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RC-18-306 Inspection'moo rks h ee t Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (305)75 972 Inspection Number. ( SP-296825 Permit Number: RC-2-18-306 Scheduled Inspection bete:April 11,2018 Permit Type_ Residential Construction inspector. Naranjo,Ismael Inspection Type: Final Owner: MARTINEZ,FL©YD Work Classification: Shed Job Address:10816 NW 2 Avenue MIAMI SHORES'FL 33168-4302 Phone Number- I. 2309.4959 Parcel Number 1121360020160 Project: <NONE> Contractor: HOMEOWNER Building Department Comments NEW SHED niraat o asse m " omenta. INSPECTOR COMMENTS False i Inspector"Comments Passed fe i Failed Correction Deeded I Re-Inspection p Fe: No Additional Inspections can be scheduled until re-inspection fee is paid i i For Inspections please call:{305)762-4949 April 1e,2018 Page 3 of 24 s E Permit nro. RC-2-18-306' sµOREs Miami Shores VillagePermit Type Residential Construction 10050 N.E.2nd Avenue NW i ., Per Fork Classification:Shed Miami Shores,FL 33138-0000 Permit Status:APPROVED y FNO6 Phone: (305)795-2204 FLORIDA n Issue Date:4/312018 Expiration: 09/30/2018 Project Address Parcel Number Applicant 10816 NW 2 Avenue 1121360020160 MIAMI SHORES, FL 33168-4302 Block: Lot: FLOYD MARTINEZ Owner Information Address Phone Cell FLOYD MARTINEZ 10816 2 Avenue (202)309-4959 MIAMI SHORES FL 33168- i Contractor(s) Phone Cell Phone Valuation: $ 2,500.00 HOME OWNER ._.._. __._..w�,�. ._ ..... .._ Total Sq Feet: F 112 Approved: In Review Available Inspections: Comments: Inspection,Type: Date Approved: :In Review Slab { Date Denied: Final Type of Construction:NEW SHED Occupancy: Review Building Stories: Exterior: Review Structural Front Setback: Rear Setback: Review Planning Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info:NEW SHED Bond Return: Classification:Residential F Fees Due Amount, Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# RC-2-18-66363 $2.00 04/03/2018 Credit Card $ 112.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 02/06/2018 Credit Card $50.00 $0.00 F Permit Fee $100.00 Plan Review Fee(Engineer) $45.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $162.80 F t In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating e construction and zoning. F rmore, I authorize the above-named contractor to do the work stated. April 03, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 03, 2018 1 t r R C-F71_\- Miami Shores Village Building Department FEBo o'$ 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 200 BUILDING Master Permit No.RC PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ERENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS n + JOB ADDRESS: 106 /V �� AVC, City: s Miami Shores County: Miami Dade Zip: + i Folio/Parcel#: -,11-36 -007 - 0/(,0 Is the'Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): Phone#: gds 30I y P / Address: M/09/6 /VG✓ aid 14 dc. + City: n, 1� State: Zip: 33/6 _ Tenant/Lessee Name: a Email: CONTRACTOR:Company Name: 1+C) 'A-Q (�W n of Phone#: } Address: City: State: Zip: Qualifier Name: F Phone#:. State Certification or Registration#: Certificate of Competency#: + DESIGNER:Architect/Engineer: r Phone#: { Address: City: State: Zip: Value of Work for this Permit:$ 01500 Square/Linear Footage of Work: Ila Type of Work: ❑ Addition El Alteration El New ElRepair/Replace EJ Demolition ° Description of Work:_flew .7 e-t Specify color of color thru tile: + Submittal Fee$ Permit Fee$ )06 CCF$ CO/CC$ `• Scanning Fee$ t <s Radon Fee$ DBPR$' + Notary$ Technology Fee$ t Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUES$ 1 2— (Revised02/24/2014) k 1' s 7 Bondirig 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 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&subject to attachment. Also,a certified copy of the recorded notice of commencement mus!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. ® � t Signature Signat ru e OWNER or AGENT CONTRACTOR The foregoing instrum ent was acknowledged before me this The foregoing instru nt was acknowledged before me this day of 1Z G r 20 by day of 20 by �0'cI d .A. Mar i+11 CT,who is personally known to who is personally known to me or who has produced�Dr;V`e V 1 JC1)S t as me or who has produced as identification and wh take an oa identification and who did take an oath. NOTARY P BLIC: NOTARY PUBLIC: Sign: v— Sign: Print: Y1el Print: Seal: YA ADYPRIEro Seal: f? MY CUMMISSON 0 FF 214031 . EXPIRES:March 25,2019 "''• pF(y� Bonded Thiu Notary Public Underwthers APPROVED BYPlans Examiner �� b Zoning. Structural Review Clerk (Revised02/24/2014) } Property Search Application - Miami-Dade County Page 1 of 1 OFF"ICE OF THE PROPERTY` APPRAISER Summary Report Generated On:2/6/2018 Property Information Folio: 11-2136-002-0160 Property Address: 10816NW2AVE Miami Shores,FL 33168-4302 FLOYD A MARTINEZ 1 ' ` Owner , AMADO E MARTINEZ r Mailing Address 10816 NW 2 AVE MIAMI SHORES,FL 33138 USA PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL Primary Land Use -SINGLE ^; , FAMILY: 1 UNIT Beds/Baths/Half 2/2/0 Orr Floors 1 Living Units 1 f` Actual Area 