Loading...
RC-14-2068Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220143 Permit Number: RC -9-14-2068 Scheduled Inspection Date: October 24, 2014 Inspector: Rodriguez, Jorge Owner: MOLINA, MICHELLE Job Address: 380 NW 112 Terrace Miami Shores, FL 33168-3300 Project: <NONE> Contractor: HOME OWNER duuamg uepartment comments PLACE SHED IN THE BACKYARD. Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Phone Number Parcel Number INSPECTOR COMMENTS False Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. 1121360010210 October 23, 2014 For Inspections please call: (305)762-4949 Page 5 of 23 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. 1121360010210 October 23, 2014 For Inspections please call: (305)762-4949 Page 5 of 23 Miami Shores VillageC WFIDI Buil D s E 2 2 3- Building g epartment 2014 9 e'� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: l Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 10,10'1 IUILDING 0,101IUILDING Permit No. PERMIT APPLICATION Master Permit No. �_ 14- o B FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): lfmaLa_ Phone#:J®5 %1 W q Address: ;-,30 910 1/Z City: S ^ j r State: 15t, zip: g3! bj Tenant/Lessee Name: L 1 Phone#:,505- %01 2-24' 2 Email: MI 'Ch71191(A VV,l 0, cftn JOB ADDRESS: ,? kO Nit) 0-2, Ti rrA q City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I I - �-I.3lP - 001 - ®9'1b Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: h`l )kC 0 r 1 _ �` Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Contact Phone#: Email Address: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ q Square/Linear Footage of Work: Type of Work: DAddress ❑Alteration ZNew ORepair/Replace ❑Demolition Description of Work: COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ CCF $J CO/CC $ Scanning Fee $ 4� Radon Fee $ 2- - DBPR $ 2- OD Bond $ Notary $ �:_5 Training/Education Fee $ Technology Fee $ Q (a® Double Fee $ a Structural Review $_ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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. 11AR0,51 Owner or Agent The foregoing instrument was acknowledged before me this day of� , 20 ebyd1�/�J//� who is personally known to me or who has producedr� `7✓r� � �® 7D ��� As identification and who did take an oath. NOT. PUBLIC: (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)(rev6/4/10) 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. My Commission Expires: Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: f- c, p Illi / r ! d b oa DATE: i ADDRESS:.3 0 AW 112,- i -e rra a �DW Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 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 new form states 75,000). 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. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial l 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. y�� Initial / �' I M. 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial. 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. /� Initial M I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial / / l l \ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial ffwy� I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initialfi/1 K_ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilbfindex.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the roposad(construction activity at the following address: Initial it ✓� 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial M "I Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 By //�wk%who was personally known to me or who has P duced there License or �S ���� '� f—e5)as identification. OWNER NOTARY �jp{d�r �y�1i8 stat® of Florida �gdflBg M Feliciano M MVFF t�IJW 61� tWmi2/209 8 082753 All '�ta� Owner's Manual & Assembly Instructions Vol Model No. HM10867 ❑ RMG108 El WL10867 ❑ NP10867 ❑ RMW108 El RM108-A El VH108-A ❑ 49E`4�� ARROW World's Leading Maker of Storage Buildings® CAUTION: SOME PARTS HAVE SHARP EDGES. CARE MUST BE TAKEN WHEN HANDLING THE VARIOUS PIECES 709431009I TO AVOID A MISHAP. FOR SAFETY SAKE, PLEASE READ SAFETY INFORMATION PROVIDED IN THIS MANUAL BEFORE BEGINNING CONSTRUCTION. WEAR GLOVES BUILDING DIMENSIONS *Size rounded off to the nearest foot • WHEN HANDLING METAL PARTS. Exterior Dimensions Interior Dimensions Door *Approx. FoundationStorage Area (Roof Edge to Roof Edge) (Wali to Wall) Opening Size Size Sq. Ft.