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BP-05-566Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/17/2008 Inspector: Rodriguez, Jorge Owner: PROCTOR, KAREN Job Address: 790 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER 'r• zmujimmoompr -,4011Q„ W.M.K.M.M.Vgammor Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Block: Phone Number Parcel Number 1132060142060 Lot: Building Department Comments SHED P\.1:6't• # - Passed Inspector Comments CC 5--,/ 7e.) ' ri Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Thursday, March 13, 2008 Page 1 of 2 Miami Shores Village Building Depart ' nt 10050 N.E.2nd Avenue, Miami Shores, F orida 33138 Tel: (305) 795.2204 Fax: (305) 7 ` "6.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (cir e): Building Owner's (Fee ' s Name (F Simple Trt e o der) I ! 1,4 ki16 Owner's Address 1 ?0 N Ci', eS State Permit No. Master Permit No. Electrical Plumbing Tenant/Lessee Name Zip Job Address (where the work is being done) O 0 E_ c"" City Miami Shores Village Mechanical Roofing Phone # 3 o S f 2 C 3 3 1 Phone # i Is Building Historically Designated YES County Miami Dade NO 4/ Contractor's Company Name /\\ / Contractor's Address City State Qualifier State Certific Phone # Zip �I3 anon No. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Phone # coo.' Type of Work: ['Addition ['Alteration Describe Work: ro c.1/4.3 oL) S �—/� Square Footage Of Work: ❑ Repair/Replace ❑ Demolition S. ****************************Fees***************** ' ) * *,� * ** *** ** Submittal Fee $ ! �� Permit Fee $ ,4014 CCF $ t CO /CC n� Notary $ ,7 Training/Education Fee $ / d 0 Technology Fee $� Scanning $ /('"" Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 621-, (Continued on opposite side) Bond $ tc(/- 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 a ' a reinspe on fee will be charged Signatur Owner or Agent The foregoing instrument was ackno ledged before me day of / if�, 20tt by who is p, rsonnally known t...� e or p c c��rq� dentificatio .r . who did take an oath. ho has produced NOTA S.. NOTARY ,C r Prin My Commission Expires: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * :4 Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: .GID1IY. • p° ell, Sign: t r 40p1,I��May26,2l 3 �ondedaThns My Commission Expires: tee; ���> 4* ►.1� * * *; **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PPR27 11. Plans Examiner Engineer �4J/ Zoning M I A M IOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Arrow Group Industries, Inc. 1101 N. 4th 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 Miami -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 (AHJ). 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 AHJ (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 AHJ 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. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Cold Formed Steel Utility Sheds APPROVAL DOCUMENT: Drawing No. SI, S2 and S3, titled "6' x 5', 8' x 6', 8' x 8' & 10' x 8' Utility Shed ", sheets S I through S3, prepared, signed and sealed by R.T. Wharton, P.E., dated July 14, 1998, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 following statement: "Miami -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 -Dadc 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 Building Official. This NOA revises NOA # 01- 0430.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0401.03 Expiration Date: August 24, 2006 Approval Date: May 09, 2002 Page 1 To a1 03 1n 0 3' -5 1/2' FRONT ELEVATION SIDE ELEVATION 6' X 5' BUILDING :iIiL III ' -- la N © N n 0 3' -5 1/2' FRONT ELEVATION SIDE ELEVATION 6' X 5' BUILDING :iIiL III I i 'n .FRONT ELEVATION 7 -10 3/4' SIDE ELEVATION 8' X. 6' BUILDING Arl E! d FRONT ELEVATION 3/8"0 X 8" LC ANCHOR BOLTS 0 24" MAX 0 /C. SIDE ELEVATION 8' X 8' BUILDING FRONT ELEVATION SIDE ELEVATION 10' X 8' BUILDING ROOF PLAN REAR ELEVATION 6 i1 /2 3/8'0 X 8" LC 1/2" ANCHOR BOLTS 0 FRONT ELEV. FOUNDATION PLAN 3/8-0 X 8" LC ANCHOR BOLTS 0 24" MAX 0/C. ,ROOF PLAN ROOF PLAN ;EAR ELEVATION REAR ELEVATION FOUNDATION PLAN •3/8'0 X 8' LC ' ANCHOR BOLTS 0 FRONT ELY. NOTES: OESIQV CITED A: °-^_1.:Tii FLORIDA 510111""t• CODE ASCE 7 -88 (WHO LOADS ONLY) LOADS DEAD LOADS: UW LOADS: WHO LOADS: flit IERA1S 3 /8'0X8'LG ANCHOR BOLTS 0 24' MAX 0 /C. ACTUAL LOADS 15 PSF 75 MPH PER ASCE 7 -88 PANELS: CHANNELS & OTHER MEMBERS: BOLTS & SCREWS: ANCHOR BOLTS: RONFORO NG STEEL: CONCRETE: ASTM A625 -76, Fy a 50 KS) ASTM A527-80, Fy = 55 KS ASTM M018, Fy a 30 KSI AMU A -307 ASTM A -615, GRADE 40 2,000 PSI AT 28 DAYS PRODUCT REVISED as complying with the Florida Baiding Code Acceptance No - s 'S .0 3 Expiration Date • Jf J 0(a Ala Divfslon PRODUCT RENEWED aocrvr�-�►NCE rlo. O 1 �- C� • 3 G • ° ¢ TIONDATE bg�Zoo 4 BY PRO BUILDING FOUNDATION PLAN ROOF PLAN REAR ELEVATION FOUNDATION PLAN TROL DIVISION COMPLIANCE OFFICE • ALTERNATE ANCHOR: H1L11 OAK BOLT A. 3/8'0 X 5' 1.0 CONCRETE ANCHOR W/. 2 1/2" EMBEDMENT, METRO DADE COUNTY ACCEPTANCE p93- 0224.04. APPROVED AS COMPLYING Cl1Td TDC SO ORIDA BUILDING` COLT DAT 19 7� BY PRODUCT COUT1 BUILDING CODE CAMP:. ; CE DICE ACCEPTANCE NO.4 L_: I 7 -11-11 MC Co1sar N[1t1DMf x10 na DATE MOON Q1' PLANS & ELEVATIONS 1Ja' >-a- nosy 6' X 5', 8' X 6', 8' X 8' & 10' X 8' UTILITY SHEDS awn in "o am 12 -12 -17 ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE, IL 62230 (618) 526 -4546 MAIM NA CHANNEL HINGE (TYP 2 X 1 CHANNEL 0.023' THICK (TYPICAL) DOOR ELEVATION 110 X 1/2' SCREWS i8 EA PANEL I10 x 2/16' MACHINE SCREW W/ NUT 2 EA PANEL AT o CORNERS OF PANEL PANEL WIDTH VARIES r 1 9 IS/32' TYP 8' REF 1/4' 28 3/4' PANE- THICKNESS .01 6" 1/1 0.030' ZEE 2` X 1' X 0.023' TYPICAL WALL PANEL NOTE PANEL WIDTH VARIES 4' x 1 1/2' x 0.060' CHANNEL 0.023• JAMB 0.016' DOOR SKet TYPICAL PANEL FASTENER ELEVATION HINGES (2 TOTAL) %MTH 6 - 3/16' FLAT HO MACHINE SCREWS ANO NUTS SECTION FINISH GRADE SECTION 2 ROWS 110 X 7/16' MACH. SCREWS AT 8' ON CENTER A .