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RC-18-2294Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 �-` tfU Issue Date:10/19/2018 Permit NO.: RC•8-18 2294 Permit Type: Building (Residential) J Work Classification: Shed Permit Status: Approved Expiration: 03/13/2019 Location Address Parcel Number Project 897 NE 91 TER, Miami Shores, FL 33138 1132060050300 <NONE> Contacts CARLOS BENITEZ Owner CARLOS BENITEZ Applicant 897 NE 91 TER, MIAMI SHORES, FL 33138 897 NE 91 TER, MIAMI SHORES, FL 33138 Other:3058109866 Other:3058109866 HOME OWNER Contractor HOME OWNER Description: NEW SHED 8X10 = 80 SOFT Valuation: $ 2,600.00 Inspection Requests: 305-762-4949 TotalSq Feet: 80.00 Fees Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 P&Z Review Fee $35.00 Permit Fee $100.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $2.40 Total: $197.80 Building Department Copy Payments Date Paid Amt Paid Total Fees $197.80 Credit Card 10/19/2018 $295.60 Credit Card 08/28/2018 $50.00 Amount Due: $-147.80 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 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 19, 2018 Page 2 of 2 VOi 011(1 12018 BUILDING PERMIT APPLICATION Miami Shores Village g 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 AUG 28 2 18 FBC 20 1-7 ��11 Master Permit No. rRus—z2-Iq Sub Permit No. ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 6-1Q 7 WE 1(5r7Sf124C City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): liPeLps Ti:iw ( IlRa Phone#: 30s-- RAO 9&00 Address: City: TgFTwtll`-C State: TL— Zip: 3-'�( 39 Tenant/Lessee Name:. Email: C ben) CONTRACTOR: Company Name: burfr r Phone#: Address: City: State: Qualifier Name: ne#: State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: p: Address: City: State: Zip: Value of Work for this Permit: $ Z—1 WO Square/Linear Footage of Work: ?3y Type of Work: ❑ Addition (❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of colorJthru tile: Submittal Fee $ S (J� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $ Double Fee $ Bond $ 90 TOTAL FEE NOW DUE $ i Q ' (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. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this =� day of AQ �kE-t�_?-� 20 1 B , by CGr ts� S M� • mks personallycknoDwn to me or who has produced 44 l � 9�'� d^' as identification and who did take an oath. NOTARY PUBLIC: Sign: day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ", Sign: Print: MAHARAIK.GONZALEZ Print: MY COMMISSION Seal: N ~ EXPIRES: November 2, 2020 Seal: �o F �; o?' Bonded Ttxu Notary Public Underwr tens *********************************************************************************************************** APPROVED BY �SIU� Plans Examiner I0 Zoning y Structural Review Clerk (Revised02/24/2014) 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: C ACwS I TE!-- DATE: 1 G� ADDRESS: 4BOP7 KC— "1 M�/T��11�5{° d � ;;198 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 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_ n `k 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. Initial 4. 1 understand that I may build or improve a one family or two-family residence ona farm outbuilding. 1 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 1 have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that 1 built or substantially improved it for sale or lease, which violates the exemption. Initial_ 5. 