/) 665 t g/idc, 4-coAi61Page 5d2Pdar:s . Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185t1 Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: sop /25O Pr`s'' . i , LL4 __`&�'n3 n ...................... opt 6 -� Order No : J , Z Engineer: r Nl Checked. Date: 0IL TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185t Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: fuse SLAG o tsi . E f 5 )12r "r Z l 3 2t� G-,- 7)/J lear-6-11°1-14/x2Y p 5 5- {- ?( Z 6 Vo 7.1 'f-4) I I )42,4- 6A, COO 5-57 2 6/L 3; 0 tk- Order No Engineer: Checked. Date: o -2 /3_ J/ Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185t Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: Order No : Engineer: Checked. Date: ?� Trr> S p S" `L= 342 x R 5 () r60 'z e61- ................... Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185th Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: it c G YJ EAk Ades Jf. c.)psj A3,1 /)fr.6.7../‘ °Jo: --7-ntelt4t' 74) 7vP Jf Order No • Ci3-23S- Engineer: (C Checked. Date: `3' Aler PEDva--- y frill 2-06) "71 /2(110-610 Goad' ► F TC USA 2611u.f r. / 2Ylife ��/ F7-6� C rL cltv7"r'- Page 18 '0 Rev. TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185t Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 ' E-Mail: civilengtm@mindspring.com Project: t v 00 k.t 2F.u,LS • co r4 kL Et Ti tJ fi tete) rA 4 " IµTo Tor? o lc- 1e 0/I/» 1 .......................... : Order No • a � &— Engineer: Tr Checked. Date: (3 .F _) i :t bti c it Earn-4 ............... Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185th Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: ( I (.4)64 ) 671 iuer Lpif 7)Et.f)c.t•-- ti a I/ i / 6 • i 1 4-2 ft(+ A) 74,004,1, ::::::: ": : : •/)..±psy./1:: : ............ Order No : Engineer: Checked. Date: Tr\ *4 11 lir rt: • .. t " • . , .. ........ . „ • .. "fa -1 1 .. ....... 1:: .41t 7 0 7 ill, pi, 1/- 4E709 i730,1, a, 76 S-Zdoge 5"6 (4) .. "-iii&T/H/121111/,‹. •.. .. APtse tk_ .... • .• 4 . ......... ....... .. .. .. 10 Page Rev: • ....................................... Order No • (I') Engineer: ! rY Checked. el Date: —3 -"v` TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185t Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: L J%Fl,EiJCE F(D kT A 0 eoopsfy ,Pr 5ge prifyko MCGOVERN RESIDENCE 8" CMU WALL-18.5 FT HIGH 1 98-235 TM Page INSPECTED MASONRY MASONRY WALL DESIGN fin :=2s0o psi Effective height : =18.5 Feet 1? =1310 plf M = 2567 Ibs-ft/ft t := 7.625 inches Fsa : = 2400o psi t Es : = 29000000 psi Es n • = n = 12.9 d:=- d=3.81 inches (900-frn) 2 b :=12 inches Allowable Stresses in Masonry Walls r : = 2.60 Fba :=0.33•fm R(Effective_height, r) : _ 70• r Effective height 12, 1 (Effective height•12\2 I` 140•r Faa : = 0.25. fm-R(Effective height, r) Applied Stresses in Masonry Check Axial Compression fa := P b-t fa = 14 Psi Effective height 12 = 85 12 Effective height 12>99 if otherwise r Fba = 825 psi Faa = 393 psi fa =14 « Faa = 393 OK Check Flexural Stresses (Masonry and Steel) Try Steel: Ast : = 0.79 12 Ast = 0.593 in2 #8 at 16" o.c. 16 Ast p d p =0.013 k:= 2•p•n+(p•n)2 - (p•n) k=0.434 j:=1-k 3 2-M-12 Fm : = Fm = 951 psi j.k•b.d2 j =0.86 fs M 12 fs = 15946 psi « Fsa = 24000 psi p.j.b.d2 MCGOVERN RESIDENCE CHECK COMBINED STRESSES (Allow 33% increase due to wind,Kd=1.00) fa + Fm =1.19 «< 1.33 OK Faa Fba fs = 0.66 «< 1.33 OK Fsa 2 98-235 TM 02- TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 18511Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: CHI6 ......... Order No : Engineer: Checked. Date: • • .................. .