1,407 Sq.Ft Living Area 1,407 Sq.Ft Adjusted Area 1,330 Sq.Ft Taxable Value Information Lot Size 8,750 Sq.Ft 2017 2016 2015 Year Built 1945 County Exemption Value $50,000 $0 $0 Assessment Information Taxable Value $269,041 $118,2781 $107,526 Year 2017 2016 2015 School Board Land Value $188,300 $157,500 $157,500 Exemption Value $25,000 $0 $0 Building Value $129,595 $3,072 $3,072 Taxable Value 1 $294,041 $161,736 _ $161,517 XF Value $1,146 $1,164 $945 City Market Value $319,041 $161,736 $161,517 Exemption Value $50,000 $0 $0 Assessed Value $319,041 $118,278 $107,526 Taxable Value 1 $269,041 $118,278 $107,526 Regional Benefits Information Exemption Value $50,000 $0 $0 Benefit Type 2017 2016 2015 Taxable Value $269,041 $118,278 $107,526 Non-Homestead Assessment Cap Reduction $43,458 $53,991 Sales Information Homestead Exemption $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption $25,000 1 03/11/2016 $396,000 . 30002-4440 Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 12/19/2013 $108,000 28966-1760 Qual by exam of deed School Board,City, Regional). 06/01/2005 $356,000 23548-0493 Sales which are qualified Short Legal Description 01/01/2005 $249,000 23052-3546 Sales which are qualified SHORELAND HGTS PB 43-85 LOT 14 LOT SIZE 70.000 X 125 COC 23548-0493 23861-3353 06 05 1 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/6/2018 5�{oREs Miami Shores Village Building Department 10050 N.E.2nd Avenue Rlook vp Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: f�eyd Ma.-�,;�ti DATE: ADDRESS: /09/6 111W All,( 17✓_ -re.,# ICL 33/6 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F_5 489.103(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 hallows 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 maynot:hire an unlicensed person is'a,contractor.It is your responsibility to make 'sure.the people employed by you'have licenses required by tate 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 -71^7 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—A 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial �� 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 7/_11 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 ;/h 1 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__ 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, _ I 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.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial ;7/-17- 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initial-/__ 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: /0 9/6 Nw a�f �,;�,. s�,.,� /` 3_?/6 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. 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 10_ day of Q _, 20 By Q , A . MOr�yrjt7 who was personally known to me or who has Produced there License or 'DY" 'f-ev �C`�Y\S�Q as identification. YANADYPRIEM MY COMMISSION it FF214�i1 o '* 'EXPIRES:March 25,2019 OWNER Ry ' ; IndrhruN0IXYPubisUW 313 NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 ' APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES Af- .2 / —?OG PROVIDE MUNICIPAL PROCESS NUMBER HERE LL Job Address /05/6 W _24 /�l�e,.t Qm, 1 `- z Contractor No. kory -a ) o z zFolio -00a - 0/610 o ( )dig o Last four 4 its of Qualifier No. LD� ��- X136 � i~ w a a Contractor Name a o Lot Block M Qualifier Name U a� Subdivision PBpg O U. Address g v Metes and bounds City State zip [ ] New Construction on [ ] Demolish Cn Vacant Land [ ] Shell Only Current use of property ' ao [ ] Alteration Interior [ Addition Attached, K�sr'c�Mf,'e w w [ ] Alteration Exterior [ Addition Detached Description of Work AV.-, o [ ] Relocation of Structure [ ] Re-Roof [ ] Enclosure [ ] Foundation Only Sq. Ft. �. Units Floors _ [ ] Repair [ ] Tent [ ] Repair Due to Fire Value of Wor y S00 [ ,/J MBLD' y [ ] Chg. Contractor . w Owner ,<�r� • /7/•/.� [ ] MELECategory a [ ] Re-Issue z Address /08/6 NW a� [ ] Re-Stamp City MPLU N .S�rrt, State�Zip_� /�g � [ ] ¢ [ ] MLPG W [ ] Revision w Phone_ �0 7 �S9 W [ ] MMEC [ ] Not Applicable for O Last four(4)digits of [ ] FIRE cc Fire Owner's Social Security No. 9/6 / z Name /�0!ept / 16"L Owner F cc I z g Address /S&/V IV ✓ w w Address, Oa S uq w Y City rl�.M% r7i Stated Zip 3g/6 a 0 W City State_Zip a s Phone 6 0 30 9 Ll O a Phone z I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible. There is a minimum charge of a g� one-hour.Please contact the Fire Department for current rate. , Ua� ' N w w 1 It Request: Date: a w¢ 2nd Request: Date: 3'd Request: Date: If there is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami-Dade County pursuant to the provisions of the Code of Miami-Dade County, Florida, holds on the review may exist on this application. 12301-192 4/17 r BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING-COMMERCIAL MBLD 02 SUB-GENERAL BUILDING-RESIDENTIAL MBLD 08 CANVAS AWNING- MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING &STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS(NON-ELECTRICAL) _ MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS(GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES(ASPHALT, FIBERGLASS) MBLD 96 SHINGLES'(METAL ROOFS/WOOD SHINGLES&SHAKE) MBLD 97 rSTAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING. 