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RC-08-2061Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 27, 2009 Inspector: Bruhn, Norman Owner: ECHAVARRIA, DAVID & NEELE Job Address: 48 NW 100 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Phone Number Parcel Number 1131010180450 Building Department Comm January 26, 2009 Page 1 of 1 Passed 417 ),,,-)))e. Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 26, 2009 Page 1 of 1 illose ktft )A41 Miami Shores Village Building Department lk�' 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 95.2204 Fax: (305) 756.8972 loci! �� BUILDING ,n� PERMIT APPLICATION FBC 2004 fari717 "r7 tJ 262 BY 1 Permit No. !. � d Master Permit No. Permit Type (circle): Bui ' Roofing �/ Owner's Name (Fee Simple Titleholder) N ezt e I cf / EC/ Gt tJQ t t7 q Phone # 3 ©s-'" Y e ? — 1297 Owner's Address tie ,41'3 mo n City , 4J a .Nt U <n Q( QS State 4�� Zip 33/s- O Tenant/Lessee Name Phone # Job Address (where the work is being done) 4 ' da (i /0074 City Miami Shores Village County Miami -Dade Zip � /CO FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name HO rn e-. 66 fig 1 Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2n:).0 Type of Work: tiers -. ['Alteration Describe Work: Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition cc) 01 ` ) p�� ** * * * * ******** * * * ** * * *** * **** Fees************* * *** **** * * **** *** *** * * * *** *** ** Submittal Fee $ 3 ° Permit Fee $ /3 0 CCF $ C9fCr Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Notary $ Scanning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -, Zoning $ 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 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. Owner or Agent The foregoing in day of 'y) �who • personally known to me or who has produced '\ �°° who is personally known to me or who has produced � lJl� - 0 Signature Contractor ntw�as ac,knowl - + ged fore me 1 issC The foregoing instrument was acknowledged before me this by' �4 I 1 ' ��Nw' , ',lOdayof , 20 _, by identification and who did an oath. as identification and who did take an oath. Oth NOTARY PUBLIC: �JOq� ��o1�aer �.� • �qti ae4 �a1`a�o0 444' Sign: G Print My Commission Expires: aS, - My Commission Expires: ,*** * ********** *** *** * ** ** * * * ****44 ********,*************************:**** *** * * **** ** * ** * ** * *** ** *** ** *** APPLICATION APPROVED BY: (Revised 07/10/07) i4/..e"Azy,fregt--- Plans Examiner Engineer Zoning Page 1 of 2 FL0706.0810 Boundary Survey SURVEY #FL0706.0810 PROPERTY' ADDRESS: 48 NW 100 STREET MIAMI, FLORIDA 33150 LEGAL DESCRIPTION: THE WEST 20 FEET OF LOT 7AND ALL OF LOTS 8 & 9, Block 5 =- MAVARRO SUBDIVISION according to the plat thereof, as recorded In Plat Book 12, Page 59, of the Public Records of MIAMI -DADE County, FLORIDA. Community Number: 120652 Panel: 0093 Suffix: J Index Date: 7/17/1995F.I.R.M. Date: 8/18/92 Flood Zone X Field Work: 6 /27 /2007Compieted: Revision History: (rev.1 