1 understand that, as the owner -builder, 1 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_ 7. 1 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_ �b 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_ KP 9. 1 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. f also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 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 h_ttp://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi InitialAL 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 proposed construction activity at the following address: f • low / ,I Initial 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. R.�-,0 Initial 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 13 day of 20 _, M �n �o was personally known tome or who has 0 Ox4 aa ap yZ ' GzZNN gN�ZC.ByCOYIa �YcJ9 o Produced they ense or as identification. _ -E LU z t ¢ p a q U X } tiJ m OWNER NOTARY 8/28/2018 Property Search Application - M i am i- Dade County �r , OFFICE TPROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-005-0300 Property Address: 897 NE 91 TER Miami Shores, FL 33138-3217 Owner CARLOS M BENITEZ SAMAR E BENITEZ Mailing Address 897 NE 91 TER MIAMI SHORES, FL 33138 USA PA Primary Zone 0900 SG FAMILY - 1901-2100 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,339 Sq.Ft Living Area 1,663 Sq.Ft Adjusted Area 2,070 Sq.Ft Lot Size 10,500 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $283,331 $283,331 $231,322 Building Value $108,054 $108,054 $108,054 XF Value $15,000 $15,000 $15,000 Market Value $406,385 $406,385 $354,376 Assessed Value $367,132 $333,757 $303,416 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $39,253 $72,628 $50,960 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLDEN GATE PARK ADDN PB 6-130 LOT 26 & E1/2 LOT 25 BILK 2 LOT SIZE 75.000 X 140 COC 23792-0102 08 2005 1 Generated On : 8/28/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value 1 $367,132 $333,757 $303,416 School Board Exemption Value $0 $0 $0 Taxable Value 1 $406,385 $406,385 $354,376 City Exemption Value $0 $0 $0 Taxable Value $367,132 $333,757 $303,416 Regional Exemption Value $0 $0 $0 Taxable Value $367,132 $333,757 $303,416 Sales Information Previous OR Book- Price Qualification Description Sale Page 05/04/2018 $675,000 30985-2334 Qual by exam of deed 12/29/2015 $100 29920-3938 Corrective, tax or QCD; min consideration 12/26/2014 $340,100 29449-2156 Financial inst or "In Lieu of Forclosure" stated 08/01/2005 $650,000 23792 0102 Sales which are qualified 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: 9 .N BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 RzCF-d4F-9 MAR 13 WS 0_,c Tel: (30S) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC 201 i Master Permit No. PC-8- —/8 2 2 0t ❑ REVISION Sub Permit No._ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: u `-� Wc 7T-9— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): l Agto� Phone#: *5`}� Address: 7 City: NIA -MI State: Zip: 1 �� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: - Address: City: State Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ M ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) f. Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zi .01' . 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. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ''L-'� �� Sign OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of QJQV 20 �� by PlnI KhTs personally �k-no�wln to WI I Ye me or who has produced ( ias identification a6d1who did take an oath. NOTARY PU Print: The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: N MY COMMISSION # GG 044602 Seal: EXPIRES: November 2, 2020 Seal: o ; 4P' Bonded Thru Notary Public Underwriters as ******************************* *************************************************************************** / L APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) C'�vJN� i2. O� PA �Cr �� c2 7/ s MIA-Ml 5 az—eS w o V � r D D e— AS\f pi trI 9[ c) q86�- ' Ordered By: - Proudly Serving HG JJ 1 the Florida Real C "t ME LAND '"' "�'ome's 1 '••'.. t< Estate Communi a� Miami Shoes ' ,� TC $ C [•V •1 f C 5 1 n f ') O ' "f ;h :z r�,� v _ for Over 20 Years Ga;9Ie NE01u1' e�°.usm�eaoaw WWW.MFI_ANI)Sf'RVICGS.COM t, AUG 8 018 7 B.C. T 2 a a LOT 1 o F.I.P. 1 Z B CK 2 0 75.00' (P z BL 2 g (No. l�j " 25.0 E 25' OF S f' N .� -.i. LOT 25 I Ig d ...• BLOCK 2 a o •.. • . . s' wooD L T 26 FENCE OC NC BL CK 2 IL�"— I •••••• • ' •••• • . I oh it •...... .• E25 OF a ••••i •• •••• LOT25 0.70' C.B.S 0000010 . . ..:. WALL • ; • • ' BLOCK 21 c M 3.901 •° , • •.•• • •, •� • 1 a_Z0• 33.83' 15.71' zo • '0 � • • .. • 3.90' 4' 25.45' •� 4.0' 11`— cn . • • I ONE STORY + , m Z 17.70' ui RESIDENCE LL1 ui t w 25.40 C C 4' 25.45' EMAINDER OF 9 0, + - Q � j{ Z LOT 25 7.0 �+ . o c o `coNc ° 3: t 1 j Q BLOCK 2 O CONC I N N PORCH D0! CONICRIVE o.i Q - O �o STAIRS 19.0' r~ . ". LIJ 4--' Q 39.98' - �t 0) �8.90' 19.30' 15.71 . I CD O C:)C;CONC I 1 f h QQ P� ' o AC . 30.�0' N O a Its 1 = M 4.0' 1° a oZ p � C I ONE STORY 1� ( a RESIDENCE " i I� e A C in # 897 1 iv".ialri 6 ��.r I rJ Q° IM 15.10' DATE CD3 �p.s2' s.o 71 pFROVE 13Y.. c .oa o C 1A p ST S _ONING D PT n 6 ' o lJ 1 _ {9.18 3 o, o BLDG nEP ERAL C n a 3• M j 1 cc;P'JPlr.lr` N m Q M CONIC io STAI E AN Lr.I�ti I �IJL=' ND ftEUUlAT10N; F.LP. 1/2" 25. (NO. ID.) 75.00' (P) F.I.P.�2» c 15' PARKWAY o / ui 4' Q SQ' . RIGHT-OF=.WA.Y . (BY PLAT) 20'ii A5PPAL : AAV"M . ` _ _�._ 1 (SUNSET AVENUE BY PLAT _ N.E. 91 St TERRACE _ _V Accepted By: Property Address: Notes: NO NOTES 897 N.E. 91 Terrace Miami Shores, FLORIDA 33138 SURVEYOR'S CERTIFICATION:IHERBy - THATTHIBBOUNDARYSURVEI'ISATRUEANO CORRECT A IONOFA ®UNDERMYDIRECTION. THIS COMPUEb WITH THE MINIMUM TECHNIC FORTH BY THE STATE OFFLORIDA BOARDOr M.E. Land Surveying,InC. 10665 SW 190th Street PROFESSIONAL LAND SUR C f7- THROUGHW7.0S2FLORDA PURS t* ADMNISTRATNECODE A gr� A ATUEs. Suite 3110 SIGNED o ° FOR THE FIRM Miami, FL 33157 ME LAND_ EFRAIN LOP FICA A STATE OF FL P.S.M. No. 6792 r Phone: (305) 740-3319 Fax: (305) 669-3190 NOT VAUDWITHOUT AND AUTH IC SIGNATURE AND AUTHENTICATED LB#:7989 ELECTRONIC SEALANDARTHISMAPIS VAUDWITHOUTTHESIGNATUREANDTHEORIGINAL Survey #:B-40678 Client File #: 18-0243 Page 1 of 2 Not valid without all pages Surveyor's Legend PROPERTY LINE STRUCTURE CND FOUND IRON PIPE D.R. BEARING REFERENCE TEL. TELEPHONE FACILITIES / CONC. BLOCK WALL PIN AS NOTED ON PLAT G CENTRAL ANGLE OR DELTA V.P. UTILITY POLE —X—X— CHAIN -LINK FENCE OR WIRE FENCE LB/ UCENSE # - BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOX WOOD FENCE LS# LICENSE 0 - SURVEYOR RAD. RADIAL TIE SEP. SEPTIC