- Width Depth Height Width Depth Height Width Height 10' x 8' 121" x 92 3/4" 74 444 1231/4" 951/4" 777/8" 1181/4" 90" 765/8" 551/2" 65" 3,0 m x 2,3 m 307,3 cm x 235,6 cm , nig 12,6 m3 313,1 cm 241,9 cm 197,8 cm 300,4 cm 228,6 cm 194,6 cm 141,0 cm 165,1 cm lyy DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww w.m6amidade.eov/economy Arrow Shed, LLC 1101 N. 4"' Street Breese, 11, 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 and accepted by Miami -Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section 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. S1, S2 and S3, titled "6' x 5', 8' x 6, 8' x 8' & 10' x 8' Utility Sheds", sheets S 1 through S3, dated 06/12/2012, prepared by McGinnis & Associates Consulting Engineers, Inc., signed and sealed by Daniel W. McGinnis, P.E., on 04/08/2013, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 -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 Building Official. This NOA revises & renews NOA # 07-0214.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, & E-4 as tiveil as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. M.S. CNOM aAoncoutary �: f ,,r',� NOA No. f� �` Expiration Datee::08/24/2017 Approval Date: 04/25/2013 4>4 / Z S-A a I? Page 1 Arrow Shed, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 98-0113.03 A. DRAWINGS 1. Drmtfing No. Sl, S2, & S3, total 3 sheets, prepared by R. T. Wharton, AE., titled " 6' x 5.8' x 6, 8'x 8' & 10' x 8' Utility Sheds ", dated December 12, 1997, last revision #1 dated July 13 (sheets SI & S3) and July 14 (sheet S2), 1998, signed and sealed by R. T. Wharton, 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, ETI97-693, dated 11/18/97, signed and sealed by Hector FYI Medina, P.E. 2. Test report on Uniform Static Air Pressure Test of "Utility Shed Doors". prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-97-692, dated 11118197, 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. HETI- 97-691, dated 11/17197, 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 11117197, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS 1. Calculation of " 6'x 5, 8'x 6'. 8'x 8, & 10'x 8' Utility Buildings" and anchor calculations dated 12126/97, pages 1 to 39 of 39, prepared by Van Darn Engineering, signed and sealed by R. T. Wharton, P.E. I Calculation of " 6' x 5'. 8'x 6', 8' x 8, & 10'x 8' Utility Buildings" and anchor calculations dated 07114/98, pages 1 to 10 of 10, prepared by Van Darn Engineering, signed and sealed by R. T Wharton, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by National Steel Corporation, with chemical composition and mechanical properties of structural members. 2. Mill Certffled Test Report issued by Bethlehem Steel Corporation, with chemical composition and mechanical properties of cold formed panel, dated 07109/98. 3. Tensile Test Report No. HETI-97-T64, prepared by Hurricane Engineering & Testing, Inc., dated 12/29197, signed and seated by Hector M. Medina, P. E 4. Tensile Test Report No. HETI-97-T65, prepared by Hurricane Engineering & Testing, Inc., dated 12129197, signed and sealed by Hector M. Medina, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01-0430.04 A. DRAWINGS 1. None. lmy A. Makar, P.E., M.S. Product Control unit Supervisor ACOA No. 12-0716.03 Expiration Date: 08/24/2017 Approval Date: 04/25/2013 E-1 Arrow Shed, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None, C. CALCULATIONS 1, None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0401.03 A. DRAWINGS See NOA 01-0430.04 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 UNDER PREVIOUS APPROVAL #06-0505.