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) MPLU 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC" 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE 1 J t PAGE 2 OF 2 MAO 88W.,M NO. NOT wm onew PROF 1 OF 2 P1ofevaional land Sur ayorm. MapW JOB No. a 16-0210816 °°r" SM 'E�HIDA SCALD V = 20' Main U1IR (30S) 901-1317 SUR ' Fara (305) 901-1323 f REFER M SURVEYOR NOTES PG-1 FOR r, ENCRQACHMM N.W. 2nd AVENUE (70' TOTAL RM *too w • ease :: ':' 1r GRASS MEDW1 ,. „ • . . . .k•..^. . R• • • e • • •� r • e • k • • i • • f i • T P I►sP�. ... • Y • sees: .•.. • .. _ G. . .• p • • see :�1c3ou5�r i V PARKWAY ••r.•c s . - •,t,• . ^70 'r' SIDEVL .00' (R&M) .: I • •` a• p :•••f k Fnd.I.P. so.* • • F LP 1� 01/2" I e 6n 'v D FE X018 IOL PL "= B 9.73' `6.0 $ 27.33' 10.65' U" ONE STORY $ 0.21' RESIDENCE #10816 cn I � o n M53.10' 7.26' UnCD 0. 9.64 24.Y o ' n A/ o (� I 3.50' 4.13' setCDI _ 1 Q J V O N I �1 / ` \ T O W TZ 0 z I I LOT 13, ? t-. LLI w f 1 I LOT 14 ? J t 1 1 � o r a � I G C? ) U •• l� � I o o � L,. Fnd.I.P. Fnd.I.P. 70.00' (RCM) c 01/2" 01/2" �• Cln��v +: t LEGEND AND ABBEEVIATIOW VA -vLlCMC MEIER E fma"m NT P.L .POOF NIFIISM7= a .CEN`nlAL ARM OVERIEM ELECMC -ELEAMICIN Fx .FORMS NAL PM .POW OF REVERSE CURVE MOOD FENCE Ow.-ORNEMAY P.O.C. -PONT OF COMMEM-CEMENT P.C. -PONT OF 0I RAM UIK FENCE VMm C• FOU U.P. -Unm POLE FAJL. .FOUND ORU MOLE F.N.D. -FOUND NAI ®-C.B.S.MNL WAM METEII 0.0.8.-0314 OF BFMNOS P.T. .PONT OF TANOENCY PCC -POW OF COMPOUND CURVE -BLACK CORNER AJC -AIR COND0110"PMD EJLC. -ENCROACHMENT M/L -MONLUM LNE R - RADIUS A -ARC DWMCE F.N. - FRE WORM N.0.Y.D.-NATIONAL OEODflIC VFRIM DAM RM - PAM ADO.-BURDNO F.LP. •FOUND IRON.PIPE O.E .OVERSEW EU>CIRIC LIE RES. -RESE NCE III CATCH BASIN MR. -FOUND NEW P.B. -FLAT BOOK WIN -RIOM OF MAY C.B.S.-OONCREIE BOCK STRUCIINIE LF.[. -LOWEST FLOOR ELEVATION M.P. -PE MYYENT COMRGL PONE SM .SEPION CH. -CHORD DISTANCE LP. •UOM POLE PAL -PACE SLP. -SET IRON PIPE CL CLFM (IQ .MFARIIRED P.OAL -POW OF 8EOB M STY• -STORY C/L -CDM NNIS (AD -REOORD PA -PROPERM UNE SWK -SIDEMALK CONC.-OONCREM Qt it IQ- RECORD!MEAM)RED KM -NOT 10 SCALE LIE. -UINlIY FASEMELIT .. t l- F(A Manuloctuied Budding Plograrn 1040 NOMI)Monroe Sum F)uge90A 111rofle Si nal Tabbassee, Flooda32199-0777. Phone 850 487 1824• Fax;650 414 8436 Ken Lawson,Secretary,,.. Rick Scott,Govemor � r August 22, 2016 Robert Moore Lark Builders, Inc. P.O.Drawer 629 Vidalia,GA 30475 ° a Y RE: Manufacturer Certlflcatlon, ID MFT-114; Expiration Date, August•22,2018 ; •• •••• •••••• YY Y •. , Y Y Y Y Y Y Y 0 • 0 Y 0 0 Y 0 Y Y Dear Robert Moore - - • Y 0 Y Y 1 Y Y • Y YYY•YY It Is my pleasure•to Worm you that Lark Builders,Inc., located at 409 DIXON STREET,NM 0�•• •"`•. ` ` 0000 0 Y 0 Y f Y a 0 d DRAWER 629,VIDALIA,GA 30475, has been approved under the Manufactured Buildings ; Y Prd ram as rovided for under Cha ter S53 Part I Florida Statutes to manufacture Facto`•` s r 9 P P rY• 0 0 Built Schools, Storage Sheds, Manufactured Buildings for Installation In Florida. " " •• • `••••• Y Construction or modlflcatlon on a manufactured building cannot begin until the Third Pirty ••• • `Y Agency has approved the plans In accordance with the current Florida Building Cade. Your Third :•Y Y:. •'•••` Party Agency Is a contractor for the Department and has statutory authority and respAsiblNtTes that.must be met to'malntaln approved status. You may expect and demand quality plans' ."Y'. ' • review and Inspections. •• • 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 ourWebslte.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't.wrw.w:floridabulldiae.orm]for online renewal. If ybu have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414=84.36. Please visit our website at www,florldabuli.dina.ora 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:Professional Service Industries CES QED FES ` T PS! APPROVAL 2017-11-14kh .. fir" coo>=esvrEw •.��E: S*; � ttyyf,, 4 �.�� � y �/;2� YrOlesskN:s!501vN:e L"t✓eWee 174033rd SNee: C[&.do,R.4ft 32879 OEM f mrs Rear.e?ti,�r.!els yy is95NAP-AS.S'S7-76d jkl � • :gran:hLlna.XM:\:rra^IAV.i• ROOF SHEATHING OPTIONS: CODE INFORMATION — BOX RIB ALUMINUM DESIGN PRESSURES �,�_ CODE VERSION ?1' MWUFACTUF,m LARK 9ULDM W4 — 29 GAUGE STEEL AG PANEL ROOF+41.7/-141. BURDMa TYPE— STANDING SEAM STEEL — — CONsmumoN TYPE V-11 —- - ASPHALT SHIGLES WALLS/DOORS/WINDOWS+48.8/-43.9 FERE PROTECTION NOW FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAK •••• 0'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAXI FOR VAULTED ROOF NUMBER �r> .h •••••• •••••• EXPOSURE D AS ENCLOSURE ENCL03ED •• • • • • • 0 INTERNALPRESSURE COEFFICIENT ♦/-418 ••••• • •• •••••• 11APORdNCE FACTOR 7.17 • ROOF DEAD IDAD 70PSF •' • • ROOF INE LOAD 2DPSF OR •0090• FLOOR DFAD'LOAD IORSr ••••• • • VAULTED VAULTED SLOPE ••• • " SLOPE SLOPE �? A .