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RC-07-1949Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/21/2008 Inspector: Grande, Claudio Owner: O'CONNOR, JOY Job Address: 746 95 Street N Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed C�- Block: Phone Number Parcel Number 1132060141900 Lot: Building Department Comments SHED WITH EXISTING SLAB "I 11/ Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, April 17, 2008 Page 2of2 BUILDING PERMIT AP FBC 2004 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0°1t2410-7 LICATION `S ©& Master Permit No. imomyr-gL,- RI CEP 14 2001 BY:N'e.m.......o.. Permit No. '�C.O1 ". lcgq Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) °�ie10.-..S af,3411be.—. Phone # 305--- "159 ' 6 ( 3 6 Owner's Address (P e,t, C( 5"`1-k- City M 1 6 -reA State Tenant/Lessee Name Zip -53 3S Phone # Job Address (where the work is being done) City Miami Shcres Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip 3'S 1 Contractor's Company Name OW (1Q 12- • Phone # Contractor's Address City Qualifier Name State Zip Phone # State Certificate or Registration No. Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # Value of Work For this Permit $ 1 ODD Type of Work: ['Addition ['Alteration Describe Work: s-rn�z Square / Linear Footage Of Work: Is/3 1 ['New ❑ Repair/Replace ❑ Demolition 11\ - ercl,s 41 5( IO * * * ** * * * *** * * * ** r ** * * * * * ** * * *** ******* Fees * * * * * *: * * * * * * * ** * * * * * * * * *** * * * * * * * * *** *** Submittal Fee $ Permit Fee $ /0 0 C— e CCF $ (94 ®0 CO /CC Notary $ 5' (X) Training/Education Fee $ 0. qq LO Technology Fee $ 251 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ I 1 See Reverse 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 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 Signature Contractor The foregoing instrument was JO was acknowledged before me this 4 The foregoing instrument was acknowledged before me this day of 3 , 20 V fi, by neJ 0'Ccr j'i, day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identificatioNnoannddywhoo i�d-S e, , gapA as identification and who did take an oath. NOTARY r B C: Mabel Vargas NOTARY PUBLIC: ;:: =Commission #DD679170 :.., i Expires: JULY 13, 2011 TLANTIC BONDING CO., Sign: Print: My Co . fission Expires: APPLICATION APPROVED BY: Sign: Print: My Commission Expires: )-Vri (Revised 02/08/06) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: S vC_D ytr1o\r- DATE: G'L ' 1 `-1 '47 ADDRESS: % L((40 ,(-9 r-(S .1 Sr£ 1 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 Initial 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 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 l' 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 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 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. 'Initi 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. Initi •����C- 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 14 day of Byj U(c) C leonm Who was personally known to me or who has Produced there License or as identification. NOT.A;Y PUBLIC-STATE OF FLORIDA '• Mabel Vargas Commission #DD679170 Expires: JULY 13, 2011 BONDED THU ATLANTIC BONDING CO., INC. AFFIDAVIT STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, 06,u,,,,t , does hereby attest that (property owner) The attached survey, performed by j /,te,z- ,.z; e ( g s (name of surveyor's company) for address: 746 N f5 d'7 ; if4b4pps Fe— A5/36 performed on ®i/- /8° f ( (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affiant sayeth naught. Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this 1-1\' day of SE,PteMber . ( � Affiant is ersonally known to me, produced as identification. -rites- ice+( Notary IVIiami Shores Village Building Department 1F0V50'°N:E 214Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name (y'CcA rnI ... Date BUILDING CRITIQUE SHEET -2 /)(X / `' 7A-tcf 4..0 2- # / t 1-7 7.42e „esi rz qtctill,\ of . caNclvu. 4i q(z4(oi - Cowl . Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 %A .•,: . r . ..n t : 5. f.4 'fIk17:1104' Tboast:::. LOCATION S .:ETC SCALE: N T S 1Z %» -ls ' r-•• =t-t 1 x ' . vinegaittw J < 303 fly HiNM 440btN LAN{c. 6 NOT VAUD Man 13143 =1.1110 WITH SURVEYOR'S SEAL • LESENO • FIP-- Found Iron Pipe &ROST 1/e RN s DAPLB47aa P N/o °bound Nall '& Dice 8.10CP= SET AERMANENT CONTROL POINT L84788 qt= CENTERME. P/l PROPERTY LINE, O/L= ON LINE MR= MANHOLE, WM= WATER METER, PP= POWER POLE Fa= PERM CORl1M Rm RECORD. M. MEASURED CHAIN OR WIRE FENCE= WOOD FENCE- • r ----+r a...:.... MASONRY WALL.. NOTES: UNLESS OTHERWISE SHOWN. THE FOLLOWING NOTES APPLY. 1) Record and measured calls are In substantial agreement, 2) Bearings, it shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and the same, if any may not be shown on thls sketch. 4) Underground portions of Footings. Foundations or other improvements were not Iocated. b}) Elevations are based on National Geodetic Datum. 8•} Fence Ties are to the Centerihte Of the fence, 7) Waal. Ties to the T8� of the Wall. 8 b ttia Ratt"SECPyf Ate TO ANA 'Mat SP C P73 _ RuiS .. ,. Elevations based on CBM El ev • NOV Datum. Locator Index # Certified tor James Shores, Florida 33138. Insurance Fund, Inc., :S successors and /or • LEGAL DESCRIPTI%Y : IFUrniSbadEifel tianf:; LEGAL DESCRIPTION: LOT Lod. J• *mad the East OF Mss SHORES SECTION. Ate 3 ••:• nor, 746 N.E. Kelley, P.A., outet•F2afida, • • • • 4 oli •bob •8 .BLOC SUB! ACCORDING TO THE PLAT THErEOtAl RECORDEIJIN PLAT BOOt»y! 0 AT Pr OF THE PUBLIC RECORDS OFDIADE • COVIMPL.QRIDA. BOUNDARY SURVEY . • • I HEREBY CERTIFY That the Surrey .epeasentee beeeon me t me ttammum Iaahrucat,epueementa adopted DY pre ST Are OF FLORIDA Baa,d os Land Sur.ayen. put$I ant to Seohen 472,027 Fla ea Stamm Thera are no encroachments, enedaps. 9u,menta anornat a on the Oar a mom easements ogler than as sham, hereon ....eft I t_1 4ARIS M. KRAJNTK • • • BCANGO, D'ANIAL & A ••! MIAM COUNTY • BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION ; • NOTICE OF ACCEPT Arrow Group Industries, Inc.. 1101 N. 4th Sit Breese, 1L 62230 • • ••• • • •••• • ••••• • • • • • • • • • • ••• • • • • • ••• • • ••••••• 120MEWERT SEP 2 4 2007. ji, BY_ ••• • • • • • • • • it 7-I MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.ndamidade.s ov 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 MiamiDade County Product Control Division (In Miami Dade County) and/or the AM (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 AIHJ 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 fans 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 Sheds", sheets S 1 through S3, dated 08/01/2007, prepared 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: " 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 Mami Dade County, Florida, and followed by the expiration date may be displayed in adverldsing 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 # 06-0505.07 and consists oft is page 1, evidence submitted pages E -1, E-2 & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Hel;ny A. Makar, P.E. M.S. fj NOA No. 07. 0214.15 /7• �- Expiration Date: 0812412012 IAA /2oo7 Approval Date: 09/13/2007 Page 1 .