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. ,r z /, j0ffiuy A. Makar, P.E., M.S. Product Control unit Supervisor NOA No. 12-0716.03 Expiration Date: 08/24/2017 Approval Date: 04/25/2013 E-2 Arrow Shed, LLC NOTICE OF ACCEPTANCE: _ _EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #f 07-0214.15 A. DRAWINGS 1. Draiving No. Sl, S2 and S3, titled "6'x 5, 8'x 6, 8'x 8'& 10' x 8' Utility Sheds", sheets Sl through S3, dated 08/01/2007, prepared by McGinnis & Associates Consulting Engineers, Inc., signed and sealed by Daniel W. McGinnis, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test of "Utility Shed", prepared by .Hurricane Engineering & Testing, Inc., Report No. HETI-06-4073, dated 12/27/06, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test report on Cyclic Wind Pressure Test of "Utility Shed", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-064074, dated 12/27/06, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test report on Uniform Static Air Pressure Test of "Utility Shed", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-06-4075A, dated 12/27/06, signed and sealed by Rafael E. Droz-Seda, P.E. 4 Test report on Cyclic Wind Pressure Test of "Utility Shed", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-06-4075B, dated 12/27/06, signed and sealed by Rgfael E. Droz-Seda, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test report of "Utility Shed", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-07-T601, dated 01/17/07, signed and sealed by Rafael E. Droz-Seda, P.E. Z. Tensile Test report of "Utility Shed". prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-07-T602, dated 01/17/07, signed and sealed by Rafael R Droz-Seda, P. E. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. Sl, S2 and S3, titled "6'x 5'. 8' x 6, 8'x 8'& 10' x 8' Utility Sheds'; sheets SI through S3, dated 06/12/2012, prepared by McGinnis & Associates Consulting Engineers, Inc., signed and sealed by Daniel W. McGinnis, P.E., on 04/08/2013. iy A. Makar, P.E., M.S. Product Control unit Supervisor NOA No. 12-0716.03 Expiration Date: 08/24/2017 Approval Date: 04/25/2013 E-3 Arrow Shed, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. Calculation of " 6'x SUtility Buildings" and anchor calculations dated 06112112, pages 1 to 34 of 34, prepared by Daniel W. McGinnis, P.E., signed and sealed by Daniel W. McGinnis, P.E., on 06/28/12. 2. Calculation of " 8'x 6' " Utility Buildings" and anchor calculations dated 06112112, pages I to 34 of 34, prepared by Daniel W. McGinnis, P.E., signed and sealed by Daniel W. McGinnis, P.E., on 06128112. 3. Calculation of " 8'x 8' " Utility Buildings" and anchor calculations dated 06112112, pages 1 to 34 of 34, prepared by Daniel W. McGinnis, P.E., signed and sealed by Daniel W. McGinnis, P.E., on 06/28/12. 4. Calculation of " 10' x 8' " Utility Buildings" and anchor calculations dated 06112112, pages I to 34 of 34, prepared by Daniel W. McGinnis, P.E., signed and sealed by Daniel W. McGinnis, P.E., on 06128112. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. Heinfy A. Makar, P.E., M.S. Product Control unit Supervisor NOA No. 12-0716.03 Expiration Date: 08/24/2017 Approval Date: 04/25/2013 E-4 �i FtIIedri OWN, 16 7U A A : IN), :Nil 1 �TfZaIiT1 -X��� n — n n [cs n FOUON PSN mm DESIGN CRITERW THE DESIGN SHOWN ON THESE DRAWINGS MEET THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. DEAD LOAD: AS CALCULATED PER MEMBER LIVE LOAD: 16 PSF WIND LOADS: ULTIMATE WIND SPEED: 16b MPH EXPOSURE CATEGORY: C NOTE: PER SECTION 1609.1.2 STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDITORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2010 FLORIDA BUILDING CODE MATERIAL SPECIFICATIONS: PANELS: ASTM A625-76, FY -50 KSI CHANNELS & OTHER MEMBERS: ASTM A527-80, F =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 0 A DEPTH OF V-0" PRODUCTRBVISBD as conNlying with the Stmtde Building Code "17 i an CpN� i�acu evr• mlrbmwI I I 0 v N.T.S. 70x1/2' SI 18) EA PN 2'-3 9 19/3Y 8" RET 1 1/4' I foo - I I L11PANEL THq J .018' I 28 3/4' ROOF PANEL WALL OR RDOF PANELS f8 PERP EL) L 1 7//8" X 1 1/4' x OA28' 2 ROWS VO x 7/18" MACHINE WALL PANELS SCREWS •® 8'aa WALL OR RDOF CHANNELS CUT 061DE FLANGE AT CORNER 'Arm SCREW WALL CHANNEL CORNER CONNECTION TYPICAL WALL PANEL t x4 x .023° NOTE: PANEL WIDTH VMES SECTION (Z SECTION B SECTION F N.TS. $2 N.T.S. $2 N.T.S. S2 DOOR SKIN 0.018' 4x1'xO.028' CHANNEL WALL PANEL 0.030' Z 4'x1 1/2 x0.080" CHANNEL C 2"x7'x0.023' 2'x1'x0.023' CHANNEL 7;10 SCREWS NUT RAF BEAMS S2 CHANNEL 0023' JAMB (8) PFR PANEL FLOOR FRAME (0.028) ASS FOLLM SPACER �63 10x1/2' BOLT VER70E ANGLE HINGE DOOR PIN 0.030' ZEE TO GALE PANEL RETURN TYP. 2 PLACES jS3) HINGES (2 TOTAL} M 2" THICK DOOR ¢40�MAC� NE SCREWS w/ (8) $/18'0 FLAT HD. CHINE SCREWS & NUIS FLOOR FRAME (0.0287 L7/8x1 1/8'x0.028' GABLE .018' THICK �- a�3THICKCK SECTION 3/8'0 ANCHOR BOLTS #10 x 1/s' SCREW RT.S S2 ' (SEE FMD. PIAN do))C710NS Lt 7/8x1 1/410.0211" ANGLE 2x1 3/8'x0.080 AI.R719iP1EA01E ANCHORI WALL ANGLE 3/8'0 an CONCRETE ANCHORS NE& T10N s2 SECTION SECTION ,I RTS. S2 MT. S2 PANEL WIDTH VARIES l TYPICAL PANEL FASTENER ELEVATION X8'0 x 8' ANCHOR BOLTS O 24 oc. SDE & BACK WADS. & O t2'aa MNL. O FRONT WALL. ALTERNATE ANCHOR: HILTI KWIC BOLT B 3/8'4x8' CONCRETE ANCHOR O 24 -cm. A 2 1 CEEILBEDMENT. METRO DADE COUNTY --'O WWM FIN. GR -1 / ALT: -'OBARS O 18'o c. EA WAY L- #4 CONE. TOP & BOT. SECTION G N.T.S. S2 ROOF BEAMS #10 MACHINE SCREWS BOLT Van= ANGLE I TO GAITLE PANEL RETURN PRODUCTRBVISBD es COJnplyJng with the PJoddn L1'xlxO.028' BRACE Building Codo AcccpAnnceNol2-o7 03 O ROOF BENAS ONLY cr/#t0 MACHINE SCREWS & NUtS ton DW J fJ i SECTION N.T.S. \$2,/ McGINNIS & ASSOCIATES �� Co1suL= . w - r J 1170 YLESILARK ORALE ' ST. LOWS. Mmsm1R1 83131 314-489-6480 12909 I- Ioux I enmo6 sxa mie awe SECTIONS & DETAILS NONE DVJM 8'x5', 8'x8', 8'x8' & 10'x8' we UTRMY SHEDS 8!12/12 Airow 5iied, LLC Breese, N. 4th St [1 n Bres>re^IL s223o J L 4"x1 1/2" CHANNEL S3 2"xt" CHANNEL 2"x1" CHANNEL (DOOR JAMB) 1"x2.701 21.053"x0.030" 0.023" THICK 0.023" THICK DOOR JAMB TRIM #10x1/2' SCREWSOx112 SCREWS N TYP. NEAR SIDE & 5) 0 SIDES AND � FAR SIDE 4 ®TOP &807. �4 COPE wE8 x O.OW w�(4j/#10 LONG 0.016" DOOR SKIN lOx1/2" SCREWS Lt 1 /2"x2 1/8"x0.60" 0.016" DOOR SKIN (5) EA. SIDE 0 LEFT DOOR 2'x1" CHANNEL L1 1/8"x2 xO.30" 0.023" THICK ® RIGHT DOOR #10 SCREW FLOOR FRAME (.028") DETAIL i SECTION rKSECTION L SECTION M N.T.S. N.T.S. S3 N.T.S. S3 N.T.S. S3 FLOOR FRAME (0.028' 1/2" CHANNEL (DOOR JAMB) Ll w/(41/4S #10 xSCREWS LONG x 0.034" �-1 x2.701"x1.053'x0.030" WALL PANEL DOOR JAMB TRIM SECTION N #10 SCREW N.T.S. 1/2" CHANNEL (DOOR JAMB) 1 "x2.701 "x1.053"xD.030" DOOR JAMB TRIM #10 SCREW L1 1 4"x3"x1 1/2" LONG x 0.034' w/(4{ J10 SCREWS 0.030" ZEE FLOOR FRAME (.028") SECTION P N.T.S. S3 -J L 0.030" ZEE ZEE DOOR TRIM NOT SHOWN FOR CLARITY SECTION � R N.T.S. S3 ZEE DOOR TRIM NOT SHOWN FOR 4"xt"x0.028" CHANNEL ,,-2"xt'xG.023" CHANNEL X10 SCREW SECTION Q N.T.S. S3 NOTCH FOR DOOR JAMB PPRODua sa the me" COPE WEB AS REQUIRED 3 ,row Sheaf, LLC CvgiU onlYdao 017 4"x1 1/2" x 0.60" CHANNEL�� TMa e►►► <, ` 314—M—"6 12909 18152""0 lb m fff .IMe SECTIONS & DETAILS NONE 45 McGINNIS & ASSDaumOCIATES UTILITY SHEDS c=Llm1110 ,row Sheaf, LLC WEMMARK CSE St 41622 Sr. UM, {65SM 63131 e►►► <, ` 314—M—"6 12909 6'x5', 8'x6', 8'x8' & 10'x8' DWM UTILITY SHEDS 61 2112 ,row Sheaf, LLC St 41622 a %N. sese, IL 62230 S3- 18152""0