• ...... • • • ....... .• 6 i() Z. (.4.) 4-4 5-4( P7/11 1;rw %i 1 366 3SEIEC ........ 6 lc Rev: TOM MARINOS, P.E. Civil and Structural Engineering 1785 SW 185th Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax: (954) 392-7540 E-Mail: civilengtm@mindspring.com Project: Fst eJi NW. red)4,/). loppi Terilvt, 14 LO() ....... • .. . 9.S"." )zq,33/ )177 6 2.(63)1 7,3yL , i 6 S Order No • ;2. -3 c..7 Engineer: 7 rr Checked. Date:::±i Y ....... • • ..... • ................... • • Page Rev: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305_7-95.2204-Fax: 305) 756.8972 BUILDING 4 1 2R�'5 Permit No. BRD '� 1'I4 2 PERMIT APPLICATION Master Permit No. FBC 2001 30,)) oco Permit Type (circle) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple s a er) r 6-E' 2 P. OiPrese// Phone # 3'1r" 7 L U 6 J 0 9- Owner's Address ��Address afa o A) 6 roerfe 7? 016 City A 1.41C/'��2d�i�% State raeihi Zip 3313 �3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Zip Contractor's Company Name RBI NI 1 1 D T 1.:=,U 2- M t tJ Phone # 3:0 S) 2:7 I 39 S 2_ 1(F`f5 SW 112I str�� , Contractor's Address City ►•k. 1 Or- • State Qualifier FLU- . Zip ( / b L_O 2-t-1 State Certificate or Registration No. G G G OL+ 7 5 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ❑Alteration New Repair/Replace ❑ Demolition OrAccte Describe Work: ***************************Fees****************************** Submittal Fee $ Permit Fee $ CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (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 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 occurs seven (7) days after the building permit is issued. In the absentee-vj such posted notice, the inspection will not be ap eyl and a reinspection fee will be charged. Owner or Agent Conactor The foregoinstrument was acknowledged /before me this 12 . The foregoing in tru ent was ackncygledged before mi this day of A / , 2(JVS ck ,�Y t OVA Ot 4f) , day of , 2 who is personally known to me or who has produ NOTARY Sign: Print: d As identification and who did take an oath. My Comm : ion Expires: ************************* who is personally kno n to' e or who has produced ification and who did take an oath. NOTARY PUBLIC afgas Sign: mission =DD23l984 Print: oe xpires: Ju. ' 3, 2007 . r xpu s: u 13, 2007 'I OFFl-OQ`` Bonded Thru My Com fission Expires, ai:�o '' B rnded'l'hm *********li,Tt * nd cq*1************************** . *******j* ***d*iF*(4*1**** ************************************************************************************************************ APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning Miami Shores Village Building Department • • Change of Contractor Permit No. Owner's Name (Fee Simple Titleholder) Vial, G 6'p4 Owner's Address 90,50 06 DC, ZOO, City ✓(/L!