TANK —^o—o-^ IRON FENCE CALC CALCULATED POINT N.R. NON RADIAL D.F. DRAINFIELD — EASEMENT SET SET PIN TYP. TYPICAL A/C AIR CONDITIONER - — CENiER LINE ♦ CONTROL POINT I.R. IRON ROD S/W SIDEWALK WOOD DECK CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY BENCHMARK N&O NAIL k DISK SCR. SCREEN ~ CONCRETE ELEV ELEVATION PK NAIL PARKER-KALON NAIL GAR GARAGE i L.G.L.LGLGJ ASPHALT P.T. POINT OF TANGENCY D.H. ORILL HOLE ENCL. ENCLOSURE P.C. POINT OF CURVATURE WELL N.T.S. NOT TO SCALE HumBRICK / TILE •••• P.R.M. PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FINNISHED FLOOR • • %, P.C.C. POINT 0 COMPOUND CURVATURE ® N.H. MANHOLE T.O.B. TOP OF BANK • • • P.R.C. POINT 0 RCVERSE CURVATURE O.H.L. OVERHEAD LINES E.O.W. EDGE OF WATER • • •/�-• • 4k:PRORIMATE EDPE O WATER P.O.B. POINT- OF BEGINNING TX TRANSFORMER E,O,p EDGE OF PAVEMENT ., ,..__y. • •--�. - • • • • • • COVERED AREA P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER 0.v.C. CONCRETE VALLEY GUTTER • • • - - -� P.C.P. PERMANENT CONTROL POINT W.M. WATER METER B.S.L. BUILDING SETBACK LINE • • • 1-� • • TTdr. • • • • • • M FIELD MEASURED p/E POOL EQUIPMENT S.I.L. SURVEY TIE LANE POLE • • • • PO•w€R POLE • • • • • • 0 PLATTED MEASUREMENT CONC. CONCRETE SLAB q, CENTER LINE • • • F • • � • • • • • • 0 DEED ESMT EASEMENT R/W RIGHT-OF-WAY • C.U.E. 4OUNTY UTILITY ZASFVJ%• C CALCULATED D.E. DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT • • •Ij./E.E. • INGRESS / EGRF•LS CASEN04T L.M.E. LAKE OR LANDSCAPE MAINT. ESMT. LB,E. LANDSCAPE BUFFER EASEMENT C.M.E. CANAL MAINTENANCE EASEMENT tLE. • • L71U*4 EASEMENT • • R.O.E. ROOF OVERHANG EASEMENT LA.E. LIMITED ACCESS EASEMENT A.E, ANCHOR EASEMENT Property Addrie§s: General Notes: 1.) The Legal Description used to perform this survey was supplied by others. 897 N.E. 91 Terrace This survey does not determine or is not to imply ownership Miami Shores, FLORIDA 33138 2•) This survey only shows above ground improvements. Underground utilities, footings, or encroachments are not located on this survey map 3.) If there is a septic tank, well, or drain field on this survey, Flood Information: the location of such items was shown to us by others and the information was not verified. 4.) Examination of the abstract of title will have to be made to determine recorded instruments, if any, effect this prop Community Number: 120652 erty.The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the pl Panel Number: 12086CO306L at Suffix: L 5.) Wall ties are done to the face of the wall. 6.) Fence ownership is not determined. Date of Firm Index: 09/11/2009 7.) Bearings referenced to line noted B.R Flood Zone: X 8.) Dimensions shown are platted and measured unless otherwise shown. Base Flood Elevation: 9.) No identification found on property comers unless noted. 10.) Not valid unless sealed with the signing surveyors embossed seal. Date of Field Work: 04/20/2018 11.) Boundary survey means a drawing and/or graphic representation of the survey work performed in the field; coul Date of Completion: 04/24/2018 d be drawn at a shown scale and/or not to scale 12.) Elevations if shown are based upon NGVD 1929 unless otherwise noted 13.) This is a BOUNDARY SURVEY unless otherwise noted. 14.) This survey is exclusive for the use of the parties to whom it is certified. The certifications do not extend to any u nnamed parties. 