- ROOF Il •000 aLLS00000 • MODULES PER BULDING 1 •••• ••••• HURRIGUIE PROTECnON USACE I No • • • HURRICANE SHELTER USAGE I NO +R • •••••• SOIW?E FOOTAGE 719 SORT,4RSJW a • • REVISIONS • • • • • • • REV �DESCRIPTON DATE BY ••�••• I) 0 • • • • LLJ STANDARD • •••••• SLOPE ••,•••• • • OD > ' D-"Br. MTB 0 Date; 10/16/17 STANPARD !RIDGE N/A O EO 3.5" 20GA. LB-S-lBE-2008 METAL FRAMIM' _ 217 MASa=.IE r�gdrCwprtlLr a iNs.�w sn NO ARE 2.THS as 071if FR TW M ENE%T CONSERWIDN LJ COM 0 1 6" O.C. X. T.IevDR m DErAu FOR PRDPER R6rN1ATON 51ANDARDm.glloDrts m 1EE'°°°e Q SLAPS j 4. �+ N lYu K/2 srs.,VW:Pr As 4STRUCIUIES CWI 400 S4 R"'ARI.INK AN MY W*AW 0001La��L 10BED 049ULL ON-YIE MY mNOe 1wlU UxAI. w T'N PFR RCf11D1�RU WS NDE M WIN"SPECF1CA1.1 L W AteORMNOE tMN i ISMI-L sTDRA"EIROS ARE WT END At TRUSS END WA TRUSS 0190Nm TOR Naw NAM4TON MnN A01 MG OR um X rAs Tea ARE Nm TaDu1.9 m ul' uaaRv OimRc DI>aRe ower sngDums a TN""mia 9.�A6a1mN12'MI?N AC 70041.1W.t(9)NUpMORSES111NpTN MSE MO coW A70NRRN.TpN MIN CNR--AID 1110-�N z W7EM5 Ov T N 9U66.T m M 00011 Iltalf AILD LL. 10. WmAccamANGEIND 1 FLORGA STATE STATUTE 8m8011XN IANN w STaRAGE ONRL8N0S STORAGE SI®WARM M OMNIA a APPWOL OF THE DOWTINNO ARE NOT W"Cl m 149JA2 0 OUR"PRmxT APPRON4f ARE Nm FEDLO O FOR MRDOIh. ODORS on OTHFA J A, V,\CENSE C� W LJ --OPTIONAL PORCH-4' OR 6'—I RAFTERS ARE IN—LINE WITH WALL STUDS (A ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH STATE OF i .C�''•. FLORID LApRpURCOV TURAL REVIE p �.�F •.. P '��'�`�� — _ _ G `L _ AL ED DAT�� 1ii/111111 1%,♦♦ LL_ Matthew T. Baldwin P.E. O Florida License #64608 c Sheet: FBPR-1 OF 7 k F RAN PSI APPROVAL 2017-11-14 --. CODE REVIEW Akahrxlprx!Sunke lnitax Wer %� - ' 1748 33d SJresr Orlando,Ronda 32889 1ta.M..Y,I:.YJ L>:ar :C.F5107W. _.. >ops. .v 7e ATTACH ROOF FRAMING TO " >a Iran-rou lkr•.yr..T�xnr+=+ �.� TOP PLATE OF WALL FRAMING aE�Ns:_rrl,:�:+Er1mn WITH BUILDER 10-16X1 TEKS _ PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. CODE INFORMATION ' + mn rt9xa caDE m CODE VERSION moat Ae[-T mtt Ms MANUFACIUM - WIX euUDER%NC BlADINO TYPE -- --_ CONsmwenDN TYPE V-8 _- FIRE PROTECTION NOW FIRE SUPPRESSION sYsTW Now 3.5"-20GA METAL COLLAR TIE, 4'-0" 2.5"x.5" CORRUGATED ROOF PANELS OCCUPANCY SToRAat *666 LONG ATTACHED WITH (2) #10 SELF FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING ALLOWABLE NUMBER OF STORIES 1 • • SCHEDULE FOR RAFTER AND • 1 AT 6" O.C. SIC WIND SPEED Y-200.48, •••• •••••• TRAXX .C. DRILLING GRABBAR SCREWS EACH SIDE / BRACING SPACING EXPOSURE D •• • •• • • ` ENCLOSURE DCLOSED • • • INTERNAL PRESSURE COMMENT a/-ale • •• ••• •• •• u MPORfANCE FACTOR 1.18 ROOF DEAD LOAD lopm • • • ROOF LIVE LOAD a[wF OR3oa�pE•yO0000 •••••• 3.5-20GA METAL STUDS FLOOR DEAD+= War • •••••• • • FLOOR LINE LOAD 125m •••• 00000 SPACED AT 16" O.0 MAX. •rt'RATIW OF WALLS FLOOR ROOF WA • • MODULES PER BUILDING 1 • •••0•• ••••• MURRICANE PROTECTION USAGE NO •• •• •• • •••••• HURRICANE SHELTER USAGE NO • SEE ROOF FRAMING SOUARE POOTAGE 719 Son • • SCHEDULE FOR RAFTER AND REVISIONS • • 0 0 • BRACING SPACING REV DESCRIPTON DAT BY 000000 ***Goo • • • • • OVERHANG OPTION DETAIL t •• • = 3.5"-20GA METAL STUDS, •• • w SPACED AT 24" O.0 MAX. x J Drawn BY: MTB 3 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR. 10/15/17 SELATTACH F DRILOLINGCGRABBERH STUD WSCREWS 0 N/A m (1) INTO EACH FLANGE " LB—S—LBE-200D t .. 1.1F0 uim Ak9 AREERNOTT Mae OF Me RAN 90 AND ME 2 SEB COM n10Y ME ENIXD'/CaNSDNATIDN a Ima1 T1Eil[ WAOU FOR FWM NSfNWON SHEATHING FASTENED W/ W .Auw7oi"wRa�wuc�l4 Fu x 02 9Ys DWT n #8x1.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO a DMnL' Nn OM 40a so R oaL MW AN or 0000 EQUAL) AT 6" O.C. _ TOP PLAE OF WALL FRAMING Q a wnE m To at Nscum ow sm 1n Dnme rm,1 L WITH BUILDEX 10-16X1 TEKS ly] 7• woo 9 1A�w�a�a&e me uMuuu sFErscanN9 PANHEAD SCREWS WITH #3 DRILL aN AMOMM NTE Wm FBC 1ra91� SWUM SMms ARE IM OE94Nm Ian MV4W NIeRAION MTM A M10a11 AICA f/{m ---___ POINT AT 6" O.C. L" t"nOimY' OmmM�a am1ep1nANwm0.09a04ari "mlie a�AW00W;g K'MRN fBa 1000.1.1.OLX DNW TINT ARE 4W COUA FEET 0.R CN 11 NF ARC Tat u9E N _ r- rAl{AR TO m CNE- W lRl1 F 0.r n�pl�AIC Nm + FFOC�120 l M OOfxl NOWT AIP Maar Iltp{tlWtNm 0I M to N ACMWJ"MW FWK SrAIE STAlU1E B6Ep(III LAM) ' glpnAfL mNmhq/Jp SNa1Q y®W-mm 1 N9GN of AM NO SUMV 10 OW3242 VARIES, 6'-0" TO 13'-8TC'--FRmnCr APFRaM1s AK Ilan Ra1SRED FAIR1al M1•Ap. " N DOORS ON MEN SEE ROOF FRAMING RAFTER AND FRAME SECTION — SCHEDULE BROARCING SPACING ������`1!,�•- 8 q J ����� .•�10ENgF• `���i LLJ � J. i v' 3,5-20GA METAL STUDS SPACED AT 16" O.0 MAX. ° '. STATE OF 4 Ln J �i�.o •., FLORIDA i W // NA1- 0 //11111111%10% OVERHANG OPTION DETAIL ' LL- Matthew T. Baldwin P.E. O Florida License 64608 sheet; FBPR-2 OF 7 PS[ APPROVAL 2017-11-14 00 CODE RE'V1eW „ 174f33Fd Ste!' oll-m,R011da 3233D Fn:x Rwle'.r.!ihara:d OFda N. 1 kSMP.40.Sb!MTG NT�w....' (9ilI:CD yf:lk4]> ^np5:1::'a.H Mxnwgnr.\'!r4n[f,.M�a3. ... ••..sx Pt PE MIZ+ni,UN P=.:345:077 WALL SHEATHING OPTIONS: CODE INFOR nON BOX RIB ALUMINUM COOE VERSION. 2a+>nP.w•wPAIP 000E m — OF RER IAN BUEaER&INC. — TWIN RIB ALUMINUM BUILDING TYPE DUTCH LAPSIDING ALUMINUM coNmuO,bt3,YPE SECURED WITH DUTCH LAPSIDING STEEL SIDING nRESUPPRESSN ww FIRE SUPPRESSION SYSTEM NONE 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) DCCUPAKY SEoRAOE •••• (2)H3 OR EQUAL — $" T-111 WOOD SIDING � SPEED 0108LE NUMBER O` er 717— , .