/Sf,G/ --5k-�% State Tenant/Lessee Name Phone # ' r, ! J^U 69 zip 33/38 Phone # Job Address (of where the work is being done) City County Zip Legal Description c:os) 2-1 39 5 Z. 22Li1762 Contractor's Company Name d f s1 hicL D T. G, U2 H D v Phone # Contractor's Address City Qualifier 141 \L� 99- cis Sw $—t , Describe Work: State -7• Zip 3 31'� I hereby certify that the work has been abandoned and/or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless fro all legal involvement. Signature The foreg this A? l t day of who is perso NOT Sign Print: My Co Owner or Agent g instrument was acknowledged before me this a. 2O 200S,.by L1V O(bC4'1 . > ly known to me or who has produc As identification and who did take an oath. 11111 111111 ************************** mission Expires Rev. 09/ 19/03 ) Signature The foregoing l� day of who is per NOTARY Sign: Print: Mabel Va rgaSMy Commis onally kn ? : Commission rIDD231984 xpires: Jul '3 2007 Contractor strument was acknowledged before me 20 aby 7 Q1 4►0I6 to me or who has produced identification and who did take an oath. n expires: C miss' 'DD23I984 ires: Ju' 3, 2007 Bonded 'Film mtic Bonding Co-. Ir = **************** VICTOR ORTEGON 550 N.E. 101 Street Miami Shores, FL 33138 April 12, 2005 Dracon Construction, Inc. 8710 Woodberry Ct. Lake Worth, FL 33467 VIA CERTIFIED MAIL RE: 550 N.E. 101 Street, Miami Shores, FL 33138 TO WHOM IT MAY CONCERN Dear Sir/Madam: In accordance to our conversation regarding the property located at the above referenced address, I hereby confirm my desire to terminate my contract with your company as my General Contractor. Additionally, I have made arrangements for keeping monies in an escrow account for any future payments due to you and contingent to the satisfactory completion of same according to our agreement. Should you need to contact me, please call 305/773-9953. Thank you for your coo s eration with this matter. Sincerely ict• Ortegon C` Mabel Vargas Commission DD231984 • Expires: .1L0 13, 2007 Bonded rhru Atlantic Bonding Co., Inc Dept,-.3?9 3 Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 4/12/2005 Applicant: VICTOR Owner: ORTEGON JOB ADDRESS: 550 NE 101 Contractor REINHOLD GUZMAN Local Phone: 800-795-0065 Parcel # 1132060171160 Building Permit Permit Number: BP2004-1465 Page 1 of 2 ORTEGON VICTOR ST Contractor's Address: 8710 WOODBERRY CT Legal Description: MIAMI SHORES SEC 4 PB 15-14 LOTS 1-2-3 BLK 95 LOT SIZE SITE VALUE Fees: FEE2004-12622 FEE2005-86 FEE2005-88 FEE2005-1503 FEE2005-1504 FEE2005-1505 FEE2005-1506 FEE2005-1507 FEE2005-1508 FEE2005-1509 FEE2005-1510 FEE2005-4404 FEE2005-4405 Description Structural Fee Structural Fee Structural Fee Building Fee CCF CO/CC Training and Education Fee Technology Fee Scanning Fee Builders Bond Submittal Fee Structural Fee Structural Fee Amount $50.00 $50.00 $50.00 $1,500.00 $30.00 $50.00 $10.00 $37.50 $69.00 $300.00 ($250.00) $50.00 $50.00 Total Feesik1,996.50 Total Receip$:1,996.50 Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Total Fees: $1,996.50 Permit Status: APPROVED Permit Expiration: 9/28/2005 Construction Value: $50,000.00 Work: NEW WALL EAST AND WEST ELEVATION WINDOWS DOORS COLUMNS- EXTERIOR ALTERATION Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 4/12/2005 Applicant: VICTOR ORTEGON Owner: ORTEGON VICTOR JOB ADDRESS: 550 NE 101 ST Building Permit Contractor REINHOLD GUZMAN Local Phone: 800-795-0065 Parcel # 1132060171160 Permit Number: BP2004-1465 Page 1 of 2 Contractor's Address: 8710 WOODBERRY CT Legal Description: MIAMI SHORES SEC 4 PB 15-14 LOTS 1-2-3 BLK 95 LOT SIZE SITE VALUE Fees: Description Amount FEE2004-12622 Structural Fee $50.00 FEE2005-86 