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RC-19-1700Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 I i � IUV:D� I �,�il issue Date: 09/11/2019 Location Address Parcel Number 11028 NW 2ND AVE, Miami Shores, FL 33168 1121360020260 Contacts Permit NO.: RC-07-194 700 Permit Type: Building (Residential) Work Classification: Shed Permit Status: Approved Expiration: 03/09/2020 CORY A BROWN Owner TUFF SHED INC Contractor 11028 NW 2 AVE, MIAMI SHORES, FL 33168 TOM SAUREY Other: 9132691610 1777 S HARRISON ST 600, DENVER, CO 80210 Description: 8x8 DBPR STATE APROVED MODULAR SHED, ON Valuation: $ 2,800.00 Inspection Requests: 1§05-762-4949 SOIL (NO ELECTRIC) Total Sq Feet: 64.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Planning and Zoning Review Fee $35.00 Residential Application Fee $200.00 Scanning Fee $9.00 Technology Fee $2.50 Total: $302.90 Payments Date Paid Amt Paid Total Fees $302.90 Credit Card 07/24/2019 $50.00 Credit Card 09/11/2019 $252.90 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foreg ' g�information accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I aut ri th med co ractor to do the work stated. Authorized Signature: Owner / Applicant / C rt a gent V Date September 11, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑X BUILDING ❑ ELECTRIC ❑ ROOFING UIED 19 BC 20 Master Permit No. u 0 -.1 I -moo Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip• _':115 1(P Folio/Parcel#:-I'�CD—�7''�—��LQC� Is the Building Historically Designated: Yes NO �d Occupancy Type: Load: Construction Type: JFlood Zone: BFE: FFE: 00 OWNER: Name (Fee Simple Titleholder):OF ! �OW Phone#: es ��� .� _ 9zCC Address: 110aa NW A AV'E City: ffiAgw SH©Rl�-rs Tenant/Lessee Name: Email: State: FIL, Zip e#: CONTRACTOR: Company Name: Tuff Shed, Inc. Phone#: Address: 1919 NW 19th Street Suite 301 T31b CIS" •(407) 985-2990- fag City: Ft. Lauderdale State: FL Zip: Qualifier Name: Tom Saurey Phone#: State Certification or Registration #: CBC1253645 Certificate of Competency #: DESIGNER: Architect/Engineer: Richard Wills #76835 Phone#: (303) 753-8833 33311 Address: 1777 S. Harrison St. Ste 600 City: Denver State: CO Zip: 80210 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition' , Description of Work: :4 8 DER �� 1tT� �PPltyy�® 1"'tD�(d/ s �K�(�_* Sb 1 V Specify color of color thru tile: Submittal Fee $ t Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Z (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. Ir}+the absence of such posted notice, the inspection will not be awed and a reinspection fee will be charged. I , r Signatu ER or AGENT The foregoing inXaAent�was tacknowledged before me this day of 20by W6 y f2 RD(,l)N , who is personally known to me or who has produced — pN jll 9/ as identification and who did take an oath. Signatu The foregoing instrument wis-cknowledged before me this —ZnCL day of May 20 2018 , by Tom Saurey , who is personally known to me idewtifkobiem and who did take an oath. NOTARY P1 _ NOTARY PUBLIC: \ cti-�t Sign: `r �j ,� Sign: Print: F b 7 �W-ro 9-AT % V J Print: St ha utter ROYANTO BASUKI STEPHANIE BUTLER Seal: NOTARY PUBLIC Seal: NOTARY PUBLIC STATE OF FLORIOA STATE OF COLORADO I'Volt- Cw,* G�229610 NOTARY ID 20024017819 7 APPROVED BY _q I Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Property Information Folio: 11-2136-002-0260 Property Address: 11028NW2AVE =Miami Shores, FL 33168-4304 Owner jCORY A BROWN Mailing Address =11028 NW 2ND AVE MIAMI SHORES, FL 33168-4304 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ 0101 RESIDENTIAL - SINGLE Primary Land Use IFAMILY:1 UNIT Beds / Baths ! Half 13 / 1 / 0 Floors 1 Living Units Actual Area 11,346 Sq.Ft Living Area __....._.._..._._...___._._....._m.a_..._._.___. _..... 11,104 Sq.Ft _ ......__. Adjusted Area ..._.___..__�...... _._�_. 