W/18/2007) (rev.0 6/28/2007 6/28/2007) LB: 7337 CERTIFIED TO: DAVID H. ECHAVARRIA & NEELEIDY ECHAVARRIA; TITLE QUEST INVESTMENTS, LLC.; COMMONWEALTH LAND TITLE INSURANCE; AMERICA'S WHOLESALE LENDER; ; ATIMA ; ISAOA. For Surveyors Notes and Legend, see page 2 ._° 'MAW N.W. 100th ST FL- 0706 -0810 BOUNDARY SURVEY DADE COUNTY N89 °51'96 °E 120.00' (D N89 °53'55 °E 120.02'( ) 235.79' (P) FJ.P.1/2 ag t s 43 0-3 � • O NN 22= LOT 10 BLOCK5 ON PL 4'CBS WALL 30. r FJ.P.1/2 CAR PORT LOT9 BLOCK 5 LOT8 BLOCK5 REMAINDER I OFLOT7 BLOCK5 F.I.P1/2 (B FL ASSUMED) S89 °51'164120.00' (D) S89 °51'164120.08' ) LOT20 LOT 21 BLOCK5 BLOCK5 I hereby certllythat this Sketch of heroon described property Is a true and coned , -. ' ,:.." ' ' LT: ' made under my dlrecJlon and technical standards set Land Surveyors, Chapter61G -17-6 document Is eleciro 472027 of the Florida F7oridaAdministraNya nal and Slate of Florida P,afesslanal an of the per License No.6527 FJP.1/2 LOT22 BLOCK5 POINTS OF INTEREST NO POINTS OFMEREST WERE OBSERVED AT THE TIME OF7FllSSURVEY. THERE ARE FENCES NEAR 7HE BOUNDARY OF THIS PROPERTY, FENCE OWNERSHIP WAS NOT DETERMINED. 30 30.0' 10 O e 5 //O, 19 20 21 22 23 24 LOCATION MAP NTS O 15 GRAPHIC SCALE (In Feet) f inch =30'ft. Date Created:10 /18 /2007 9200 S. DADELAND BLVD., WWW.EXACTALAND.COM $ STE.110 ■ MIAMI, FL ■ P: 305.668.6169 ■ F: 305.668.6325 , (,c7 F.7,117,cia i;) UV 2 6 Z ' BY:- ,.( • Miami Shores Villase APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Dec. ' 3. 2008 3:30PM • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • BUILDING CODE COMPLIANCE O1*CF.($CCO),' . PRODUCT CONTROL DWISION ; . • • •• •• • • • • • • • • • • • ••• ••• • • ••• • • • • • NOTICE OF ACCEPTANCE (NOA ••• • • • • ••• • • • • • • • • • • • • • • • • • No. 1283 P. 2 MIAMI.DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 3754908 www:miamidade.aov Arrow Group Ind, Inc, 1101 N. 4's Street Breese, IL 62230 • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 1VIiami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA).to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ABJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AB may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. Thus product is approved as described herein, and has been designed to comply with the Hlgh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Cold Formed Steel Utilty Sheds APPROVAL DOCUMENT: Drawing No SI, S2 and S3, titled "6' x 5', 8' x 6', 8' x 8' 8E 10' x 8' Utility Sheds ", sheets Sl through S3, dated 08/01/2007, pi pared by McGinnis & Associates Consulting Engineers, Inc., signed and sealed by Daniel W. McGinnis, P.E., bearing the Miami -Dade County Product Control Revision. stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "M.rami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Buulding Official. This NOA revises & renews NOA # 06-0505.07 and consists of this page 1, evidence submitted pages E -1, E-2 & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by He ny A. Maker, P.E. M.S. Vi 7/24,07 A . 