15.) This survey shall not be used for construction/permitting purposes without written consent from the land surveyor who has signed and sealed this survey. Legal Description: Lot 26 and the East 1/2 of Lot 25, Block 2, Golden Gate Park Addition, according to the plat thereof as recorded in Plat Book 6, Page 130, Public Records of Miami -Dade County, Florida. Printing Instructions: Certified To: r` While viewing the survey in any PDF Reader, select the File Carlos M. Benitez and Samar E. Benitez ; Drop -down and select "Print". Select a color printer, if available; Clear Title Services, Inc. J or at least one with 8.5" x 14" (legal) paper. Old Republic National Title Insurance Policy Issued Through Select ALL for Print Range, and the # of copies you would like to Attorneys' Title Fund Services, LLC. print out. Caliber Home Loans, Inc. Under the "Page Scaling" please make sure you have selected its successors and/or assigns as their interest may appear. "None". "Auto Please copy below for policy preparation purposes only: Do not check the -rotate and Centel" box. Check the "Choose Paper size by PDF" checkbox, then click OK This policy does not insure against loss or damage by reason of the following exceptions: Any rights, easements, interests, or claims which may exist by reason to print. of, or reflected by, the following facts shown on the survey prepared by_ EFRAIN LOPEZ dated 0412412018 bearing ,lob # B-40678 : a. NO NOTES M.E. Land Surveying, Inc. 10665 SW 190th Street, Suite 3110 Miami, FL 33157 ME LAND ME LAND -- Phone: (305) 740-3319 V, - Fax: (305) 669-3190 F LB#: 7989 Survey #:B40678 Client File #: 18-0243 Page 2 of 2 Not valid without all pages Via... . Busi ��` f i1 s I \' o essioNl Regu', Wion Ken Lawson, Secretary Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 September 23, 2016 RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 IgLA Manufactured t3LO&V Program 1940 Norlh Mon.oe Sireet Suave 90A Tallahassee, Florida 32399.07'12 MOW W 487,1824, Fax 850,414 8436 RickScott, Govemor Dear Alex Martens • • • • • • • • • It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange: e City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for • • • under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured • •" Buildings for installation in Florida. •, • • • • Construction or modification on a manufactured building cannot begin until the Third Party ' • • • • ` 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. so 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.floridabuildi or) 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.floridabuilding oro to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. cc: Professional Service Industries Sincerely, Robert Lorenzo Manufactured Buildings Program fee* Y • feet •e•e•• • • • • r •••••• t• • • • J • • •• ••••• •• • •••e• to ' • • • • • •••••• •e•••• •c•••• e• • • • •• • APPROVED DATE 1h� PSI APPROVAL 2018-01-18 r D4 ALUMINUM ROOF SHEATHING 0 -0 MAX. I ih 0 1x4 RUNNERS 0 I 0 w a END WA TRUSS 2"x4" TRUSS 0 24" O.C. MAX. Side Wall Header Schedule (180C) End Wall Header Schedule 180C S¢e{d} Max Span NJ(b} Fasteners w/o strap each end Building Width Fasteners w1 Strap (each end) Size Up to 14' Wide ` 1 2"x4' 6-0 0 4 3" x 0.131' nails Max. Span NJ{b} Sc4" < G 1) M 0 {d } ..' x 1 nails 1-4'x4' G-0' 