11,265 Sq.Ft Lot Size ;8,211.25 Sq.Ft Year Built _ i 45 !Assessment Information Year 2019 __7018i 2017 Land Value $185 9031 $176,70e _ $176,706 $96,848 T$98,316 I Building Value $97,5821 XF Value $19,8291 $19,829 $19,829 Market Value Assessed Value- [ � $302,580 $29-4-1-17-e $294,851 I $302,5801 $294,117i $293,349 I Benefits Information Benefit :Type 20191 2018' 2017 Non -Homestead Cap Assessment Reductio— n ®w_ $1,502 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORELAND HGTS PB 43-85 LOT 23 LOT SIZE 65.690 X 125 OR 14073-1781 0489 1 COC 21631-0166 08 2003 4 Generated On : 7/10/2019 Taxable Value Information i 20191 20181 2017 County Exemption Value $0 $0$0 Taxable Value 3 ��93 9 $302,580, $294,117, $293,349 School Board Exemption Value j $01 $0 mm $p Taxable Value $302,5801 $294,11it S294,851 City Exemption Value � $0 $0 $0 ��$293,349 Taxable Value $302,580� $294,117 i� Regional Exemption Value p _ $0,�_. $0 $0 Taxable Value $302 580� $294,117� $293,349 Sales Information _ ____7 1 OR Previous Sale I Price" Book- 3 Qualification Description Page I 05/22/2015 $375,000 29707 gQual b exam of deed 1053 ? y E gam__. 06/19/2013 9 $215'500 28702 ' Qual by exam of deed 4573 _ .. 05/17/2013 3$160,000 28659 Qua[ by exam of deed _} 12336 21631 Sales which are disqualified as a result of 1 0166 ¢examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: MIAMI-QADE Regulatory and Economic Resources Q� 11805 SW 261h Street Miami, Florida 33175-2474 786 315-2000 m iamidade.aovleconomv ATTESTATION FOR UTILITY SHEDS AND STORAGE STRUCTURES SINGLE FAMILY RESIDENTIAL, DUPLEX AND TOWNHOME) 10B ADDRESS: 11028 NW 2ND AVE, MIAMI SHORES, FL 33168 I am the property owner I have read and understand Section 33-1(112.1) of the Code of Miami Dade County and Section 33-20 I am attesting to the following facts and accept and acknowledge the following terms, conditions and standards: The utility shed or storage structure will be a single story, non -habitable detached building that is accessory to the single family residence, townhouse or duplex, It will be primarily used for storing tools, mechanical equipment, lawn and garden equipment, home accessories, personal belongings and other similar objects in accordance Section 33-1(112.1) of the Code of Miami -Dade County. There will only be one utility shed or storage structure on the property. The square footage of the utility shed or storage structure shall not exceed 20 percent of the square footage of the single family home, duplex or townhouse (primary building) on the property, up to maximum of 400 square feet as required by Section 33-20 (k) of the code of Miami Dade County. If I am proposing a reduction in rear or interior setbacks, I have already obtained approval for an administrative adjustment pursuant to Section 33-36.1 or non-use variance pursuant to Section 33- 304. Notwithstanding the aforementioned, rear and interior side setbacks for utility sheds that do not exceed 100 square feet may be reduced to two (2) feet provided an affidavit is submitted indicating consent from the owner of the property that directly abuts the property boundary where the reduction is requested. b/ I understand that providing false or misleading information in an application for permit is grounds to deny the application or revoke the permit. jell", understand that violating Miami -Dade County Code Section 33-1 (112.1), Section 33-20 (k) or any conditions of the permit will result in one or more of the following actions: revocation of the permit, immediate condemnation of the structure, issuance of a ticket(s) in the amount of $500.00 or more, filing of a lien against my property in the amount of any unpaid ticket fines and accumulated penalties, and or the filing of a civil suit. The above i mation is true and correct, I understand the conditions, under which my application is being X acceptedJZU / Property Owe ignatur Date Property Owner (Print Name) STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this _ day of by Signature of Notary Public Cu- Print Name �17 l p M1 12 N �11 �ZAR1 / OYA o� NOTARRYY PUBLIC (SEAL) o -STATE OF FLORIDA Personally known y a� or Produced Identification Comm# GG229614 �I �, h�Y L � C, ��HOE t9 e Expires 7/5/2022 Tuff Shed Storage Buildings & Garages TUFF SHED` 1919 NW 19th St, Ste 301 Fort Lauderdale 33311 Date: Invoice #: 1400927 SO For: CORY A BROWN 11028 NW 2ND AVE, MIAMI SHORES, FL 33168 Ph: (305) 793-4388 DESCRIPTION AMOUNT SR-600 (8X8) 2800.00 Please make checks payable to Tuff Shed. Buyer agrees to purchase and pay for the products set forth in this sales order, including those referenced in the above stated warranty. Final payment is due upon delivery of building. THANK YOU FOR YOUR BUSINESS! CustomeitSied'ature SUBTOTAL LABOR 2800.00 TOTAL 2800.00 TUFF SHED Sales Consultant: ROY BASUKI - ASM # 530 RANCH MODEL: SR-600 (8X8) A BUILDER'S HELPER SO #: 1400927 SO Customer Name: CORY A BROWN Ph: (305) 793-4388 INSTALL DATE: SIDE q stDf 5 D SEASTONE OVERHEAD VIEW C Base Paint: Trim Paint: DELICATE WHITE Accent Paint(AP): AP Location: Shingle: OYSTER GRAY DripNent Color: WHITE DRIP EDGE Options (List): 3 X Wall Vent 16"x8" Initials Customer or responsible individual will be at site at time of delivery?............................................................................ YES NO Is site clean and level? (Customer understands a leveling fee will apply if site is more than 4" out of level.) ........................................... YES NO Is there 18" clearance around all 4 sides of the building?............................................................................................... YES NO Is there clear access to the building site?........................................................................................................................ YES NO Is there a 110-volt/20 AMP power outlet within 100'?..................................................................................................... YES NO Customer understands building permits, fees and all related cost of site readiness are customer's responsibility?...... YES NO Customer has been presented the "What to Expect" document?................................................................................... YES NO Customer understands that changes, cancellations or postponement once pre-fab has begun will result in restocking/rescheduling fee?...................................................................................................................... YES NO Isthis a NO FLOOR option?............................................................................................................................................. YES NO Does the Customer plan to insulate this building?.......................................................................................................... YES NO How close to the build site can we park our vehicle?...................................................................................................... ft. Special Instructions: ♦ PLEASE CONFIRM AND CHECK SALES ORDER SHEET FOR UPGRADES CUSTOMER Signature: APPROVAL'/ L 4/I/1`J� L,IL� Date: Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. I t�ri�ta HEALTH Vision: To be the Healthiest State in the Nation August 05, 2019 (TUFF SHED INC) 13025 SW 226 Street Miami, FL 33170 RE: Contingency Letter Application Document No:AP1426428 Centrax Permit Number: 13-SC-1979109 OSTDS Number: 11028 NW 2 Ave Miami, FL 33168 Lot:23 Block: Subdivision: Dear Applicant: Ron DeSantis Governor Scott A. Rivkees, MD State Surgeon General ,Q, 17 de County a t=locld� �� 11Pr°dram This will acknowledge receipt of an application dated 07/31/2019 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. - No objection for construction of a new STORAGE SHED as per your site plan. Reviewed by Frantz Toussaint on 8-5-2019 - NO BEDROOM From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (786) 315-2446. Sincerely, Frantz Toussaint, ENGINEERING SPECIALIST II Florida Department of Health www.FloridaHealth.gov in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACE BOOK: FLDepartmentofHealth PHONE: (305) 623-3500 FAX: (305) 623-3645 1 YOUTUBE: fldoh F (TUFF SHED INC) Page two August 05, 2019 Enclosures cc: Professiblia! Ken Lawson, Secretary February 28, 2019 Tom Saurey Tuff Shed, Inc.. 1777 South Harrison Street, Suite 600 Denver, CO 80210 a RE: Manufacturer Certification, ID MFT-7686; Expiration Date: February 14, 2022 i I .'