•. •"••• ••••:• — HARDIEPANEL STUCCO AND T-111 SIDING CP05URE a '•*so* • • DOUBLE 3.5" 20GA. 04CLMRE ENaasm HARDIE BOARD SIDING 3.5" 20GA. STEEL �tt3A�PRESSURE COrTIaENr ./-a+e •• **so:* STEEL TOP PLATE TOP PLATE ww Deo Lm lo;, •••••• • POLYCARBONATE GREENHOUSE PANELS •••••• END WALL ROOF UVE LM •••• FLOOR DEAD LOAD !asr • • FLOOR LNE tnAD 12EPEP •••• ••••• R•RATINGDF�q— FLooR R. WA •••••• •••• ••i••• / / / uaoULES PER euEnNo + • • • • / / / NURRwW1E PROfECf10N USAGE NO •• • *so*** / / SOUME FOOTFOOTAGETER USAGE NO � • •• / /. REVISIONS • • • • • •••••• / REV DESCRIPTON • DA BY ••••• • • • 4x4 P.T. POST / / / / •..•.• 3.5" 20GA. STEE BRACE (2) #10 SEIK TAPPINC SCREWS EACHMTB E (1 INTO EACH F GE) / / / / / �• 10/16/17 N/A / LB—S—LBE-200D / LL) yo �W>N•PUN KI AND ARE 2.�aaata coac nc ENDN caauwnoN 3.aro!7o,�-aa«�aE�.aa P�.eEE4w!oN aalwq+ENrs m mac A.NMM FDR mMEwtlCmN K/2 LYP.,ENCFTf n 6.FRUCIIOm OVaI 4m 90.a&.IMK AN ETTIMa U1CIL lUb 000+1 X 4 ONnEliB ro BE N6TMlm OIIEIO END WALL p 7.Fa maatN mm 7m u"WIu srECFl6 m m SIN Aa ...wwN F90 ua .L STONUE am ARE NOt O�1a9Wplm FOR NWAN NOW"VM A nOOROAIr of Lem MAM11 MN"OM[OFlai1IPAQmNlGM7 Oi~711E 201IE t.L� N7 LINTNtT0 t I"K b0 3.5" 20GA. STEEL aaNA NawaN 1ww1 ONE- LZ a M � �To n+E maw Nm„r (2)MITEK OR ALPINE 3.5" 20G STEEL SOLE PLATE N ,� %R:=E���>TW�NI 3"x5" OR EQUAL STU X16" MAX. FLOOR FRAMING g APPIWRAL ,�,q Im,� 00010 011 a111D3 E w e NN T. F— `�LLJ oo %_ICENSE ••� oi ----4'&6' OPTIONAL PORC I V)r AT- 50'-0" MAX. I STANDARD WALL DETAIL O STATE OF r 44/ �Z • � 0�s•FLORiDP:;�`���`� 3Matthew T. Baldwin P.E. tyJ Florida License #64608 cn Sheet. FBPR-3 OF 7 PSI APPROVAL 2017-11-14 CODE REVIEW _ Profaasroe:n?Swvke aNt;oves ��� - CNaritlq FiwMs 9x839 .' n Rmiaa'Rlxs•0 i%Os .. LS CCC AT.u21.6 0.r.- vta c M.0 _ ..... •• •.,�•. .. RPE iRi3T.J,IA PF.A4�iT ........t)li;.3108 CODE INFORMTION ROOF PANELS FASTENEDCODE VERSION WITH 25'-14..75'HWH ROOF-PANELS FASTENED (.INCH. -iublp I¢Etl, TRAXX/1 AT 6.O.C. WITH.25 14x.75"HWH MANLIFACTURER LARK BUNCER96 Na TRAXX/1 AT 6.O.C. BUILDING TYPE 0 12 CONSTRUCTION TYPE v-6 1b 7.5� FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NOW •••• OCCUPANCY STORAGE • • ALLOWABLE NUMBER OF STORES 1 •••• •••••• BASIC WIND SPEED v.-pe,n • , EXPOSURE D •• • • • • • • ENCLOSURE ENOIOSCD•••••• • •• •••••• INTERNAL PRESSURE COEFFICIENT t•/-ale • IMPORTANCE FACTOR 1.10 • • • ROOF DEAD LOAD - IDFSF •••••• 3VE BRACE AT 3'-0' 35'-20GA METAL BRACING, 3.5'BRACE AT 3'-0' 35'-20GA METAL BRACING, ROOF LIVE LOAD xDPg row •••• • • ABOVE FINISHED FLOOR. ATTACH EACH END TO SNDS W/(2) ABOVE FINISHED FLOOR, ATTACH EACH END TO SPUDS W/(2) • • ATTACH TO EACH STUD W/(2)X10 X10 SCREWS.(1)INTO EACH FLANGE ATTACH TO EACH SND W/(2)1010 /10 SCREWS,(1)PITO fACN FIANCE FLOOR DEM LOAD low •••• •••• SELF DPoLIANG CRABBER SrREWS. SELF DRILLING GRABBER SCREWS FLOOR LIVE lII1D I 126FEr y ••(1)INTO EACH FLANGE NOTTE,THIS BRACING IS R n n ON SID (1) MO EACH RANGE NOTE THIS BRACING 6 REOIRREO ON OR ROOF •••• 00000•WAII[(BOTH SIDES OF ESG1rRI • • •••• • HURRICANE PROTECTION USAGE NO •••••• HURRICANE SHELTER USAGE ") •••••• • • • SOMME FOOTAGE 71e SWO OR EAs • • REVISIONS 0•••0• 0000•• 35'20G STEEL 9 EEL REV DESCRIP70N • DAWE BY • • • 016' slugsMAX. SOS •16 D..I Kx.\X •• 0 •••••• WALL OPENING iOR SIDE WALLS ARE ARIES,6'-0'Tb 13'-6` TD BE SII R TO THOSE ARES,6'-0"TO/3'-8' SWR or. Mm END WALL FRAMING OPTION END WALL FRAMING OPTION °otN 10/15/17 N/A ROOF PANELS FASTENED aa.I.WITH ..75'?WIN ROOF PANELS FASTENED LB-S-LBE-200D TRAXX/I AAT T 6'O.C. WITH _ 7 TRA)0(/1 AT 6 D.C. 1.FOUNDA PLANS ARE NOT T'IRT Of TMG PI SET Aro ARE Ljj 1bpU- � \ 7.iM6 OIA�N6��E>�M no..COM6ONgO11 `/ S RF7OS R-0a'IM.[TANS!IDR FWM NSnWA10N 1L4LLJi REOIM m 1IEET GOfi 4.� BER FOR ISE*EL #2 S.YF.,067AT As a STRIMMM DIET 400 SM rL TALL INK AN NP WMAAIU DOOL X 6(KITIOU m E NBTALAD ON-SOE x OTNEre TMIB U AL M O 7.A WN00(ISE� TO�E M IAMMLN SKOF1GigIL! M LIN RR W=WWIT..1EOE.IlL SIDRAM SHEDS E No W 001KING)FOR NULNN HAe1E11O11•TN A MJM MAR[[��W LLTS tt�JW�Ar�I TIO 9pµV1C T1xT ARE NOT REDUIIED m OOILFLY M /� NAtoATaRr RINDBOIME OEBRs YPAcr srANDIROf ar TNF"m1a LL a IN Aco01rAu10E Wnx rx 10OSt.1,MLONM THAT ARE 100 3.5'BRACE AT 3'-0" -0"VAX w sauna RAT aR tm tINT ARE NrtNom EOR 115[N 3.6'-20Cx1 METAL BRACNO, 3b'BRACE AT 3'-0' '-0'MAX 3.5'-20GA METAL BRACING, OONANrnaN Oa-A/o rNARY ARE Nm ABOVE FINISHED FLOOR. ATTACH EACH END TO STUDS W/(2) ABOVE FINISHED FLOOR, w66Y m OODR NDOM of M ATTACH TO EACH STUD W/(2)/10 /10 SCREWS,(1)INTO EACH FIANCE ATTACH TO EACH STUD W/` //10 ATTACH EACH END TO STUDS W/(2) 0_ RBC 2014. R SELF DPo1101G CRABBER SCREWS SERF DRILLING GRABBER SYS. /10 SCREWS,(1)INTO EACH RANGE ,o IN AMORoWOE WRX RLORd SPATE STATUTE e63JN714 tAyM (1)INTO EACH FLANGE rS In 3fOIU(L MIDMea,Yo 510RAY2 SI�6 I.VeNo Tr!INSIONN a Np TMc RRAn .ISR NRED ON a (1)INTO EACH FLANGE 3 r-� APP11gYl ff TE OE.C.AIC NOY SU6RCE m P06Se1x p *ALIS c IRaTN SKIES OF EAYYI CORNtE'RL NO THIS BRACING 6 RET]InRED ON apF tl O1aRnA nImIICT APrROeIIS AIC NOT RlOUICD Halt BROOKS p W I c PROM 1D a OF ATX CORNERI DOM OR OTHM 'n \_%CENgE �Ly�i U) :g — I ARES,6'-0"TO 13'-B" VARIES,W-O"TO 13'-8' Q i : STATE OF i.tu � END WALL FRAMING OPTION END WALL FRAMING OPTION 11�.o'•. Fl p R)D /ONALON��`` i S Q ���llllllll\\ ?