— CHANNEL 4' X 1' X 0.028` .- CHANNEL. 2' X 1• X 0.023• 0.030' ZEE 2' THICK DOOR FLOOR FRAME (0.0281 ANGLE 2' X 1 3/8' X 0.060' SECTION 3/8'0 X 8' LONG ANCHOR BOLTS AT 24` O.C. AT SIDE A1'Q BACK WALLS. 12' MAX 0.C. AT FRONT WALL ALTERNATE ANCHOR: MLR KN1K BOLT II, 3/8"• X 5' LG CONCRETE ANCHOR W/ 2 1/2• EMBEDMENT. METRO DADE COUNTY ACCEPTANCE 193- 0224.04. 6 X 6 - 10/10 WELDED WIRE MESH ALT. - j3 BARS AT 18' O.C. EA. WAY 0 14 BARS CONT. SECTION O S2 ROOF pa SCREWS (8 PER PANEL) (2110x1 (6 /10 X 1 A -ROOF PANEL WALL PANEL NUT FLOOR FRAME (0.0281 SPACER SECTION 0 MACHINE SCREWS L 1' X 1' X .028' BRACE AT ROOF BEAMS ONLY W /110 MACHINE SCREWS & NUTS SECTION T VERTICAL ANGLE TO GABLE PANEL. RETURN 110 MACHwE SCREWS (4 TOTAL) BOLT VERTICAL ANGLE TO GABLE PANE1. RETURN L 7/8' 1 1/8' X .028' 110 X 1/2' SCREW L 1 7/8' X 1 1/4' X .028' WALL ANGLE .016' THICK 3/8'. ANCHOR BOLTS (SEE FOUNDATION PLAN AND SECDON FOR REQUIREMENTS) ALTERNATE ANCHOR: 3/8'• HILTI CONCRETE ANCHOR 110 IINE SCREW WITH .. CUT INSIDE FLANGE AT CORNER WALL CHANNEL CORNER CONNECTION SECTION ,-� 52 PRODUCT RENEWED ACCEPTANCE No. 1 0 EXPIRATION DATE G DY 3 o. a4., PR • s 1 "NTROL DIV/SION WILDING CODE 03i1Pi IANCR CFI= PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No O - IA .. 03 Expiration Date • :7Fr! O trail Dade .. act Coatrol Divblon APPROVED AS COMPI.`PVC SOUTH Flo DA BUILD :.0 C(:0E DAT �.•, _� BY PRO PRO CG;>' BUILDING CODE COMPLIANCE OFr'i.E ACCEPTANCE N0. qY att3.0 ®9M r L n 0 i t Sae MIRY 100107O LNG 9A9L WW110l n 53a W 110.4E \ '-i---7 HINGE (TYP 2 X 1 CHANNEL 0.023' THICK (TYPICAL) DOOR ELEVATION 110 X 1/2' SCREWS i8 EA PANEL I10 x 2/16' MACHINE SCREW W/ NUT 2 EA PANEL AT o CORNERS OF PANEL PANEL WIDTH VARIES r 1 9 IS/32' TYP 8' REF 1/4' 28 3/4' PANE- THICKNESS .01 6" 1/1 0.030' ZEE 2` X 1' X 0.023' TYPICAL WALL PANEL NOTE PANEL WIDTH VARIES 4' x 1 1/2' x 0.060' CHANNEL 0.023• JAMB 0.016' DOOR SKet TYPICAL PANEL FASTENER ELEVATION HINGES (2 TOTAL) %MTH 6 - 3/16' FLAT HO MACHINE SCREWS ANO NUTS SECTION FINISH GRADE SECTION 2 ROWS 110 X 7/16' MACH. SCREWS AT 8' ON CENTER A .— CHANNEL 4' X 1' X 0.028` .- CHANNEL. 2' X 1• X 0.023• 0.030' ZEE 2' THICK DOOR FLOOR FRAME (0.0281 ANGLE 2' X 1 3/8' X 0.060' SECTION 3/8'0 X 8' LONG ANCHOR BOLTS AT 24` O.C. AT SIDE A1'Q BACK WALLS. 12' MAX 0.C. AT FRONT WALL ALTERNATE ANCHOR: MLR KN1K BOLT II, 3/8"• X 5' LG CONCRETE ANCHOR W/ 2 1/2• EMBEDMENT. METRO DADE COUNTY ACCEPTANCE 193- 0224.04. 