. F�, 3'}�(ik:ilffpol I�11l�:Ikj i'tGQiiti''I 18'�I?assee i l;�ed:� 32"d:n#•0' 71 Rick Scott, Govemor Dear Tom Saurey It is my pleasure to inform you that Tuff Shed, Inc.., located at 1919 NW 19th Street, Suite 301, • • • Store 530, Ft. Lauderdale, FL 33311, has been approved under the Manufactured Buildings • • • • • • Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage See — Sheds for installation in Florida. • • • • • • Construction or modification on a manufactured building cannot begin until the Third Party *see Agency has approved the plans In accordance with the current Florida Building Code. Your Third' •;' •; Party Agency Is a contractor for the Department and has statutory authority and responsibilities • • • • that must be met to maintain approved status. You may expect and demand quality plans • • • • • • review and inspections. • • o • �. Each Code change will make your plans obsolete until they have been reviewed, approved and • • indicated [on the cover page of the plans) for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation Issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www,flortdhie tic}q,o�y) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436, Please visit our website at www.!tcrr¢ar.iting.!rr to see valuable Information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc:Top Line Engineering, LLC 7/22/2019 0 BCIS Home I Log In I User Registration Hot Topics (jUpr SECRESAR � ..Manufactured (Modular) Buildings t.USER: Public User Florida Building Code Online K. Submit Surcharge Stats & Facts i Publications i Contact Us I BCIS Site Map Links Search Manufactured Modularj Buildings Menu > Plan Search > Plan List > Plan Detail Plan Tracking # Code Version Building Type Municipal Jail Manufacturer Agency Agency Plan # School District Contract Agency Construction Type Fire Protection Fire Suppression System Occupancy Allowable # of Stories Wind Velocity Fire Rating of Exterior Walls Maximum Floor Load Alternate Maximum Floor Load Roof Load 34935 2017 Storage Sheds No Tuff Shed, Inc.. Top Line Engineering, LLC TSR7-812 175 MPH • • •••• •••••• V-B • • • •••••• •• •••••• B • No ••'••• '..•.� ; �.•• Utility -Mist. •.••• 1 •••••• •••• ••••• 175 mph Exposure C .••.•• ••:• ••.••• • 0 hrs • • • • • • • • • • Area Live - psf Dead - p9f • • • 0000 • • 55 55 10 • • • ' • 30 10 •. •' "R" Rating of Floor, Wall, and Roof 0,0,0 Modules per Building 1 Square Footage 96 Sq. Ft. Approved for Hurricane Protection Usage No Designed for use as a Hurricane Public Shelter No Comments Residential Lawn Storage Shed HVHZ APPROVED. New Construction for submittal please. W.E. Neary, III. SMP- 51. Plans Examiner Thank you! Original Plan Tracking # Date of Agency Approval 03/13/2019 Date Submitted 03/13/2019 Date Accepted 03/13/2019 Status Accepted Date Attached File 03/13/2019 PlanID 34935 TSR7-812 175 MPH COVER LETTER-hee5bccf.Ddf 03/13/2019 PlanID 34935 TSR7-812 175 MPH-1160fac4.D�lf Cancel Plan Reviews Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. rMy. ight 2007-2013 State of Florida.:: Privacy 514LcmgA :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Manufactured (Modular) Buildings Accepts: MM NJ in _h-- E2 https://www.floridabuilding.org/mb/mb_pub_plan_dti.aspx?param=OgQwMGULGpxC4anBAKJHEBK6HCVwZmv37H%2bbwGig4TVybzEIW F8krz7bM7... 