Structural Fee $50.00 FEE2005-88 Structural Fee $50.00 FEE2005-1503 Building Fee $1,500.00 FEE2005-1504 CCF $30.00 FEE2005-1505 CO/CC $50.00 FEE2005-1506 Training and Education Fee $10.00 FEE2005-1507 Technology Fee $37.50 FEE2005-1508 Scanning Fee $69.00 FEE2005-1509 Builders Bond $300.00 FEE2005-1510 Submittal Fee ($250.00) FEE2005-4404 Structural Fee $50.00 FEE2005-4405 Structural Fee $50.00 Total Fee41,996.50 Total Receipt*1,996.50 Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Total Fees: $1,996.50 Permit Status: APPROVED Permit Expiration: 9/28/2005 Construction Value: $50,000.00 Work: NEW WALL EAST AND WEST ELEVATION WINDOWS DOORS COLUMNS- EXTERIOR ALTERATION Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 4/12/2005 Applicant: VICTOR Owner: ORTEGON JOB ADDRESS: 550 NE 101 ST Building Permit Permit Number: BP2004-1465 Page 1 of 2 Contractor REINHOLD GUZMAN Local Phone: 800-795-0065 Parcel # 1132060171160 ORTEGON VICTOR Contractor's Address: 8710 WOODBERRY CT Legal Description: MIAMI SHORES SEC 4 PB 15-14 LOTS 1-2-3 BLK 95 LOT SIZE SITE VALUE Fees: Description Amount FEE2004-12622 Structural Fee $50.00 FEE2005-86 Structural Fee $50.00 FEE2005-88 Structural Fee $50.00 FEE2005-1503 Building Fee $1,500.00 FEE2005-1504 CCF $30.00 FEE2005-1505 CO/CC $50.00 FEE2005-1506 Training and Education Fee $10.00 FEE2005-1507 Technology Fee $37.50 FEE2005-1508 Scanning Fee $69.00 FEE2005-1509 Builders Bond $300.00 FEE2005-1510 Submittal Fee ($250.00) FEE2005-4404 Structural Fee $50.00 FEE2005-4405 Structural Fee $50.00 Total Fees1,996.50 Total Receipt1,996.50 Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Total Fees: $1,996.50 Permit Status: APPROVED Permit Expiration: 9/28/2005 Construction Value: $50,000.00 Work: NEW WALL EAST AND WEST ELEVATION WINDOWS DOORS COLUMNS- EXTERIOR ALTERATION Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: "HOLD HARMLESS" LETTER MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT DATE: Gentlemen: Re: Property located at (address and legal description): SZr) N& IC)) As legal owner of subject property, I request the cancellation of permit number taiD4ALIK0S issued to foul)(14 on , for the ,following reason: 1 S \csh (Ajou I hereby apply as owner -builder, or authorize to apply for such permits as are necessary to construct or complete the construction on subject property. I agree to hold harmless and relieve it from any responsibility or liability for 'any legal action or damage resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I an requesting cancellation. ery y yours, (sign) G'/� 2,%1 •y (print) TATE OF FLORIDA) SS: COUNTY OF DADE) The undersigned, being the first duly swornosel and says that he/she is the legal owner of is A abel Vd,, property. s.J q19 "4- da Sworn to and subscribed before me thise 113'20 At �• Qi n Notary Public, State of Florida at Large 305 271.3952 Nov 16 05 02:52p RE IN110L2 GUZMAN 305 2713952 p.'I Et E 1 N H O L 13 G 13 Z M A N F L O R I ICSA S "T A 'r _ G E 2-i F. tt. O N T R A C T O rt C G C 0 4 7 30 8 1Vaveanber 16, 2005 Tea Building Department Miami Shores Village Hall 10050 Northeast 2ud Averaaae Miami Shores, Florid. 