0 3 - 3° x 0.131" nails a. abUlated values are for No. grade Spruce in it lumber b. NJ Number ofjack studs required to support each end c Laid flat d No bck studs, but 2x6 studs laid flat 4'x4" w2'h4" ; R-0' 1 6 - 3" x 0.131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. b. NJ - Number ofjack studs required to support each end. c. Window header for window openings that have more than 509% combined stud wall above •t�s and below, otherwise use door header schedule. d. Be header details �r alternate layouts, i.e. 2-2'x4" or 4'x4' P.T. 1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 2. SEE HEADER SCHEDULE FOR ON e. The header can be attached to the top plate and thus have the combined strength 3. WINDOW HEADERS WIVE COMBINED 50X OR MORE WAIL FRAMING ABOVE COMBINED SOX R MORE AND Sao*. OTHERWISE REFER TO DOOR HEADERS. equivalent and use the maximum span stated. ( a� LA `. CODE INFO ION CODE VERSION FBC 2017 In, Ear'°"' E-7, 2014 NEC MANUFACTURER SU-- WN.L STUDS 1T^ BUILDING TYPE 9"WW=RED BUILDING RESIDENTIAL LAWN STORAGE II CONSTRUCTION TYPE V-B 2".4" ExTERgR HEADER FIRE PROTECTION NONE Ii SHEATHING SINGLE II i II FIRE SUPPRESSION SYSTEM NONE Lj11 (z) 2•.4' WITH 1/2' PLYWOOD OR OSB FILLER OR (1)4"x4' 2'z4' OCCUPANCY STORAGE 12'.12' OR 1614' BETWEEN 4'v4• ALLOWABLE NUMBER OF STORIES 1 J. WALL STUDS. VENT IS SECURED To SHEATHING AS PER 12" MAX. BASIC WIND SPEED vM-,eomp, MANUFACTURERS INSTRUCTIONS HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c �OPTIONALL & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE Wiwi INTERNAL PRESSURE•COEFF101ENT - .18• IMPORTANCE FACTOR • • 1.15 0000, cV>tL'r'ttak„ ROOF DEAD LOAD • • • • • • • = • • G. F.1. + NOTES -OPTIONAL ELECTRIC [ idr ROOF LIVE LOAD • • • • • 3OPSF OR 30011, Polo t" • OUTLET �11iaaJ FLOOR DEAD LOAD ,OPSF • ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE • • • • N ii -ENCASE IN ALL METAL BOXES. a . FLOOR LIVE LOAD • SOURCE f • • !JD. APSF - 125PW OPT. • DESIGN PRESSURES L I '� ` R' RATING OF W , F OOR, ROOF N/A* • • • • • • ROOF +27.8/-94.7 ROOF FRAMING PLAN WIRING DIAGRAM " `" (,. �... s, rr.'-.rr.==. ';> MODULES PER BUILDING • * • •.• • • WALLS/DOORS/WINDOWS +32.5/-29.2 (OPTIONAL) Plans Review: Victor G Martin, PE HURRICANE PROTECTION • tb • FL PE k62379, U PE IT4201] USAGE • • - LSUCCC#U02436, TN PE 9120939 HURRICANE SHE' USAGE• N00 • MREK OR ALPINE 2'x6' END WALL -DOOR & WINDOW LOCATIONS VARY SQUARE FOOTAGE • 719,9o.FT. OR LESS • • • OR EQUAL MMNN Cil1Y7" 1".4' COuAN MITEK OR ALPINE 25 - s HEADS DETAIL REV DPSCRIPTONo o Sal OR EO / • • • / // D4 ALUMINUM WALL VARIE // // // // // SHEATHING OPTIONS 2' MAX. VARI / / / SEE HEADER // / / 3 MAX. 2a4 24' O.C. 1A PC DETAIL 1.4 RUNNER / ON INSIDE // // // / LLJ Drawn By: 2.4 eLocaNc END WALLS / /// / / / Z MTB J Date: 12/12/17 / O ,- Scale: END WAIL N A 2-STUDS O 2z4 SOLE �`TE (n LLI .del 2.4 501E PLATE 2.4 SOLE PUTS"[T 24' O.C. MAX. FLOOR FRAMING (n SS-B-180CR1 J LLl I 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE FLOOR FRAMING J GOVERNED BY LOCAL JURISDICTION. THIS ALL STUDS SECURED TO SOLE PLATE w -J 2. BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015,22. AND FLOOR FRAMING WITH 0.039• 0_ 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION LJ (tmm)a12" STEM W/8-10a NALS STANDARD WALL DETAIL NOTE- WALL FRAMING MEMBERS ARE CONTINUOUS FROM < Q REQUIREMENTS TO MEET CODE L'J L'J L`J OR EQUAL WITH DOOR &WINDOW OPTIONS FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ME O 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2.4 i2 SPF, EXCEPT As NOTED. MISS 6'-0" TO 13'-8' MISS 6'-D' TD 13'-8' FLooft SFIEATIIING. -. 