> Matthew T. Baldwin P.E. Q Florida License #64608 c w sheet: FBPR-4 OF 7 < � SKID RUNNER SPACING* PSI APPROVAL 2017-11-14 CODE REVIEW UNDER 30' LENGTH 1748 3r/onat Swvtee twr.:wtner. '% 1748 331d SVeet — OHaMO,Ror:a3tR3° SHED WIDTH A B - ra..rR..*.:Rlc a Cid. :i^.Psla7rac a wS �L�:CcsL.cz4,s 6,-0" 15 42 ...� � �,•,�., ..:r«,,,.cz,.,.;"�^'-..:;.• n"nrd.^xnt MRr..yc:":Y.m G MrL'A+ 8'-0" 18" 60" •WIDTH JOISTSIZE* 10'-0" 18 84" 6'-0" 2"x4" CODE INFOR ATION 6'-1' TO 11'-8" 2"x6" OODE VERSION 'm'o, _°",DO,: •A 24" 84" > 11'-8" 2"x8" YANUFAMRER LARK B1ROMMO. BURDMO TYPE 28" 84" CaaTRUMON TYPE v-D *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE RE SPUP�wnom PsysTEt4 w •••• 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL OCCUPANCY TTONGE DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ALLOWABLE NUMBER OF STORES •••• •••••• 40" 84" BASIC"NO SPEED v�RoomPR • ARE INTERCHANGEABLE. EXPOSURE ° •• •• • ENCLOSURE ENCL09ED•••••• • •• • •VALUES ARE FROM END OF JOIST *FLOOR SHEATHING SECURED WITH 2 "X0.1 13" pl1ERNAL PRESSURE ODEFncENT '�-a,e •••••• TO CENTERS OF SKIDS ONLY. IMPORTANCE FACTOR ,,,° • • NAIL (OR EQUAL) ® 6"O.C. MAX ROOF DEAD ROAD ,oPTT •••• •••• 0 ROOF UK LOW OD ROPW OR row Wo • • —0" MAX. FLOOR DEAD LOAD ,ors sees •••• ••••• 1.6 O.C. TYP. FLDOR LIVE LDAO ,zFRY • • a RAnNc ac MLS FLOOR RMF H/A •••• ••••• PER eU=NG • • • •• • sees•• HURRMJJ4E PROTECTpN USAGE NO HURRr-"SHELTER USAGE NO *00000 • • • SDIAARE FOOTAGE Ota SU.—W-Ml • REVISIONS • • •••••• sees•• Q REV DESCRIPTON DAVE BY • - • • • sees•• •• • • • O aRR Br. MTB Dana: 10/15/17 N/A "ls L8–S–L3E-2000 '-44- M ANS AM NOT M Or IRB PLAN SEI NO NE 1�a w-pEpLN�nc nldcY colmRwnW Ld Q 4.a.RpDI Te lO l/EEf COOCIOII PR°P[R MINlATpN FOR 00 u LI R WMN 4E/z 0.11.DEEPr AS TUAM L WRLCOFER 400 S0:R RLL HAVE AN SO'L64"MOR w 6 LRMETa TO HE 0WALLED ON-61M of UMEB TLaa LDCA 7,ALL MD Dona TO M37 THE WAW"SPECFCOVA As a noEDEa MOE X LIN ACMRNJ,2 4OH F°0 I—SNA.%=MUM 9*W ARE No � O l GNM FOR RRUIWAN NMRATON RIM A n R MFA OF PACr �L,HID �yT YOCtN A SIIpROpNE°F°RIS VSTTT[µ°DC04� W 0.W SMAM00[0mR*M I MLs.,.•A"M THAT ME 400 ARE.(IFNr'FOR LBE N N MNARICOON Km1 Olfi Np np_FWLT R=ARE Nm ll m TRe 00011 HEgM AND N'9M RfglRllC(a 01 TI[ LL1 fRIC 0. M ACCO MIRM 4°11 STORAGEmMO30mffisRJR1N9rA,,AN{N K MFl,ML O•IK OOARTMDR MSE NOF SLBKCf 70 4e03e40 ^ (nORpA je5 M<NOT RMU•ED FOR MIUM �10ENsF LLJ (1) % STATE OF 4,j O0 -0�. FLORIDA ���\� P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x60's"*•••••••• • JOIST SIZE, SEE FRAMING S.Y.P. #2 SKIDS 4'-0" OR 6'-0"� ��i /0NAL����� �/1/11111111� SCHEDULE FOR SIZES - OPTIONAL PORCH O_ Matthew T. Baldwin P.E. o0 Florida 2 SKID FLOOR FRAMING PLAN Sheet FBPRLcSe OF 87 N SKID RUNNER SPACING* PSI APPROVAL 2017-11- IzI5KID RUNNER SPACING* CODERSVIEW UNDER 30' LENGTH I * 30' LENGTH AND GREATER Hvhlsrorat Ssrvk:e rneuWes ONm.so'm w.12822 SHED WIDTH A 8 SHED WIDTH A 6'-0" 2"x4' PGroR.tax ttkA,a•O Taa 6'-1" TO 11'-8" 2"x6,. ,cc ASHT...0 der Lsucc..w,:z„c 6'-0” 15" 42" > 11'-8„ 2,.x8" 6'-0' 12" 24" :x•rwTerrn;nt-ry"r.vrn<c AA.n., . r•. PE A,r�e r LL:LIC:.0 i.;C2A36 81-0. 18" 60" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE $'—p" 16" 32" - 10'-0" 18" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 10'-0" 20" 40" CODE INFOR TION DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND CODE vERsO" >a)ALAIY•Rasp SO[•a 1 1'-0" 24" 84" ARE INTERCHANGEABLE. 1 1'-0" 22" 44" FAc1uRER URN BUDma ora BUMWO TYPE Rml�loam MW- ll.-811 28" 84" 11'-8" 24" 46" coNsnatcnDN TYPE v-e 13'-0" 36" 84" 13'-0" 26" 52" �PRPPRESSN Alai • FIRE SUPPRESSION ss1EM NONE 0900 ANCv sracAx . .... ...... *FLOOR SHEATHING SECURED WITH 2J"XO.1 13" ALLOWABLE NUMBER a STORIES t, . • • 40" $4" PEED v.-21ftl .1 • NAIL (OR EQUAL) ® 6"O.C. MAX 13'-8" 28" 56" BASC WINO SE>�SURE O , • • ENCLOSURE Dgxo O • •• •••..• *VALUES ARE FROM END OF JOIST *VALUES ARE FROM END OF JOIST WnRNAL PRESSURE COESRC"T ./-ate•..••• e • • TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. IMPORTANCE FACTOR 1.13 ••..•• ROOF DEM LOAD IOPW 0000 • • o'—O" MAX. ROOF LIVE LOAD =pv on30qpjW 9 • FLOOR DEAD LOAD tow •••• ••••. 1 6 O.C. TYP. FLOOR LIVE LOM 12&W 000000 • • tR"RATING of WALLS,FLOOR ROOF wA • • • • s MODULES PER BULGING t •• • 000090 HURRICANE PROTECTION UWE Na • HURIMANE SHELTER USAGE Ama • • SQUARE FOOTAGE Ta SWAM Liss • • • � REVISIONS 000,11104110 Q REV DESCRIPTON • DATE BY • • "Sr. MTB Deas 10/16/17 N/A LB-S-LBE-2000 t.FOUm r ARE NOTPAWa TM Pw Srr AM ARE 1 gCTgN Of CWGE1F1pf. LNC EN[R01'CONSCIIMMIIW w a FRO oRAaS IDII PNOM WMLLA GN 2 . Gas ro Ear tmE. A.ALL FLR mNsrtatOroN ARL R 1 arr Da7Ff AS NOTM --- ------ ------•.-- --_--- W a smuclwE�Dan asrAr.Luo tan rT.WLL HAVE rn ao•4NW.M oom �. GI-TTifE er OIAaRS TN,w IDOL T•,�PSL n n°oA To na V""sPEcnotm" x LIN A=D'*a Not=r•c 1ULi_%SnWac pl=An Nor aR6W9TI.nLp I9GpTLYIKIINMI NAaRA1GN ATrAI A REGI O<LES raO'�la•MN m own YP srumAxna OF nI�"Z m TBG e.IN ApplmWtl ypM Tac foae.t.tHNB�NxGLnnnsmltsmTOHpv amt Too CONANnnION MTN*4 iiYm- rlaa+MYENis OAF M s+atcr ro THE ooa,IOGXf ANNoo R[YOns L LJ to 2014. 