1 /2 1Al March 13, 2019 TOP LINE ENGINEERING, LLC TRUCTURAL ENGINEERS Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Tuff Sheds, Inc. Plan # TSR7-812 175 MPH Dear Mr. Campbell, Per the requirements of the Florida Department of Business jnTerofe$siorlal Regulations, the above referenced plans have been reviewed for Cpli omance WOOM: .. . • • • 2017 Florida Building Code, 6th Edition '' 2014 National Electrical Code (NFPA-70) These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file with Topline Engineering, LLC. All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Thank you. Respectfully, William E. Neary, III Business Partner Topline Engineering, LLC BILL.TLE@yahoo.com 6606V •000*0 10649 Oakview Pointe Terrace • Gotha • FL 34734 • Phone (407) 421-4037 • Projects.TLE@yahoo.com FL Certificate of Authorization 31785 EFRING ONT CINFF0.i LLC William E. Neary, Ill SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 SHEETINDEX SHEET 1 - GENERAL DESIGN REQUIREMENTS SHEET 2 - FLOOR DESIGN SHEET 3 - WALL DESIGN SHEET 4 - ROOF DESIGN GENERALNOTES 1. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY 2. BUILDINGS ARE EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION R101.4.2. 3. BUILDINGS 0 SQ-FT TO 719 SQ-FT ARE EXEMPT FROM WINDBORNE DEBRIS IMPACT STANDARDS 4. BUILDINGS 0 SC -FT TO 399 SQ-FT ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS 5. BUILDINGS 400 SQ-FT OR GREATER ARE REQUIRED TO MEET THE 6'-8" DOOR HEIGHT 6. ALL WINDOWS AND DOORS TO MEET THE MINIMUM LISTED SPECIFICATIONS REQUIRED BY THE FLORIDA BUILDING CODE 7. GUTTERS ARE TO BE SITE INSTALLED PER LOCAL AUTHORITY HAVING JURISDICTION AND PERMITTING 8. FOUNDATION PLANS ARE NOT PART OF THESE PLANS ARE LOCALLY DESIGNED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION 9. NO ELECTRICAL PANEL IN BUILDINGS AS SUCH DATA PLATES AND INSIGNIAS WILL BE FASTENED TO THE INTERIOR OF THE DOOR HEADER ON ALL BUILDINGS. TUFF SHED Drawn BY: PK Date: 2/8/19 Storage Buildings & Garages Scale: SEE DETAILS TUFF SHED, MFG. FACILITIES MANUFACTURED STORAGE SHED FOR SHEDS UP TO 8'X12' FOOTPRINT AND UP TO T WALL HEIGHT ROOF PITCH BETWEEN 2:12 AND 6:12 MIAMI-DADE NOA AND FL PRODUCT APPROVAL WITH HVHZ MIAMI-DADE NOA: 1. PRIMESOURCE BUILDING PRODUCTS RING SHANK NAILS - MIAMI DADE NOA #17-0821.08 OR APPROVED EQUIVALENT. 2. ECO WINDOW SYSTEMS, LLC WINDOWS - MIAMI-DADE NOA #17-1102.22 OR APPROVED EQUIVALENT. 3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS - MIAMI-DADE NOA #16-1129.01 OR APPROVED EQUIVALENT. 4. GAF ROOF UNDERLAYMENT - MIAMI-DADE NOA #18-0119.15 OR APPROVED EQUIVALENT. 5. GAF STARTER STRIP SHINGLE - MIAMI-DADE NOA #15-0922.05 OR APPROVED EQUIVALENT. 6. GAF ASPHALTIC SHINGLES - MIAMI DADE NCA #18-0123.06 AND NOA #16-0811.11 OR APPROVED EQUIVALENT. 7. GAF RIDGE VENT - MIAMI-DADE NOA #18-0619.02 OR APPROVED EQUIVALENT. FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ - 1. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL #FL22202 OR APPROVED EQUIVALENT. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190 OR APPROVED EQUIVALENT. 3. SIMPSON H2.5A HURRICANE TIE - FLORIDA BUILDING APPROVAL #FL10456 OR APPROVED EQUIVALENT. 4. SMART VENT PRODUCTS, INC - FLORIDA BUILDING APPROVAL #FL5822 OR APPROVED EQUIVALENT. 5. GULF COAST SUPPLY & MANUFACTURING, LLC - FLORIDA BUILDING APPROVAL #FL11651.23 OR APPROVED EQUIVALENT. ICC ESR REPORT WITH FLORIDA APPROVAL SUPPLEMENT WITH HVHZ 1. EAGLE METAL TRUSS CONNECTOR PLATES - ICC ESR-1082 FBC SUPPLEMENT TITLE DRAWING NO. TSR7-812 SHEETINDEX NOA & FL APPROVAL REV. LEVEL 00 DESIGN REQUIREMENTS ISHEET 1 PAGE 1 OF 4 DESIGN REQUIREMENTS BUILDING CODE 2017 FBC 6TH EDITION ELECTRICAL CODE 2014 NEC NFPA 70 BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED MANUFACTURER TUFF SHED INC. AGENCY TOPLINE ENGINEERING LLC AGENCY PLAN NUMBER TR57-812 CONSTRUCTION TYPE V-B FIRE PROTECTION B FIRE SUPPRESSION SYSTEM NO OCCUPANCY UTILITY NUMBER OF OCCUPANTS 0 ALLOWABLE # OF STORIES 0 WIND VELOCITY 175 MPH EXPOSURE C FIRE RATING OF EXTERIOR WALLS 0 FLOOR LIVE LOAD 55 PSF FLOOR DEAD LOAD 30 PSF ROOF LIVE LOAD 30 PSF ROOF DEAD LOAD 10 PSF "R" RATING OF FLOOR WALL AND ROOF R-0 R-0 R-0 MODULES PER BUILDING 1 SQUARE FOOTAGE 96FT MAX APPROVED FOR HURRICANE PROTECTION USAGE NO DESIGNED FOR HURRICANE PUBLIC SHELTER NO ENCLOSURE: ENCLOSED RISK CATEGORY: 1 IMPORTANCE FACTOR, I.: 1.00 COMPONENT AND CLADDING: ROOF:-37/+23 PSF (ZONE 1) WIND PRESSURE (PSF) (ASD VALUES)-64/+23 PSF (ZONE 2) (BASED ON 10 SQ FT)-94/+23 PSF (ZONE 3) WALL: -44/+40 PSF (ZONE 4) -54/+40 PSF (ZONE 5) INTERNAL PRESSURE COEFFICIENT: t0.18 •• ••• • • • • •• • • • • • • N•ODIILELPER BUILDING: 1 • •• • • • • ••• • TUFF SHED - FT. LAUDSl ALF, • TH RAWyJGS,*D jiE • TUFF SHED, INC. 1919 NW 19TH STREET DESIGN ARE THE PROPERTY OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT .,,,,,;,e,�y,q,,,d.b,,,,d byawn.Nwo..Pe.onm.mro.nw""any. SUITE 301 DRAWINGS ARE FOR A oprc.; sq n n. FT. LAUDERDALE, FL 13�11 BUILDING TO BE SUPPLIED • RICHARD J. WILLS'P.E. °eNa° ODO O "i OVAnenlae ° °" °een° ••• • • ANIb BUILT RY•feFF SHED. • At* OTHER UPS I- • • RWILLS@TUFFSHED.COM .•.merso Wp... • • • Fd�� E ST BO`rtrU F • •171F7 S. HARRISON STREET • SNED$D IE �N. T;tF :E:'ER. COLORADO 80210 • • RECO • ***1 4303) 753-8833 EXT. 96315 2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN •#•TS.R7•-$•12,175.MPH . . . . . . . . . . . .. .. . • . •• •• ... . . . ... . . 13 I J I1 � II r TREATED 3/4" T&G FLOOR DECKING ATTACHED WITH .113'0 X 2 3/8" HOT DIPPED GALVANIZED RING SHANK NAILS AT 6" O.C. ON THE EDGE AND 12" O.C. IN THE FIELD T P IN ENGINEEIUNG,i LLC � Rll. RAI. F.N ,INFf0.5 William E. Neary, III SMP-51, 5MI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 TREATED 2X6 FLAT SKID, TYP (NOT STRUCTURAL - FOR SHIPPING PURPOSES ONLY) T-0" r 8'-0" MAX (2) TREATED 2X6 BLOCK ABOVE / SKIDS AT EACH END, TYP 1 ATTACH ALL FLOOR TREATED 2X6 BLOCKS LJOISTS TO RIM JOISTS AT 4 CORNERS ATTACHED WITH (3) .113"0 X 3" HOT WITH (6) .113"0 X 3" HOT DIPPED GALVANIZED DIPPED GALVANIZED RING SHANK NAILS RING SHANK NAILS PILE STUD EACH 2'-0" BLOCK MUST BE CORNER INSTALLED WITH (2) ROWS OF 10d NAILS @ 3" O.C. ANGLE BRACKET TO BE SITE INSTALLED WITH TYPICAL ANCHOR WALL ASSEMBLY FLOOR ASSEMBLY WOOD SHED BASE DETAIL BRACKET DETAIL •• ••• • • • • • •• TYP AT 4 CORNERS TUFF 5 ]{ E D Drawn By: PK TITLE Date: 2/8/19 DRAWING NO. TSR7-812 •• • • • • ••• • TUFF SHED - FT. LAUDWALF6 • TAB IR s D E • DES' ARE HE PROPERTYTUFF 1919 NW 19TH STREET OF TUFF SHED, INC. THESE SHED, INC. ENGINEERING DEPARTMENT p RWpWJe. PE.d tlw Nb"M1v+nw p• n n■1 FLOOR FRAMING PLAN SUITE 301 DRAWINGS ARE FOR A Storage Buildings & Garages Scale: SEE DETAILS g g g FLOOR SHEATHING & NAILING TUFF SHED, MFG. FACILITIES REV. LEVEL 00 FT. LAUDERDALE, FL 33311 • • • • • • • BUILDING TO BE SUPPLIED AND BUILT DWOFF SHED. • ANY OTHER USL•IS • RICHARD J. WILLS, P.E. P pea op«auwaow+.p+nowmuaw.a Bp e°"° ei s0e 0tle0b °"' °e .9)UILLS@TUFFSHED.COM SHEET • • • FORAID 6E BOTH TUFF • • S. HARRISONORA STREET t+ N�IIIIIINR' • • • • o ID SHED AID �'E F�NGIRIEE�i5F �DEIGVER, COLORADO 80210 ER • 753-8833 EXT. 96315 PAGE 2 OF 4 • RECO • • • �3a3) 13 MAR 2019 2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-812 1751vIPH ... . . . . ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16" O.C. 1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES WALL FRAMING NAILING - REFERENCE FBC 6TH EDITION (2017) TABLE 2324.1: 1. TOP OR SOLE PLATE TO STUD, END NAIL: (2) 16d NAILS 2. TOP PLATE TO TOP PLATE: 16d NAILS AT 16" OC 3. TOP PLATES, WHEN LAPPED AT CORNERS: (2) 16d NAILS 4. SOLE PLATE TO FLOOR: 16d NAILS AT 16" OC SHEAR WALL NAILING NOTES: 1. FOR 3/8"SMARTSIDE OR 7/16" OSB, USE 0.131"0 X 2 Y2" HOT DIPPED GALVANIZED COMMON NAILS 1.1. NAILING: EDGE - @ 3" O.C. FIELD - @ 6" O.C. 2.2 1 FOR NAIEING�EDGE AND FIELROOFING C AILS (MIN. 0.120"0 X 1Ye" WITH A %e HEAD) 3. NO SINGLE OPENING GREATER THAN 4'-0" 4. a WIDE X 8'-12' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. 