• . • • • • • .. • • • • • • • • • • • • • Arrow Group Indust rie4 Inc: .:.::: ... • NOTICE QF ACCEITANCE: EYMENCE SUBMITTED .... . . . • 1. EVIDENCE S1JYTEI R P4 \OUS APPROVAL # 98-0113.03 A. DRAWINGS 1. Drawing No. Sly, 452 & S3 total 3s heets prepared by R. T. Wharton, P.E, titled " 6' x 5', 8' x 6', 8'x 8': sid 1p'ac d' tldit3' 9 yeds ", dated December 12, 1997, last revision #1 datedJulyi1.; er 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, 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. HETI -97 -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. HETI- 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. HE7I -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', & 10' x 8' Utility Buildings" and anchor calculations dated 12/26/97, pages 1 to 39 of 39, 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. Mill 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 12129/97, signed and sealed by Hector M. Medina, P.E. 4. Tensile Test Report No. HE77- 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. , / J / ,/j fa'(/,r/ -- 11elmy/� A. Makar, P.E., M.S. Product Control Examiner NOA No. 07. 021415 Expiration Data 08/24!2012 Approval Date: 091132007 E -1 • • ... • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • Arrow Group Industrie& • • • • ••• • Ind .: • : : : : • • :• • B. TESTS 1. None. NOTICE QF ACCEETANCE: FENCE SUBMITTED ... •• • • •. • • • • • • . • • • •. • • ▪ • • • • • •• ••• • • • • 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 006- 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. E -2 elmy A. Maker, P.E., M.S. Product Control Examiner NOA No. 07- 0214.15 Expiration Date: 08124/2012 Approval Date: 09/13/2007 Arrow Group Industries, Inc. NOTIICE agfACC PK : ZVI:ENCE SUBMITTED .. • • • ... 5. NEW EVIDENCE SUB TITD.. ... .. A. DRAWINGS • ... . . . • .. 1. Drawing No. 513 s ai�ul•S3, a i1 ed. "6' x S', 8' x 6', 8' x 8' & 10' x 8' Utility Sheds", sheets 51 through 53, dated 0/01hb07, prepared by McGinnis & Associates Consulting Engineers, Inc., signed and sealed by Daniel W. McGinnis, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 2. None. E -3 >� ,tA& - A. Makar, P.E., M,S. Product Control Examiner NOA No. 07-0214.15 Expiration Date: 08/2412012 Approval Date: 09/13/2007 SDE ELEVATION 8' x 8' RIIILDING ass REAR ELEVATION alt FOUNDATION PLAN am au SIDE ID FVATION J a11 it 8' BUILDIG MIM MI REAR ELEVATION aas FOUNDATION PLAN an an Qd tOF PLAN x 8' BUILDING .REAB_EI1M08 *tam -am m DESIGN CRITERIA: THE DESIGN SHOWN ON THESE DRAWINGS MEET THE REOUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GRAVITY LOADS: DEAD LOAD: AS CALCULATED PER MEMBER LIVE LOAD: 15 PSF WD LOADS: BASIC WIND SPEED: 75 MPH •••• WIND LOAD IMPORTANCE FACTOR: 1• • 1.0 • • WIND EXPOSURE: C NOTE: PER SECTION 1809.1.4 STORAGE SHEDS 419T6AIE ZIDT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR • • • • • • AREA OF 720 S.F. OR LESS ARE NOT REQUIRED 10.00I1LY WITH THIL • • • MANDATORY WINDBDRNE DEBRIS IMPACT STAN DC I • 2004 FLORIDA BUILDING CODE. • • •••• •••• MATERIAL SPECIFICATIONS: • • PANELS: ASTM A825 -78. Fye50 KSI • • • • CHANNELS & OTHER MEMBERS: ASTM A527 -80. Fy•55 KSI • • BOLTS & SCREWS: ASTM A1018, Fy=30 KSI • • • • ASTM A307, Fy= ASTM A615 -40. GRA t: ANCHOR BOLTS: RERNFORING STEEL: WIRE MESH: CONCRETE: ASSUMED ALLOWABLE acne Baas m a FRONT ELEVATIOX 2E ELEVATION =L EM w as 1 ' x 8' BUILDING •• ASTM A -185 • i •••• 2.500 PSI COMPRESSIVE STRENGTH 0 28 NAYS • • • •••• SOIL BEARING PRESSURE .1,110B Pt 0 A Dra OF ,1' -0 •. • • • • • •• •••• • •••• • ritonerntvissg BaGIMAC•de _ 2 • • • • • • • • • • • • • • • Due