0/ 't�ml RORu sMTE STAttr1E Q A"W aOalSN6 Nm SIOIEAQ SAWr M li1A>XM MM d APPIm v THE DFTATRIIENf A1C MIT OW'PO T To k151JA2 Ln DOM ON ONER APPnoaus Aa Am awao TOR•�Ioova - — - - - LLJ V\GENSI�. Ld Q <1 H • � � L _j I p STATE OF ---------------_L �I. I I I I I �I �I I I �I �I I I �I I I 1 . 0%. P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 �I i FS '"...........• ''NG���� JOIST SIZE, SEE FRAMING S.Y.P. #2 SKIDS 4'-0" OR 6'-0"—__] //�`S/ONA1- SCHEDULE FOR SIZES LOPTIONAL PORCH 1111 0 Lr- Matthew T. Soldwin P.E. OFlorida License G4608 2 8c 3 SKID FLOOR FRAMING - PLAN c � SheSt: FBPR-6 of � iso PS! APPROVAL 2017-11-14 ,:.. CODE REVIEW ELECTRICAL NOTES: o Pr 00'r0Aat 3—k.rrtHrrafriaF trsa ttre svaat Orrarwo,Fionaa328" 1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. — — °:"� 2.FIXTURE LOCATION AND TYPE MAY VARY ..4IV P 6. 3.PLASTIC OR METAL NEW WORK" OUTLET BOXES 4.20A GFCI OUTLETS 5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. 6.ALL SWITCHES TO BE AT 48"-52" A.F.G. 7.FLUORESCENT &.LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING CODE INFOR TION 8.ALL OUTLETS TO BE GFCI CODE VERSION mlT nMW alllraNa MCO¢O[tl 9,THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT m O1 AtE_1 Il WAWFAMRIER WK BIIKDEIM INC DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. ��M WK COI$IRUCIION TYPE V-B WINDOW HEIGHT, LOCATION �SUPPKSSION SrsrEM NPRarWIION OW •••••• AND QUANTITY MAY VARY OCCUPANCY aoRAeE ••.• •••••• AND ARE OPTIONAL ALLO'WAME NUMBER OF SrorDES I • RAM MND SPEED V"-20O 0 •• • � EXPOSURE. D 0000• •• • • f •• 0000•• ENCLOSURE CttMDSED • WDERNIL PRESSURE COEFFICIENT- t/-ate • • • 1~4=FACIOR 1.te •••••• ROOF DEAD UMO IMF •••• • • ELECTRICAL SYMBOL KEY • • ROOF LIVE LOAD 2MV OR 3011110WO UXD .... ..... FLOOR DEAD LAID IO/SF . . FLOOR UNE UMD In.- *00* ••••• / \ I _r RATING OF AILS.FtOOR ROOF WA '••' •••••• I 1 V HURR A PER BUItWNG t • RECEPTACLE MIARRICANE PRDIECrIDN USAGE M ...... • / G.P .5" METAL STUDS HURRICANE SHELTIE USAGE M • • • • \ SOUARE FOOTAGE Tw Mt tEes • f ^ ACED C. MAX .0000• 0000•• ��(`i ry O.C. AX REVISIONSTO . . • 0 • 240V ri REV DESCRIPTON DI4T BY •••••• - 240 RECEPTACLE " ' • . . SINGLE POLE SWITCH co \ I ITB THREE WAY Dd.: $R SWITCH SEE VARIOUS END WALL \ SEE VARIOUS END WALL §a10/16/17 Nin FRAMING SECTIONS FOR FRAMING SECTIONS FOR CEILING MOUNT WALL AND DOOR FRAMING WALL AND DOOR FRAMING w LB—S—LBE-2DOD ui > FM M IDN%ANS ARE Nat PMR OF M6"SU AM ME Y LIGHT FIXTURE N Z V � w Q 3�--pD'1N OR�Idl Plp[R f6fMlAlgN WALL MOUNT > X ,M�`ila Fa aoNSDaenoll��A:aYF.,Darr q Qa SrRI CRM OM 4W ri R.WIL MW M 00•ww"DDDR. l=M BE MSTAULD ON-BRE M onAre tllrla Iau1. LIGHT IX m T Z "a""%.X.DaD r� a M AamMMIC[MM MC 1a0a.I.L sf,,V J:EIKAMIDgqS/A�An Mr L.L DEB•MIM FMI MIAIAN IMerat04 VIM A nDDRCa40.Tr M Tcav=Dm YPAeWa B of tx�'sma FLUORESCENT \ / \ QIMT MC 1 10 L 0 SWM*=IBC Dat.I•IMU*GS 00 LIGHT FIXTURE " AK rN=bi r\ ���fllE DDMI MDMA JUNCTION BOX APPWOMC 4MSUL Q M 1e53M2 ("m DOORS�P MPRorm ORyS AIC mar RCM141ED FOR*EMOft Ljj1,7JJ OCENSF WP OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM J EXISTING POWER SOURCE LL.I p t STATE OF i A FLORIDA :'�4C, -Z 0•-0" MAXIMUM BUILDING LENGT J �//FS '•.. 'C�\��� Q //� 5'0,......`E� NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY '"'I'111 11110``` I— Matthew T. Baldwin P.E. U Florida License #64608 LLl c ; Sh— FBPR-7 OF 7 uo 00 cD Do TABLE 2A — 165D/170C TABLE 2B — 140Cj 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING MAXIMUM ANCHOR MAXIMUM ANCHOR SHED WIDTH SHED WIDTH ' SPACING SPACING n TIE-DOWN STRAP ., :.. a ...: .. . 71E- STORM BOLTED THRU (1)4.4 SW/2 ON 8•WIDE OR LESS. UP TO 16'-O" 10'-0" UP TO 16'-0" 10'-0" FLOOR JOISTWrtH 1 2'GRADE S (SEE NOTES) / (2)2x6 OR(1)4x6 P.T.SW/2 SKIDS BOLT MMIMuM WITH WASHERS ALL ELSE(CAN BE SET ON GROUND). TYPE 1 TYPE 6'-1"TO 20'-O" 8'-0" 16'-1" TO 24'-0" 8'-0" 71E3 ANCHOR STRAP BOLTED 7D TYPE 3 ANCHOR WYNORRNN 1/2•GRADE 5 30•DRIVE 30'RICER 1/2•x3'(4.000 L8.)CONCRETE BOLT MINILIU4 WITH WASHERS `ANCHOR ANCHOR WEDGE ANCHOR WITH WASHER FOR ROCK/CORAL FOR SOIL/CLAY ! 0'-1"TO 24'-0' 6'-0" TABLE 1 A — 1 20C CODE INFORMATION 110 zo s ea Fa,& a. n WEDGE2A H(4 WITBM u CONCIqEM E1 'l l ANCHORING TO CO CR twE vvOpN mH t1C ez alts te.A n D TABLE 2C — 120CMAHIFACNFIER LAW 9ULDM (TMPE :a •' TYPE 3 TYPE 2B 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR ��� EXISTING 4'CONCRETE _ ANCHOR — _ 30'AUGER- MAXIMUM ANCHOR SPACING _ EXISTING 4'CONCRETE- WITH EXPANSION ANCHOR SHED WIDTH SPACING BUILDING TYPE 1MOOM S10"'� BOLT FOR SOIL/CLAY 24'-O" 6'-0" CONSTRUCTION TWE V-8 0000 TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 20'-0" 7,-0" FRE PROTECTION NONE • 0.400• 0000•• FRE 91PPRESSRIN SYSTEM NONE • • • • 16'-0" 7•-6" OCCUPANCY STORAGE :00 •• •• • ALLOWABLE NUMBER OF STORIES 1 000000 • •• 0000• •• 14'-0" 6'-0" BASIC WIND SPEED AIX-+2•ELA• • • • TIE-DOWN STRAP BOLTED THRU 12'-0" 9,-6" EXPOSURE GN •••••• FLOOR JOIST W IN 1/2'yyRA�5 (+)!x4 SW/2 ON B'WIDE OR LESS (1)4x4 SW/2 ON e'W9DE OR LE55. ENCLOSURE •••• • • I/2•x3'(4.000 LB.)CONCRETE 2x4 SOLE PUTS(NATURALLY BOLT MINIMUM WITH WASTERS 2)2x8 R(1)4:8 P.T.SW/2 SKIDS (2)2.6 OR(1)4.6 P.T.SW/2 SKIDS • • T DURABLE W000 OR P.T.) (NUT k BOLT OR 11G BOLT) ALL F15E(CAN BE ST:Y ON ROUND). TE-DOWN STRAP SECURED ALL ELSE(OIN BE SET ON GROUND). 