331 38 Piaone= 305-'795-2207 Fax= 305-756-8972 Dear Sir or Madan: Ref Per -Kraft # BP 2004-1465 T1us letter is send as a request to remove my name fox Building Permit BE. 2004-1465 for remodeling construction at 550 1- 101 Street for Mr_ Victor Ortegon My contracted work is completed and inspected by building of5ciais_ Additional work related in building permit like Windows, doors ,ExtcrioY stone were not part of origirial contracted w orlc nor a part of any claarage order or a new contract_ Additional work will require a new corarro.ct and will not be done by me. I am not longer irk stoy business itla Mr_ Ortegon and will not be responsible for work done w ith. out my supervision under nay open building permit_ Please trans Eer permit for above mentioned property to a new c retractor or Owner. If you leave any question please do not hesitate ire call me (756) 222 71 76_ Tie r k old Guam.. eneral contractor 9445 SW 11It "a. MIA MI. FL O AI]7A - 33176 1.1-304NE: 305 273 7422 - FAX: 305 271.3952 DRACON CONSTRUCTION, INC. 8710 WOODBERRY CT. LAKE WORTH, FL., 33467 TEL# (954) 316-2288 FAX# (954) 316-2202 April 12, 2005 Miami Shores Village Building Department 10050 N.E. Second Avenue Miami Shores, Florida 33138-2382 . RE: Removing Dracon Construction From the Job and pulling our Permits at: 550 N.E. 101 Street, Miami Shores Village - Ortegon McGovern Residence Reference: Permit Numbers: BP05-14 & BP04-1465 To Whom It May Concern; I wish to remove my Company (Dracon Construction, Inc.) from the job at 550 N.E. 101 Street, in Miami Shores Village, (which is also 9950 N.E. 4th Avenue Road). Respectfully submitted, James J. Kelly, President, Dracon Construction, Inc. State Certificate No. C G C 050721 STATE OF FLORIDA j COUNTY ()FAA ,n�� The foring instru e t was acknowledged before me this /3 day of , 2005. By J n y eJ , who is/are personally known to me or w(io has produced fL D L as identification d who did/did not Take an oath. My Commission Expires: 7 A, a 5 pof Susan J Travers My Commission DU3 256422 'Soo " Expires July 18. 2008 9543162202 04/13/2005 11:33 FAX r95431E,2202 f�001/002 DRAGON CONSTRUCTION, INC 8710 Woodberry Ct. Lake Worth, FL., 33467 Tel # 954-316-2288 Fax# 954-316-2202 Date: April 12, 2005 Number of pages (including cover): 2 SENT TO: Name: FAX COVER SHEET Company: Miami Shores Village building Department Phone Number; 305-795-2204 FAX Number: 305-756-8972 DESCRIPTION: To Whom It May Concern, Please remove Dracon Construction, Inc. from the job at 550 N.E. 101 Street, Miami Shores, FL. Permit Numbers: BP05-14 & BP04-1465 DRACON CONSTRUCTION, INC. 8710 WOODBERRY CT. LAKE WORTH, FL., 33467 TEL# (954) 316-2288 FAX# (954) 316-2202 April 12, 2005 Miami Shores Village Building Department 10050 N.E. Second Avenue Miami Shores, Florida 33138-2382 RE: Removing Dracon Construction From the Job and pulling our Permits at: 550 N.E. 101 Street, Miami Shores Village - Ortegon McGovern Residence Reference: Permit Numbers: BP05-14 & BPO4-1465 To Whom It May Concern; I wish to remove my Company ( Dracon Construction, Inc.) from the job at 550 N.E. 101 Street, in Miami Shores Village, (which is also 9950 N.E. 4th Avenue Road). 