w•w 1000 •l6 PLANS & ELEVATIONS McGINNIS & ASSOCIATES COUSULION0 MMES. MG 1110 a>wt•: was SL LOIeS, I630180 81111 su--am 12909 mum 6'xS', B'x6', B'x8' & 10'x8' UTILITY SHEDS ARROW GROUP INDUSTRIES 1101 N. 4TH SIHI:tl BREESE. IL 62230 (818) 528 -4548 R HMI NONE am en . JMH mm 8/1/08 mom S1 • E.023' CHANNEL N.T.S. AIM VW INA mil 2x1 CHANNEL 0.023 THICK 28 3/4' TYPICAL WALL PANEL NOTE: PANEL WIDTH WARES DOOR SON 0.018' 0.030' 2 1'x0.023' CHAWNEL HINGE 1YP. 2 PLACES 2' -3 t/8 d DOOR ELEVATION MTS. 10x1 2' PASCREWS 18) NEL 10x7 16/'N pMACHINE (2) EA.'PANEI. ,oxt' & OF PANS. PANEL WIDTH WAREES J. TYPICAL PANEL FASTENER_ ELEVATION WALL OR ROOF PANELS L 1y x 1 1/4• 2 ROWS #10 it 7/18' MACHINE SCREWS • 8'o.e. WALL OR ROOF 00*005 S 1 t4'a .023' SECTION N.T.S. ear 1/250.080° CHANNEL 0.023' JAMB // (8 8)) 218'0 FAT NUTS SECTION N.T.S. FN. OR. SECTION N.T.S. E0 SCREYS {Z�) / PER PANEL (8) �10x1/Y SECTION N.T.S. 318'0 z B' ANCHOR 801.1S 0 24'4.4. AT SIDE & BACK WALLS. & 0 I2 o.c. MAIL 0 FRONT WALL ALTIGINIAN ANCHOR: W.11 KWIK BOLT 11 3/ CONCRETE ANCHOR 0 24'o.m w/2 1/2 ENT. METRO DADE =Kr( 848 -10/10 15RA ALT. - /3 EMRS 0 t8'o.a. EA. WAY • /4 9001. TOP & BOT. SECTION N.T.S. WALL PANEI. CUT AT CORNER #1MACHRNE SCREW WALL CHANNEL CORNER CONNECTION • SECTION • NTB. • • • •s • •••• • ••• NUT ROOF BEAM FLOOR FRAM (0.028') • SPAC01 3� 000002 SOUS Re RAN & MOMS M REOUIREMEMS) 33 �HI�.10 C00 i=REIE�. ANCHORS SECTION L7 /110 MACHINE 8'4T1 1���02r • •••• /10 x 1/2' SCREW LI 7/6x1 1/4' *028' WALL ANGLE • • • • • SECTION N.T.S. /10 MACHINE SCREWS BOLT VESICLE ANGLE TO CABLE PANEL RETURN 0 ROOF BEAMS ONLY �! � OBCC1 Aox N y7 -2 L1'41'40.028' BRACE /S n •/f10 MACHINE 900555 & HUNS Bvirat Em • •• • • • •••• • • •@t•• • • • ••N•• • • • ••• •• TOi LE•P*NEL RETURN••. • • • •••• ••• • • •••• ••• •• GABLE .01; THICK N.T.S. • • ooe *to •0 VIST Ulf McGINNIS & ASSOCIATES COWL= DRUMM W. 1110 MUM DOE W. MIS. MOM 83131 314 -4w -6460 12909 SECTIONS & DETAILS MOM 6'x5'. 8'x8', B'xB' & 10'x8' UTIUTY SHEDS ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE, IL 62230 (618) 526 -4546 sea NONE OEM ft _JA4H 8/1/06 =Not S2 2 "x1° CHANNEL 0.023° THICK DETAIL N.T.S. q#a1�Ox1 /2" SCREW 1YP. NEAR SIDE & FAR SIDE FLOOR FRAME (0.0281 2 °x1" CHANNEL 2'x1" CHANNEL 0.023" THICK 0.023° THICK 0.018° DOOR SKIN 1 4'x1 1/2" CHANNEL (DOOR JAMB) w /(4) 0 S EWS LONG x 0.034" 10x1 /2° SCREWS 5) • SIDES AND 4) • TOP & ROT. (I 1/2" SCREWS (5) EA. SIDE L1 1/2"x2 1/8 "x0.60° O IM DOOR 11 1/8"x2x0.30° O RIGHT DOOR SECTION n SECTION N TS. S3 N.TS. SECTION N.T.S. 1"x2.701 °x1.053"x0.030" DOOR JAMB TRIM 4'x1 1/2" CHANNEL (DOOR JAMB) 1 "x2.701 "x1.053 °x0.030" DOOR JAMB TRIM 4x1 1/2° CHANNEL (DOOR JAMB) 11 v I� COPE WE8 0.016" DOOR SKIN yam` QS3 #10 SCREW CTI N 1 °4.701 °x1.053 "x0.030° DOOR JAMB TRIM L1 1/4 °x3 "x1 1/2" LONG x 0.034° w /(4) 110 SCREWS •••• • • • • •••• a • N.T.S. •••••• .00R MIME `Dan x • • • • • • •••• • —T • • • • • •••• •• • • • • • • • • •••• • •• 4"x1"x0.028° CHANNEL ••••• 2 "x1 °x0.023" CHANNE` • • • • • • /10 SCREW • • •••• •:••• �•• • • • • • • • • aamawld�eW • • x • • NOTCH FOR DOOR JAMB" • w.o • oZ/ IS • COPE WEB AS REQUIRED@ 7.r�� %�+r -IS- iZ a IV 110 SCREW 11 w /(4/ #10 zt 1 " LONG x 0.034° 0.030" ZEE FLOOR FRAME (.0287 SECTION N.T.S. ZEE DOOR TRIM NOT SHOWN FOR C 4'x1 1/2° x 0.60° CHANNEL i H�a OW HIM SECTIONS & DETAILS McGINNIS & ASSOCIATES CONSULT= Man MO NSW& WM a tans. Vas 63131 314- 489-60:0 12909 NUM 6'x5'. 8'x8', B'x8' & 10'x8' UTILITY SHEDS ARROW GROUP INDUSTRIES 1101 N. 4114 STREET BREESE, IL 62230 (618) 526 -4546 • 1HNa NONE OM MI JMH om, B /1/06 amt S3