1 O-O' 10'-6" INTERNAL PRT3RVRE COEFFICIENT a/-0.te•••• •••• ••••• WEDGE ANCHOR WIn1 2'WASHER 1 4 7E-DOWN STRAP BOLTED TO TYPE WmN(8)IOD=I.5'NAILS IMPORTANCE FACTOR 1.16 100060 • • GRADE a ___—_ 3 BOLµT YUIIWDUHM I/Y GRADE a 8'-0" 12'-0" ROOF DEAD LOAD IOPW • • •••• ••••• _— 1A WITH WASHERS • • • • J_ 1/2'x3•(4.000 LB.)CONCRETE 1•/, 5/8'=30-EARTH ANCHOR: .,,., 6'-0" 12'-0" ROOF LINE LOAD }ypyf OR SOA p►(T LyiO •• • 000000 I,�t AUGER MU FOR SOIL/CLAY, ,.I FLOOR DF/D LOAD tOv9••••••• • EXISTING 4'CONCRETE WEDGE ANCHOR WITH U NEL a DRIVE STYLE FOR ROCK/CORAL TABLE 1 B — 140 C FLOOR LIVE LOAD SSFSE• • • • •••• • . •• 'R'RATING OF WALLS,FLOOR,ROOF WA •••••• LOPFIONAIANCHORING TO CO CRETE • EIOSIINf.4'OIINCRETE CONCRETE SUPPORT PAD A D)(P.T.S WOOD. MAXIMUM ANCHOR MODULES PER BUILDING 1 • • • 000000 CONCRETE BLACK OR PAD)SPACED SHED WIDTH HURRICANE PROTECTION USAGE NO • •• • AT e'-O'MAX. SPACING • • • • • HURRICANE SHELTER USAGE ND 24'-0" 4'-0" •• • 60LIARe FOOTAGE iu sosr.OR etss 20'-0" 5'-0" REVISIONS REV DESCRIPFON DATE BY TE-DOWN STRAP BOLTED THRU 16'-0" 5-6" 1 AMM Tn•E za EARTH ANOM AWO 140 NCT OPE. 1~5 Rhe 2=4 SOLE PLATE(NATUMiLr FLOOR JOIST WWrtRmH i/z'GRADE s (i)4.4 SW/2 ON 8'WIDE OR LESS. 1/2-W(4.000 LB.)CONCRETE S (1)4.4 SW/2 ON 8'WIDE OR LESS BOLT WIN IMUM WTIH WASHERS )2x6 R(1)4x6 P.T.SW/2 SKIDS2 AOOM L'WA=SETUP.AN W NOBS 2/10/14 MIB WEDGE ANCHOR WTTH 2'WASHER DURABLE WOOD R P.T.) (2)2x6 R(1)4x6 P.T.SYP f2 SKIDS 14'-0" ALL E15E(CAN BE SET ON GROUND). (HLT+k BOLT R 2jYM.BOLA jA. ALL EISE(CAN BE SET R ROUND). 3 AMM 3/16'OALMMN@D MAetE 6/16/11 1hB- -��- 71E-ppV S RAS R 3/16' ^ ff 4 AODM NOTE 11 ON STACOM ROM e/DO/1/ MIB YI GALVMAZED STEEL CABLE r ' rlr7J� 12•-�" 7•-6" _ 4 —_�I._— (SEE NOTES) 5/B' /30'EARRI.ANCIOR w � Il s,YLE 10'-0" 8'-6" Oven By OQ A �OPTgµLL REINFORCED 1/2'x3'(4.000 LB.)CONCRETEm FOR Shc,/CIAY�gaVE STYLE li tl S 1 , _CONCRETE.FOUNDATION WEDGE ANCHOR WITH 2•WASHER (��ROCK/CORAL 8'-0' 12'-O" DPM. �• :.4. __ •'• _ ... 8/11/15 - .. EXIMING 4•CONCRETE R OPTIONAL 6'-0" 12'-0" N/A EXISTING 4•CONCRETE SUPPORT PAD(P.T..WOOD.CONCRETE LOR BLOCK PAD)SPAS AT W-D'VAX. TABLE 1C-165D/175C LARK BUILDERS ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR 2'WIOE 11 GAGE Sim t' SPACING E�TTNRU.M. FLOOR STRAP ((1)4x4 SW/2 ON 8'WIDE R LESS. (1)4x4.SYP/2 ON 8'WIDE OR LESS. RE-DOWN STRAP 24'-0" 3'-6" WITH 1/2•GRADE 6 BOLT (2)2x8 R(1)4.8 P.T.SW/2 SKIS TIE-DOWN STRAP BOLTED TO (2 2x0 OR(1)4x6 P.T.SW/2$IODS (SEE NOTES) (+ 4x4 SYP/2 ON 8'WOE OR LESS WN MUM WI H WASHERS ALL ESE(CAN BE SET R ROUND). ROUND ANCHOR WITH 1Y//(�2EH'1 2.5 OR (NUT k BOLT OR 2,1'UG BOLT) GRADE S BOLT MINIMUM AN ALL E1HE(CAN BE SET ON GROUND). r(2 ALL ELSE(CANI BE SET ON GROUND). 20'-0" 4'-0" WASHERS.ALSO CONTINUOUS AND TE-DOWN STRAP BOLTED TO ATIACHD TO GROUND ANCHOR NO ANCHOR WTIH 1/2'RADE ON OPPOSITE SIDE 6 BOLT MINIMUM WITH WASHERS 16'-O" +/2•x3•ANCHOR ITN *WASHER ,. 5/8'x 30'EARTH ANCHOR: I`(t 3/8'x 30•EARTH ANCHOR: WEDGE ANCHOR WITH z'WASHER H,.1 AIDER STYUE FR S5O�LA/ Y I,�I AUGER STYLE FOR SOIL/CLAY �, 14'-O" .: , DRIVE srrLE FDR RO V.RRAL . . -.. RINE STYLE FR ROCK/CORAL 1XI �III►I I I II // OPEIONAL SUPPORT PAD PT 10'-0" 6-V �`-`�0.00 ••• ELSTINC 4'CONCRETE I PM(P.T.WOOD,CONCRETE BLOCK OR (•. 0• Z \\ ; %%�G/ PAD)SPACED AT 8'-0'MAX. CCONRETE�R PAD)SPACED 8'-O" \\ W.1,CEN$`C•• TIE--DOWN -DETAIL-S s'-o" 1z 64 -0" 1. ANCHOR SPACING IS DESIGNED,AS P�7. --- z 2.. ALL MEASUREMENTS ARE CENTER-TO,-CENTER. i 3. TE-DOWN STRAPS TO BE MINIMUM41 x'0.035'GALVANIZED STEEL, FEDERAL SPECIFICATIONS OOS-751-H,TYPE-1. FINISH-B, GRADE-1. TIE-DOWN STRAPS O D CONNECTING HARDWARE TO HAVE 4,725 L8. MINIMUM ULTIMATE CAPACITY(3,150 LB.x 1.5). •;• STATE OF 4 4. ALL EARTH ANCHORS SWLLL HAVE"A MINIMUM 4,300 LB.CAPACITY. 5. EARTH ANCHORS LOCATED AT EACH-CORNER, MAXIMUM 16'FROM END (4 MINIMUM PER BURRING),AND SPACED AS PER TABLE 2A.B.0 DEPENDING ON SHED WIDTH,WIN ANDiSP�AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. U i�T•'•. F�O R 10 P ;�•��\� 6. CONCRETE ANCHORS TO BE,SPACED AS PER TABLE 1A,B.0 DEPENDING ON SHED WIDTH, WIND SPEED.AND EXPOSURE \ 7. CONCRETE ANCHORS TO HAVE'A MINIMUM OF 4'COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). N Z ///t•SY"•'••.•••••••• B. MINIMUM SOIL BEARING CAPACITY IS 2.000 PSF(TYP.) - -10.CONCRETE. EARTH CHORS BLOCKS CAN,BE RETE ANCHORS MAY OPTIONALLY CAPPED BE USED IN CONJUNCTION WITH APPROVED ABS CAP BOARDS(OW�ET'RTMTECHNOLGIq IRS M Do ELJOTICBANG IS FIO, OTICB2 OLLOWED R EOQUIVAACH L MOR TYPE. _ _ �- /////'��N i; 11.HOLLOW R SOUR CONCRETE BLOCKS(8'4'067 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48'"OUT REINFORCING. LLJ Matthew T. BaldWin P.E. V _-------- -._. �r � Florida License #64608 < Sheet. AP-1 OF 1 � �aJ � vu�0 �3 �I�� 0V001132875 �I��M