0'7.0214.15 ExpirationNO Date: No 08(24/3012 Approval Date: 09/13/21107 Page 1 Dec. ' 3. 2008 3:30PM No. 1283 P. 3 • • •• •• w Group Industries, n • � Ia • ••• • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • • • • • • • L EVIDENCE SUBM I'Tpt• 1tE APPROVAL # 98- 0113,03 A. DRAWINGS * •' • • • • L Drawing No 81, S2, & 83, total 3 sheets, prepared by R. T. Wharton, P.E, titled " 6' x 5', 8' x 6', 8' x 8, •& 20:x2WillitYahars, dated December 12, 1997, last revision #1 dated Ju% 1 is4r:ets, 1 &;S3) and July 14 (sheet 32), 1998, signed and sealed by R. T. Whattord P.E.• • • • • • • • B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Utility Shed Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 97 -693, dated 11/18/97, signed and sealed by Hector M. Medina, P.E. 2. Test report on Uniform Static Air Pressure Test of "Utility Shed Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. H,1197- -692, dated 11/18/97, signed and sealed by Hector M. Medina, P.E. 3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "utility Shed Panels ", prepared by Hurricane Engineering & Testing, Inc., Report No HET'I- 97 -691, dated 11/17/97, signed and sealed by Hector M. Medina, P.E. 4. Test report on Uniform Static Air Pressure Test of "Utility Shed Panels", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI --97 -690, dated 11/17/97, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS 1 Calculation of " 6' x 5', 8' x 6', 8' x 8', dc. 0' x 8' Utility Buildings" and anchor calculations dated 12/26/97, pages 1 to 39 of 3', prepared by Van Dam Engineering, signed and sealed by R. T. Wharton, P.E. 2. Calculation of " 6' x 5', 8' x 6', 8' x 8', & 10' x 8' Utility Buildings" and anchor calculations dated 07 /14/98, pages 1 to 10 of 10, prepared by Van Dam Engineering, signed and sealed by R. T. Wharton, P.E. D. MATERIAL CERTIFICATIONS 1. Mil Certified Test Report issued by National Steel Corporation, with chemical composition and mechanical properties of structural members: 2. Mill Certified Test Report issued by Bethlehem Steel Corporation, with chemical composition and mechanical properties of cold-formed panel, dated 07/09/98. 3. Tensile Test Report No. HE77- 97 -T64; prepared by Hurricane. Engineering & Testing, Inc., dated 1229/97, signed and sealed by Hector M. Medina, P.E. 4. Tensile Test Report No. HET1 -97 T65, prepared by Hurricane Engineering & Testing, Inc., dated 12/29/97, signed and sealed by Hector M. Medina, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0430,04 A. DRAWINGS 1. None. E -1 elegy A. Mahar, F.E., M.S. Product Control l suer NOA No 070214.15 Expiration Date: 08/24/2012 Approval Date: 09/13t2007 Dec, ' 1 2008 3:30PM • ...• • • • ••• • • • • • • • • • • • • Arrow Group badustries. big • • •: • : • • ••• • • • .• ••• B. TESTS CE OF ACCEPTANCE: EVIDENCE SUBM1ri'ED .. • .. • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • I • • • • • • • • • None. ••• ••• • . C. CALCULATIONS •• • • • • • ••• •• • 1. None. • • D. MATERIAL CERTIL jCAT1ONS • 1. Norte. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0401.03 A. DRAWINGS See NOA 01- 0430.04 • • • • ••• •• No. 1283 P. 4 B. TESTS See NOA 01- 0430.04 C. CALCULATIONS See NOA 01-0430.04 D. MATERIAL CERTIFICATIONS See NOA 01- 0430.04 E. STATEMENTS See NOA 01- 0430.04 F. OTHER See NOA 01- 0430.04 4. EVIDENCE SUBMITTED TI D UNDER PREVIOUS APPROVAL #06-050107 A. DRAWINGS 1. None. B. TESTS 1. None: C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Mimi Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E•2 elm A. Mukar, P.E., M.S. Product Control Examiner NOA No. 0.0214.15 Expiration Dater 08J2412012 Approval Date: 09/1312007 Dec. '3. 2008 3:30PM No. 1283 P. 5 • • ••• • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • Arrow Group Industries, Inc. • • • • • • ••• •• •• • • • • • • • • • • • • • • • • • • ••• IYOTJCE ©l A +CE i C): FsV NC SIJBNIITTED • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • 5. NEW EVIDENCE SUMMED A. DRAWINGS • •• • • • •• ••• •• • ••• • • • • •• • 1, Drawing No. 51, S2 ahaSI, titled `6:x 5', $' x 6', 8' x 8' & 10' x 8' Utility Sheds ", sheets Si through' S3, •dated 0.8ai lM01; prepared by McGinnis & Associates Consulting Engineers, Inc., signed and sealed by Daniel W. McGinnis, P.E. D. QUALITY ASSURANCE I. By Mani -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 2. None. E -3 A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0214.1$ Expiration Date: 08/24/2012 Approval Date: 09/13/2007 a-4 VC FRONT ELEVATION SIDE ELEVATION ROOF PLAN XI act .cc 6' x 5' BUILDING acs REAR ELEVATION FOUNDATION PLAN act XIS • C,a axffi• FRONT ELEVATION act SIDE ELEVATION ROOF PLAN *1 act 8' x 6' BUILDING xu REAR ELEVATION WA FOUNDATION PLAN acs FRONT ELEVATION rzt SIDE Ft EVATION ROOF PLAN w act 8' x 8' BUILDING m REAR ELEVATION acs FOUNDATION PLAN x15 DESIGN CRITERIA THE DESIGN SHOWN ON THESE DRAWINGS MEET THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GRAVITY LOADS; DEAD LOAD: LIVE LOAD: CALCULATED PER MEMBER WIND LOADS; BASIC WIND SPEED: 75 MP LL WIND LOAD IMPORT ACT R: hw = 1.0 WIND EXPOSURE: C NOTE: PER SECTION 1609.1.4 STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 S.F. OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2004 FLORIDA BUILDING CODE. MATERIAL SPECIFICATIONS: PANELS: ASTM A625 -76, Fy=50 KSI CHANNELS & OTHER MEMBERS: ASTM A527 -80, Fy =55 KSI BOLTS & SCREWS: ASTM A1018, Fy =30 KSI ANCHOR BOLTS: ASTM A307, Fy =33KSI REINFORCING STEEL. ASTM A615 -40, GRADE 40 WIRE MESH: ASTM A -185 CONCRETE: 2,500 PSI COMPRESSIVE STRENGTH ® 28 DAYS ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 1,000 PSF ® A DEPTH OF 1' -0' zaZWODAIA. WOM WE MGT r- O IN' FRONT ELEVATION SIDE ELEVATION ROOF PLAN WA WI ... 10' x 8' BUILDING to REAR ELEVATION WA IP -c 1/ FOUNDATION PLAN .,. aeRcost@ the S irl & IROBas Col Mao +b2 ELO af[ae Dole oat user tote PLANS & ELEVATIONS scam NONE McGINNIS & ASSOCIATES comma= man INC. 1110 WESTMASIC 0501E ST. LOUIS. MISSOURI 83131 314 -480 -8450 12909 mom 6'x5'. 