6 X 6 - 10/10 WELDED WIRE MESH ALT. - j3 BARS AT 18' O.C. EA. WAY 0 14 BARS CONT. SECTION O S2 ROOF pa SCREWS (8 PER PANEL) (2110x1 (6 /10 X 1 A -ROOF PANEL WALL PANEL NUT FLOOR FRAME (0.0281 SPACER SECTION 0 MACHINE SCREWS L 1' X 1' X .028' BRACE AT ROOF BEAMS ONLY W /110 MACHINE SCREWS & NUTS SECTION T VERTICAL ANGLE TO GABLE PANEL. RETURN 110 MACHwE SCREWS (4 TOTAL) BOLT VERTICAL ANGLE TO GABLE PANE1. RETURN L 7/8' 1 1/8' X .028' 110 X 1/2' SCREW L 1 7/8' X 1 1/4' X .028' WALL ANGLE .016' THICK 3/8'. ANCHOR BOLTS (SEE FOUNDATION PLAN AND SECDON FOR REQUIREMENTS) ALTERNATE ANCHOR: 3/8'• HILTI CONCRETE ANCHOR 110 IINE SCREW WITH .. CUT INSIDE FLANGE AT CORNER WALL CHANNEL CORNER CONNECTION SECTION ,-� 52 PRODUCT RENEWED ACCEPTANCE No. 1 0 EXPIRATION DATE G DY 3 o. a4., PR • s 1 "NTROL DIV/SION WILDING CODE 03i1Pi IANCR CFI= PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No O - IA .. 03 Expiration Date • :7Fr! O trail Dade .. act Coatrol Divblon APPROVED AS COMPI.`PVC SOUTH Flo DA BUILD :.0 C(:0E DAT �.•, _� BY PRO PRO CG;>' BUILDING CODE COMPLIANCE OFr'i.E ACCEPTANCE N0. qY att3.0 1 1r•4-119 Sae MIRY 100107O LNG 9A9L WW110l n ow 11u. SECTIONS & DETAILS W 110.4E mast 6' X 5'. 8' X 6', 8' X 8' do 10' X 8' UTIUTY SHEDS WWI OM ' O Oi1*s 12 -12-97 ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE. IL 62230 (618)- 526 -4546 awww L DETAIL S3 4' X 1/2' CHANNEL (DOOR JAMB) l 1 1/4' X 3' X 1 1/2' LONG X .034 W1TH 4' — N0. 10 SCREWS j10 X 1/2 SCREW TYPICAL NEAR SIDE AND FAR SIDE SECTION ED FLOOR FRAME (.0281 1' X 2.701' X 1.053' X .030' DOOR .IAMB TRW L 1 1/4' X 3' X 1 1/2' LONG X .034 !MTH 4 — NO. 10 SCREWS 1'X2.701'X1.053'X.030' 0008 JAMB TRIM COPE wFa NQ 10 SCREW 2 X 1 X 0.023° CHANN 0.016' DOOR SKIN SECTION NO. 10 X 1/2" SCREWS 5 AT SIDES AND 4 AT TCP AND BOTTOM NO. 10 X 1/2' SCREWS 5 AT EACH SIDE. 1' X 2.701' X 1.053' X .030' DOOR JAMB TRW FLOOR FRAME (.028') 4' X 1/2' CHANNEL (0008 JAMB) L 11/4' x 3' X i 1/2' LONG X .034 WITH 4— NO. 10SCREWS SECTION O S3 10 NO. 10 X 7/16" SMACH. SCREWS TOTAL — N0. 10 SCREW .0..Nr ZEE L 1 1/2" X 2 1/8' X .060 AT LEFT DOOR L 1 1/8" X 2° X .030" AT RIGHT DOOR SECTION 2 X 1 X 0.023" CHANNEL 0.016' DOOR SKIN 4' X 1' X .028 CHANNEL 2' X 1' X .023 CHANNEL N0. 10 SCREW NOTCH FOR DOOR JAMB WEB AS REQU 1ED 4' X 1 1/2' X .060 CHANNEL ZEE DOOR TRW NOT S4OYM FOR C AMY .030' ZEE ZEE 0001 TRIM NOT SHOWN FOR CLARITY SECTION O S3 PRODUCT REVISED as tamplyins w'ttli doe Plac id* ! Cite No OZ- �•.• .03 Expiration Date AM • B at I • P •• et Con Division PRODUCT RENEWED ZrrARc No. 0 1-- 042o.0 4' T1Oy DATE OCj /24 ton 6 APPROVED AS COMPLYING NTH TNw SOUTH 1 11 ' IDA BUILDING CODE DAT t.....j 'C� BY '/� t • PROM C , i S ,;'I BUR DING DE CCOAIPL,A(iCE IJ'i;GE `.CCEPTAI:CE 1(0 gek 2/ //3.0 3 I i4 —/3-111. MEW WAVING — OW COI*TI WAJI471U !4 OAA RMlfil if IN= RR8 SECTIONS & DETAILS lEMb s 1,,0,6E 6' X 5', 8' X 6', 8' X 8' be 10' X 8' U11UTY SHEDS WM /M '"c‘° OAAS +: —.7 ARROW GROUP INDUSTRIES 1101 N. 4T1-1 STREET BREESE, IL 62230 (618) 526 -4546 0.101. 116.