'STATE OF FLORIDA COUNTY OF, /m , a C - ) The forcing in By JF mes FD Take an oath. Respectfully submitted, James J. Kelly, President, Dracon Construction, -Inc. State Certificate No. C G C 050721 twas acknowledged before me this 13 day of , 2005. who is/are personally known to me or o has produced as identifi • tion d who did/did not My Commission Expires: 04/4 & 6 t: 'Tali "► of Florida Supsn J Trswrs My Commission 00326542 11'w OF E plrss July 16, 2008 ZO0/ZO0 zi ZOZZ8LEb98 XV. CULL 90O3/EL/17O 3053752908 04/13/2005 11:35 FAX •30537,52908 BLDG.CODE_COMPLIANCE -> MIAMI SHORES Z 001/001 Chairperson James'Cueva I ice -Chairperson Gordon Loader Members Emile P. Amedee Kevin Decb Benjamin S. Essien Alberto Milian Carlos A. Naumann Abel Ramirez James Starkweather Jose Vera Staff Michael Goolsby Kathy Charles Yvonne Bell Latisha Byrd Secretary Henninio F. Gonzalez, P.E. 1'o: Building Officials, Construction I From: Ilerminio F. Gonzalez, P.E., Sec Date: April 13th, 2005 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING UNSAFE STRUCTURES BOARD SUITE 1603 140 WEST FLAGLER STREET (305) 37,5-2901 ustry and Interes0 t3 A meeting of the Unsafe Structures Board has been scheduled and will be held as follows: TIME Old Business: 1. New Business: Date: Time: Place: April 20th, 2005 - Wednesday 1:00 P.M. Metro -Dade Flagler Building 140 W. Flagler Street 16th Floor, Conference Room No. 1605 Miami, Florida 33130 AGENDA Citizen Presentation Oral: Lakes of Meadow- Condominiums 1-7 & 9 1. Minutes of the February 16th, 2005 and March 16th, 2005 USSB Hearing 2. Consolidation of agreements, withdrawals, deferrals and uncontested cases 3. Heard Cases 4. Vote Election of Chairman and Vice Chairman Unincorporated Miami -Dade County: (20) 5461 NW 179 Terrace 11502 SW 214 Street 8050 NW Miami Court 2159 NW 75 Street 12062 SW 10 Terrace, B-West 8001 NW 5 Court 8350 NE 4 Place City of Miami Beach: (1) 2800 Collins Avenue 9420 SW 56 Street, #01 595 SW 124 Avenue 6345 SW 138 Court, #102 2160 NW 79 Street 10920 SW 83 Avenue 1310 NE 148 Street 1805 SW 107 Avenue, #2601 14500 Tyler Street 1800 NE 114 Street 900 NE 88 Street 12062 SW 10 Terrace, B-East 21300 SW 244 Street 8920 NW 33 Avenue Road Pursuant to F.S. 286.0105, any person who decides to appeal any decision made by the Unsafe Structures Hoard with respect to any matter considered at its meeting or hearing will need a record of the proceedings. Such person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which the appeal is to be based. Miami -Dade County provides equal access and equal opportunity in employment and does not discriminate on the basis of disability in its programs or services. This document is available in alternative formal by calling Kathy Charles, BCC Policy, Operations and Board Administration, Building Code Compliance Office, at (305) 375-2901 to request the information. ";Multiple members of individual community councils may be present." BOARD MEMBERS: Please contact Latisha Byrd, Recording Secretary, at (305) 375-2901 Ext. 93607 to CONFIRM YOUR ATTENDANCE and/or availability. DIRECOFF\COMITTEEIUNSAFE STRUCTURES BOARD'',USSB-Agendas',AGEN 2005'.050420agen.doc 9543162202 04/13/2005 11:32 FAX ,954$1Q2202 001/001 DRAGON CONSTRUCTION, INC 8710 Woodberry Ct. Lake Worth, FL., 33467 Tel # 954-316-2288 Fax# 954-316-2202 Date: A ri1 12, 2005 Number of pages (including cover): 2 SENT TO: Name: FAX COVER SHEET Company: Miami Shores 'Village building Department Phone Number: 305-795-2204 FAX Number: 305-756-8972 DESCRIPTION: To Whom It May Concern, Please remove Dracon Construction, Inc. from the job at 550 N.E. 101 Street, Miami Shores, FL. Permit Numbers: BP05-14 & BP04-1465