12 2 MIN �6 MAX 8'-0" f l WALL A ELEVATION SCALE: 3116' = 1'-0' SCALE: N16' = V• 12 2 MIN fm AX OPTIONAL WALL SHEATHING FORTHIS WALL:j'-No0- To w1c 7116' OSB WALL C ELEVATION WALL B ELEVATION &-TO12-' WALL D ELEVATION scALE: v16• - r-o• scAL Drawn By: PK TITLE TUFF SHED Date: 2/8/19 Storage Buildings & Garages Scale: SEE DETAILS TUFF SHED, MFG. FACILITIES TRIPLE STUD CORNER STUD -IING CORNER STUD DETAIL -A WINDOW MUST BE CENTERED ON THE WALL TYP WALL SHEATHING OPTIONS: 318' SMARTSIDE 318• SMARTSIDE WITH FOIL BACKER 7116' OSB THERMO-PLY BLUE FLOOD VENTS (IF APPLICABLE) JDOW MUST BE VTERED ON THE WALL FLOOD VENTS (IF APPLICABLE) DRAWING NO. TSR7- 812 WALL FRAMING ELEVATIONS REV.LEVEL 00 HEADER DETAILS SHEET 3 VENT DETAILS PAGE 3 OF 4 DOUBLE TOP PLATE CRIPPLES (IF RED.) KING STUD 2x4 WINDOW SILL BASE PLATE FLOOR DECKING OWINDOW FRAMING DETAIL DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADER ING STUD TRIMMER BASE PLATE FLOOR DECKING DOOR FRAMING DETAIL DOOR/WINDOW HEADER SCHEDULE WALLS A AND C END WALLS OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 WALLS B AND D (SIDEWALLS) OPENINGS UP TO T-0" USE (2) 2x4 SPF #2 STUDS SHEATHING I II II III VENT OPENING BETWEEN II III WALL STUDS. VENT II III SECURED TO SHEATHING I II I AS PER MANUFACTURER'S III INSTRUCTIONS IF IN FLOOD ZONE, USE PRESSURE TREATED III FRAMING BASE PLATE _ , TOP UNE ENGIN EEIUNG, LLC R "" NfINFFAS O VENT DETAIL William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, FIB Ati! 3413E • • • : : • • • • • • • • • • • • • • TUFF SHED - FT. LAUDB)RDALLi D SIGN Es D WI • • RTY TUFF SHED, INC. "`p1p10p" ETH PROP rnis nam naae«".I.�vmiwyag,»a.m ..d.a 1919 NW 19TH STREET OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT byftkMNWFa•PE.O Matl°ballow Wpa �$ P SUITE 301 DRAWINGS ARE FORA Digw s4"an°°. FT. LAUDERDALE, FL1L BUILDING TO BE SUPPLIED RICHARD I. WILLS, P.E. P 1M wPwawa aaa nam,."w w.aw.e =* •• AND BUILTBY•UFPSHED. : I(•�S@TUFFSHED.COM • • ANY OTHER USE 1:1 , • • • FORB1beL�1 BY AbTH TUFF • 1477 6. HARRISON STREET §±EDTNATHEN IN —ER DINNER, COLORADO 80210 • • • • RECORD • • MWf 753-8833 EXT. 96315 FLOOD VENT INFORMATION (IF APPLICABLE): SMART VENT PRODUCTS INC, FLOOD VENTS FLORIDA BUILDING APPROVAL #FL5822.1-R5. PROPOSED SHED SIZE (SQ. FT.) 2 VENT MINIMUM REQUIREMENT ADEQUATE FOR UP TO 400 SQ. FT. PER MANUFACTURER/STATE APPROVAL 64 80 98 13 MAR 2019 2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-812 175 MPH ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3X4 20 GA :::4 IDE MIN MAX `m N 8' SPAN REACTIONS: MAX. VERTICAL: 360 LBS. MAX. UPLIFT: -327 LBS. (MWFRS) MAX. DEFLECTION: VERT LL - 0.06 IN VERT TL - 0.08 IN i1MtA I MINK JtAM FIRST 4'-0" ON EACH END (WHERE APPLICABLE) I 12'-0" MAX TRUSS NOTES: FBC, 6TH EDITION (2017) ANSI/TPI 1-2014 TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 SPF GRADE #2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.15 WIND: AS CE 7-10, 175 mph, Exposure C, D.O.L.=1.60 / COMMON TRUSS TOP LINFENG INEERING, LLC SfRI RA. NGINFf0.i William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 RAFTER (2) SIMPSON H2.5 A HURRICANE TIES ON BOTH SIDES AT EACH END OF TRUSS, INSTALL PER MANUFACTURER'S SPECIFICATIONS WALL TOP PLATES SIDING STUDS 2 TRUSS TO WALL CONNECTION DETAIL acNt: n.ra TOE NAIL WITH (3) 16d NAILS, (2) ONE SIDE, (1) OTHER SIDE — -� ROOF SHEATHING ROOF SHEATHING — — — — — — RUSSES 19/32" COX PLYWOOD ALL FASTENERS FBC 1517.5 19/32" COX PLYWOOD ALL FASTENERS FBC 1517.5 2' 4" OC M CLASS'A'SHINGLES ROOF UNDERLAYMENT METAL ROOF ROOF UNDERLAYMENT NAIL WITH TINCAPS NAIL WITH TINCAPS a _RIDGE 4 m I w LINE HORIZONTAL PANEL HORIZONTAL PANEL Q. I DRIP EDGE EDGEWISE BLOCKING FLASHING EDGEWISE BLOCKING 0 REFERENCE NAILING NOTES REFERENCE NAILING NOTES 1 I BELOW BELOW ASSEMBLYASSEMBLY DETO IL FOR SHINGLES ® DEETO IL FOR METAL ROOF FRAMING PLAN E -1 ROOF SLOPE VARIES FROM 2/12 TO 6/12 STUFF SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES WALL TOP PLATE By: PK TITLE 2/8/19 TRUSS DETAIL SEE DETAILS ROOF FRAMING PLAN TRUSS ATTACHMENT ROOF ASSEMBLY ROOF SHEATHING NAILING NOTES: 1. USE 0.113"0 X 23/" HOT DIPPES gALVJWZEO RaING SIIANV NPJLS • • 2. NAILING: EDGE -@ 4" O.C. » • • • • • • • • FIELD- @ 6" O.C. • • • • • • • • • • •• • • • • ••• • DRAWING NO. TUFF SHED - FT. LAUDED LE•D ES D W1 �r 4 H • • TUFF SHED, INC. TSR7-812 1919 NW 19TH STREET SIGN ETH PROPERTY OFTUFFSHEDINC. THESE ENGINEERING DEPARTMENT eyrswawro.vE.onm.e.banwmuu9° SUITE 301 DRAWINGS ARE FOR A DigW Si°"°N1O REV. LEVEL 00 FT. LAUDERDALE, FL 33311 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. P^^IeO�°atl t00O0 N^'•^no 0o fOOeO •• ••• AND SUILTBYWLIFPSHED, • • arHER • 4M • I*LSARRISONETREET SHEET A L} ANY USE 1 • • • FORBR1ELtY BY ADTH TUFF • • • AED•AN[rTHCENgIN-9R s 1tN i. COLORA STREET DkiNTlER, COLORADO 80210 • • • (� , • = RECORD • • • • (3W1753-8833 EXT. 96315 PAGE 4 OF 4 • • 13 MAR 2019 2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN•#•TS.R7•-$j 2.175PPH . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EACH 2'-0" BLOCK MUST BE INSTALLED WITH (2) ROWS U) OF 10d NAILS @ 3" O.C. Z) 0 z ATTACH BRACKET TO STUD STUD THRU HOLE IN o 0 w ANCHOR PLATE WITH p 0 3/8" 0 x 6" CARRIAGE U BOLT AND LOCKNUT STUD CORNER STUD SIDING TRIM END WALL • Y •. 0004 *see // ///\�//\�/ • • i • • • • • • • /\\�///\�//\�//\\�///\\�///\�/ •AVEHOR Bh;�CKET• • •*V313E FLUSH WI-4+- ••. .. a F.UGE Of TJ31M ,... CV ti •• .• ••.• BUILDING SIZE QTY CIF ANCHORS UP TO 8X12 4•. • UP TO 1OX15 • 4 00% ANCHORS INSTALLED AT EACH CORNER OF THE BUILDING AUGER ANCHOR Y OLIVER TECHNOLOGIES • PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -OR- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS • THE ANCHORS MUST BE INSTALLED AND TESTED IN ACCORDA E MANUFACTURER'S SPECIFICATIONS. No. 5 j 'O• STA E OF :• ` to IOP:�� Scale: NTS CUSTOMERS NAME: Tuff Shed P.O.#: //�S ONAL1 / 1x\\\ TUFF SHED TitIe:AUGER ANCHOR DETAIL Drawn By: PK St-WBLd&WaG°-°" FOR WIND SPEEDS Date Drawn:3/13/19 Checked By: UP TO 175 MPH Date Revised: COUNTY -WIDE LAND SURVEYORS INC. LAND SURVEYORS -PLANNERS 'P.O. BOX 823271 SOUTH FLORIDA, FL. 33082-3271 (305) 772-0766 ` 1535E S.W. 140 St Miami, Ft. 33196 LEGAL DESCRIPTION: Lot 23, of "SHORELAND HEIGHTS", according to the Plat thereof as recorded in Plat Book 43, at Page 85, of the Public Records of Miami Dade County, Florida. FLOOD ZONE: WITHIN ZONE : X ELEV.: N/A COMMUNITY : 120652 PANEL No.: 0139 SUFFIX: L DATE : 09-11-09 I HEREBY CERTIFY: THAT THIS DRAWING REPRESENTS THE RESULT OF A SURVEY OF THE WITHIN DESCRIBED PROPERTY AND THIS DRAWING AND SAID SURVEY WERE PREPARED BY ME OR UNDER MY DIRECTION. THERE ARE NO ENCROACHMENTS UNLESS SHOWN THEREON. NOTES: I ' THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. • EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. • UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT AN ATTEMPED TO LOCATED FOOTINGS AND/OR FOUNDATIONS. • NOT VISIBLE ENCROACHMENTS. WERE FOUND ON THE PROPERTY, UNLESS SHOWN. • IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. 1929 • BENCH MARK USED No. N-566, LOCATOR , WITH ELEVATION: 10.78' I��V�1DA `l; l!�pRW�MFA✓71 ` L6Vj-)71.MMM SURVEY Fes:. DAY SRO -VI At /10 Z a J- kl. Z AYC• M I A m / -fwW, J, . Pt • 3314, e� SURVBYORS CERTIFICATB=NOTE I "NOT VALID UNLESS SEALED WITH AN EMSOSSRD SURVEYORS SEAL." 13 REBY,CGRTIFY THAT THE SURVEY REPRESENTED HEREON COMPLIES WITH THE MIN MUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA LB N 4680 BOARD 0! SURVEYORS AN MAPPERS IN CHAPTER •SJ-17 . FLORIDA ADMINISTRATIVE CODE, URSURANT TO SECTION 472.027, FLORIDA STATUTES. FDRA VISIONS BY DATE D SEp71( 74Ntt OrmilIFIEw P,! JOSEPH L. RTIN PROFESSIONAL LAMO SURVEYOR IIh 4368 WN8YSG4LE` DATE F.8./PCs. JO80 STATE OF FLORIDA j (� , �� ZO-Lr-j�r3 ?or3 44 cNI �X <�- on �}— ••-7 1 IC) ll �JJ 1 VI 0 t <_ �1`1i �r g Gs LOT-2 BLOCK->3 46-pa 53) 65.64' (R&M a—c"—w—a—ox—a—a— —w- 5' WALL PIP 112' Afo LD V71--- ti :�4 •••••• •• •••••• �� A • `•'' .. POOL .•:�'€ + • • • • POOL 1+•:•; • • i i •t'•• I PUMP N • • • • ••--•:• 3'x3;sh •R cON ;z O LOT-24 .... U 1 �J 32.8' 20.5' Q ONE STORY RES. N T C N No.11028 Crl co _ F.F.E.= 12.65' GOWF/1FGQ, o, %, I V lr•LS Cr z � 38.5 X .. I -�, Y . 6.0� t! m z5:53' 14.8' of •,.. '•;?s:+4 •• C) —y I I r� LL O w -� p2 q N I 5s' CONC 5`• (.. U U FIP 1/2- 1 i•, Y }. , Noco s5' SIDEWALK g5.74' (R&M).{s. 10' PARKWAY WEST RIGHT OF WAY LI On Z 6,89' I " I~ � I D rz 2 m y I • � B OCK A 1/2' 70.0' CORWER I FIP 1/2- &V LD• (R&M) 4 NO M. R.