8'x6', 8'x8' & 10'x8' UTILITY SHEDS ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE, IL 62230 (618) 526 -4546 mum eft JMH am 8/1/06 01W.0 SI ff 1" • r CHANNEL N.TS. k Vi a 111 � .►a_ am a l n 1 ,— e ® n -1\ NifEr 2x1 CHANNEL R 0.023 THICK (TYPICAL) 9 19/32° 8 REF • 28 3/4° TYPICAL WALL PANEL NOTE: PANEL WIDTH VARIES DOOR SKIN 0.018' 0.030° ZEE 210' x0.023 CHANNEL HINGE TYP. 2 PLACES 2' -3 1/8' 1 DOOR ELEVATION N.T.S. 70x1 /2° SCREWS (18) EA. PANEL #10x7/1w6° / NMACHINE SCREW (2) EA. PALL #10x1' SCREWS & CORNERS OF PANEL PANEL WIDTH VARIES j. TYPICAL PANEL FASTENER ELEVATION .016' WALL OR ROOF PANELS t/— L 1 7/8' X 1 x 0.028° 2 ROWS 910 x 7/18° MACHINE SCREWS 8'o.e. WALL1 x4'x OR. .023' ROOF CHANNELS SECTION N.T.S. 4°x1 1/rx0.060° CHANNEL - 0.023° JAMB J/ HINGES (2 TOTAL) w/ (8) /16'0 FLAT HD. MACHINE SCREWS & NUTS SECTION N.T.S. FN. GR. DOOR t PN ROOF PANEL 1/4° SECTION N.TS. PAWL #10 SCREWS ASS) FOLLOWS: (21 Ox1° 110x1/2' SECTION N.T.S. 3/81/ x 8' ANCHOR BOLTS 0 24'o.c. AT SIDE & BACK WALLS. & ® 12'o.e. MAX. 0 FRONT WALL ALTERNATE ANCHOR: HILTI KWP( BOLT 0 3/81x5' CONCRETE ANCHOR 0 241t.c. w/2 I/• 72N EMBEDMENT. METRO DADE COUNTY 6x8 -10/10 WWM ALT. — g3 BARS ® 18 o.c. EA WAY #4 CONT. TOP & BOT. SECTION N.T.S. ROOF BEAMS 10 SCREWS 8 PER PANEL) WALL PANELS WALL PANEL CUT QJSIDE FLANGE AT CORNER #10 MACHINE SCREW { w /NUT WALL CHANNEL CORNER CONNECTION SECTION N.T.S. NUT ROOF BEAMS FLOOR FRAME (0.0281 SPACER 3/811 ANCHOR BOLTS FOR REQUIREMENTS)SECTIONS ALTERNATE ANCHORS: 3/811 HILTI CONCRETE ANCHORS SECTION N.T.S. LINT °x0.028° BRACE 0 ROOF BEAMS ONLY w/ #10 MACHINE SCREWS Be NUTS #10 MACHINE SCREWS 70 MACHINE SCREWS (4 TOTAL) L7 /B x1 1/8'x0.028' Rio x 1/2• SCREW LI 77/8x1 1/4k0.028 BOLT VERTICLE ANGLE TO GABLE PANE!. RETURN PRODUCT SA VISESI 10dda 1 00agCo i* Ateaplltb xNo07X0 i raterZgWitiktela, SECTION N.T.S. BOLT VERTICLE ANGLE TO GABLE PANEL RETURN GABLE .015° THICK McGINNIS & ASSOCIATES E8ISIL1ING SCUMS, *C. 1110 WESTMAPo( 08*0 ST. LOUIS. MISSOURI 63131 314 - 468 -6460 12909 lb MUM xt SECTIONS & DETAILS NONE 6'x5', 8'x6', 8'x8' & 10'x8' UTILITY SHEDS OMB BR JMH 8/1/06 ARROW GROUP INDUSTRIES °'""' 1101 N. 4TH STREET BREESE, IL 62230 (618) 526 -4546 S2 2 "xl" CHANNEL 0.023" THICK DETAIL N.T.S. #10x1 /2" SCREW TYP. NEAR SIDE & FAR SIDE FLOOR FRAME (0.028") 0.016" DOOR SKIN 4 "x1 1/2" CHANNEL (DOOR JAMB) L1 1/4"x3"xl 1/2" LONG x 0.034" w /(4) #10 SCREWS 2 "x1" CHANNEL. 0.023" THICK SECTION N.T.S. WALL PANEL SECTION N.T.S. 1 "x2.701°x1.053 °x0.030° DOOR JAMB TRIM #10 SCREW 100/2" SCREWS 5) 0 SIDES AND 4) W TOP & ROT. 10x1/2° SCREWS (5) EA. SIDE SECTION N.T.S. 2 "x1" CHANNEL 0.023" THICK L1 1/2 "x2 1/8 °x0.60° 8< LEFT DOOR L1 1/8°x2 °x0.30" ® RIGHT DOOR SECTION N.T.S. 4 "x1 1/2" CHANNEL Mr (DOOR JAMB) A% i. �� COPE WEB 0.016° DOOR SKIN 4 "x1 1/2" CHANNEL (DOOR JAMB) 1 "x2.701 "x1.053 °x0.030" DOOR JAMB TRIM #10 SCREW SECTION N.T.S. 1°x2.701 °x1.053 "xO.030" DOOR JAMB TRIM L1 1/4 ":3 "x1 1/2" LONG x 0.034 w /(4) #10 SCREWS 4°x3 "x0.028" CHANNEL 2 °x1 "x0.023° CHANNEL #10 SCREW #10 SCREW LI 1/4 "x3 "x1 1/2" LONG x 0.034" w/(4) #10 SCREWS 0.030" ZEE FLOOR FRAME (.028") SECTION 53 N.T.S. S3 0.030° ZEE ZEE DOOR TRIM NOT SHOWN FOR CLARITY ZEE DOOR TRIM NOT SHOWN FOR CLAR SECTION N.T.S. 53 S3 NOTCH FOR DOOR JAMB COPE WEB AS REQUIRED 4 "xl 1/2" x 0.60° CHANNEL FLOOR FRAME (.028") mem SFEZI 090 SECTIONS & DETAILS SCILE NONE McGINNIS & ASSOCIATES =SLUING D03NEERS, ac. 1110 REMARK DRIVE ST. L006, MISSOURI 63131 314 - 489 -8480 12909 MOM 6'x5', 8'x6', 8'x8' & 10'x8' UTILITY SHEDS BAN BL JMH MM 8/1/06 ARROW GROUP INDUSTRIES 1101 N. 4TH STREET ^ BREESE, IL 62230 J (618) 526 -4546 5-46 641/1/ fur (opa WC& F e.A.. (....,,/ t Ht 1 44-s' ecv\-tret,00els Al" 1ki s Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Expires: of issued Folio Number:1131010180450 Owner's Name: DAVID & NEELE ECHAVARRIA Owner's Phone: Job Address: 48 100 Street NW Total Square Feet: 0 Miami Shores, FL 33150- Total Job Valuation: $ 1,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 12/4/2008 : Yes Comments: SHED HAS WOOD FRAME AND IS NOT PERMITTED 12/4/08 NEW PLAN INCLUDES METAL SHED. MUST MAINTAIN 10 FOOT SIDE YARD SETBACK AND5 FOOT REAR YARD SETBACK. EITHER SHED SIZE MEETS CODE. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -11 -08 -2061 Issue Date: Not Issued Expires: of issued Folio Number:1131010180450 Owner's Name: DAVID & NEELE ECHAVARRIA Job Address: 48 100 Street NW Miami Shores, FL 33150- Total Job Valuation: $ 1,000.00 Owner's Phone: Total Square Feet: 0 Contractor(s) Phone Primary Contractor HOME OWNER yes Planning and Zoning Criteria and Comments Approved: In Review Date Approved: : In Review Date Denied: 11/26/2008 Comments: SHED HAS WOOD FRAME AND IS NOT PERMITTED Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Q8*—'c)66( Job Name Date STRUCTURAL CRITIQUE SHEET ® 61.4./ ei a, ity� ,pd ,%.°///r Ct te 4.1 eve./ M.: i/cd. 1y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ( 6% Job Name Date 4L- cr STRUCTURAL CRITIQUE SHEET c 'iii, / /D,1 5-Q4 Atrai /%- 7' t // „Tv / o2 , S • keS Atlk itAgeP ex/fAi( teeth b Icg stP/ VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Ajeet etc(( EchdVattitd DATE: ADDRESS: re- ire.) 1 074s tvi LS / g✓lacd Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial ff 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial /lj6 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial p 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial Ij4- 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial A2t 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project: they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial /1/h 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this day of Initial B y ' � JC%fitaDm0.--who was personally known to me or who has Produced there License or T1 a7- Odep- a4o010 as identification. , iN900, n Viz. N le OTAR ��� ,� �4 v 1';