3/4' PLYWOOD NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CUPS U 5. STRUCTURES OVER 4o0 so. FT. WILL HAVE AN 80" MINIMUM ELEVATION CROSS-SECTION END ELEVATION 4'a0 P.T. ATTACHED WIM - 3/4' P.T. PLYWOOD - 3/4' T&G SRALL RE FORMED OF cALVANRW STEEL OF NOT LESS THAN 0.040' NOMINAL THICKNESS. Lyf pOpR. 6. CUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL TYPICAL ARCH FRAME WITH DOOR H24 OR EOUNALENT. SEE TABLE 2 FOR QUANTITY AND - 3/4" P.T. T&G '^•-0" t1.1 CODES 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS SPACING. MAX \!) AS PER FLORIDA BUILDING CODE. 8. FLAT METAL STRMSU CAN BE BENT MOUND STRUCTURAL MEMBERS of WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE -. ____ ____ ____ ____ ____ ___ L KI ft R P I MtMtltlp; PINWIUEU IHAI IHt AUUEU tlENO GOES ROT INTERFERE WITH ANY EXISTING BRACES BENDS IN THE STRAP. 2. 244 0 MAX. (2) 2"x4" WD FLAT (TCN �� F� z __ _ _ ___ SHED WIDTH 8 ifi 0' x, 0'-10' X2 461'0 x3 - _ `�`` 1111 i 11 /, /',/ �`` • ••• •'� �C L I �SE ••••••`% 'M4uS NNE iA04 .N RIOT COno6 Q u) 4'M'LL \ : • // ' 1 51006 ONL. 13'_r 11M 511.E nML (4) gl6 W LU 2-BLOCKING ON p , ^ Wall I V 2.4 BLOCKING END I j � I Q ' 2".6' LAD MT 'a j • ` -T, b j 2.6 P.T. 20 O.C. TYP. •� STATE • `L 1 g I OPTIONAL 120PSF • 16' O.C. �•'; 4V \ TYP. WITH 3/4' T&G PLYBOARD 0 (J •'. OF .• `� 2.4 501E PLATE 4'x4' P.T. ATTACHED WITH '� ••• _ r ')- 0 RR24 i r • \ �` BOOR FRAMING I TAB OR FOR RUM. SEE •' .........•••• .• •�� TABLE 2 FOR Ol14NTTn' AND �� S ••• ,� `� MAX 7SPACING. / '\ g. �0 IN A L J "J LxJ L1 j Q LxJ L11 II otthew T. Baldwin P.E. ARISES 6'-0• TO 13'-8' MIES 6'-0' To ,3•-6' - t--- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- z Florido License #64608 END ELEVATION END ELEVATION FLOOR JOIST, SEE SCHEDULE FOR SIZE WITHOUT DOOR WITH GARAGE DOOR (ONLY ON ENDWAl) FLOOR FRAMING PLAN t m Sheet: SSB-1 OF 1 SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THRU THE 2%4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR. 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE 2%4" BOTTOM PLATE. TABLE 1 ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0" 400 3'-6" 13'-8" 280 3'-6" 11'-8" 240 S-6" 10'-0" 200 S-g' 8'-0" 160 S-6„ 6'-0" 120 3,-6„ TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8" 1'-104„ 1'-10�" 1'-104" 11'-8" 2'-8" 6'-4" - 10'-0" V-7" 6'-10" - 8'-0" 0'-9" 6'-6" - 6'-0' 0'-10" 51" - *VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. 30" AUGER ANCHOR (4,900LB) INSTALLED PER MANUFACTURER'S INSTRUCTIONS. EYELET AT MAXIMUM OF 6" ABOVE GRADE. 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4%44" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD* MATERIAL I 2"x8"x16" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"x8"x16" 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16%16" 3950LBS ABS PLASTIC PADS IV 8%8"x16" 1900LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX * BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) .NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON I V-8" AND 13'-8" WIDE SHEDS ONLY. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW*(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE 13'-8" SW/DW 4.15/332 0" TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, II, III, OR IV 11'-8" SW/DW 6.00/480 0" TO 6" 6'-0' 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400LB I, II, III, OR IV 2400LB I, II, III, OR IV SW 4.00/320 0" TO 6" 6'-0' 2029LB I, II, III, OR IV 2133LB I, II, III, OR IV 5'-0" SW 3.00/240 0" TO 6" 6'-0' 1658LB I, II, III, OR IV 1866LB 1 I, II, III, OR IV * LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 4B. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 13'-8" 7.00 243 0'-0" TO S-T 10'-0" 11'-8" 6.00 208 0'-0" TO 3,-0" 10'-0" 10'-O" 5.00 174 0'-0" TO 3'-0" 10'-0" 8'-0" 4.00 138 0'-0" TO 3'-0" 10'-0" C-0" 3.00 104 0'-0" TO 3'-0" 10,-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 20'-0" 10.00 400 0'-0" TO 3'-0" 5'-0" * LOAD WIDTH OF UPLIFT ON RUNNER '• LOCATION FROM END WALL OF AUGER ANCHOR *•' MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-O" BETWEEN ANCHORS.. 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO THE SIDE AS POSSIBLE. 2"x2" GALVANIZED WASHER 2"x2" GALVANIZED WASHER WITH 1/2" NUT 1/2" THREADED ROD WITH 1/2" NUT OPTIONAL FOR "HIGH SET" NOTCH COUNTERSINK BOLT 1/2" THREADED ROD EYES BOLTED TOGETHER WITH 1/2"x2" "x THRU 24" BOTTOM PLATE OPTIONAL FOR "HIGH SET" 5-e BOLT & NUT WITH (1)2"x2" GALVANIZED 1/2" COUPLER 2"x4" BOTTOM PLATE NAILED 1/2' COUPLERA / WASHERS (2.000LB SHEAR CAPACITY) •_• TO 2"x6" P.T. BASE I r 1/2"x12" FORGED EYEBOLT �i " 4" MIN. 1/2"x5" (400 LB.) CONCRETE WEDGE ANCHOR INTO SLAB THRU 2"x4" P.T. BOTTOM PLATE r 4" MIN. GRADE EYES BOLTED TOGETHER WITH 1/2"x2" % (SEE TABLE 1 FOR SPACING) Ld------- ------ J__ TYPE I, II, III, OR IV PAD WITH BOLT & NUT WITH GALVANIZED BLOCKING AS REQUIRED (SEE TABLE 3). AR CAPACITY) WASHERS (2.000LB LB SHEAR 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CLIP OR EQUAL LOCAL CODES AND JURISDICTION CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION 30" EARTH AUGER ANCHOR (SEE TABLE 1 FOR SPACING) (SEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH SKIDANCHORED SHED 'NOFLOOR'ION TO PAD OR BLOCKING TO CONCRETE CO ANCHOTH RED CONCRETE TIE-DOWN DETAILS ' CODE VERSION I FBC 2017 6th Edition, /SCE-7 II I MANUFACTURER SUPERIOR SHEDS BUILDING TYPE RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-200wh EXPOSURE D INTERNAL PRESSURI; COEF 181ENT - 01a IMPORTANCE FACTOR • • • •1.15 0.0090 ROOF DEAD LOAD • • • • • • • 130SF• • ROOF LIVE LOAD • • • • • • 2OPSF OR 3001bs• • • • • • FLOOR DEAD LOAD • • • • SPSF • • ~• FLOOR LIVE LOAD **so • • • 5PSF - 17%& OPT. i "R" RATING OF W/AL`5• 6LW2, ROOF N • • • • • MODULES PER BIJLQIITG • • •1 • a • • • HURRICANE PRO7�CTION USAGE NO • • • • • HURRICANE SHELTER Ull ONO • • SQUARE FOOTAGE • Less THAN 720-SQ.F7. • • • • REVISIONS REV ftSCR1PTO019 • 17AiE+ 8Y 1 2017 FBC • • • • 111/12/171 ITS 2 GROUND ANCHOR 6" AF.G MAX., ANCHOR EXTENSION 5/26/1a Wire U) - MTB 0 Date: w 4/26/16 Scale: (n N/A Modell: LI J ALL C) GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. w 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION -1 1015,22, m 3. REFER TO TIE -DOWN DETAILS FOR PROPER :D INSTALLATION REQUIREMENTS TO MEET CODE. 0 0 LiJ J 0 LL 0 l 0 "'I D CD o_ 6/1 /18 Q J Q Matthew T. Baldwin P.E. Florida License #64608 w � Z Sheet: AD-1 OF 1