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RC-18-461Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. RC-2-18-461 Permit Type: Residential Construction Work ClassificationShed Permit Status: APPROVED Issue: Date: 4/2/2018 Expiration: 09/29/2018 Parcel Number Applicant 347 NE 104 Street Miami Shores, FL 1121360130120 Block: Lot: JOAQUIN FERNANDEZ Owner Information Address Phone Cell JOAQUIN FERNANDEZ 347 NE 104 ST MIAMI SHORES FL 33138-2017 Valuation: Total Sq Feet: $ 2,100.00 96 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: ,Bond Return : Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: NEW SHED Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $100.00 $45.00 $9.00 $2.40 $162.80 Pay Date Pay Type Invoice # RC-2-18-66538 02/22/2018 Credit Card 04/02/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 112.80 $ 112.80 $ 0.00 Available Inspections: Inspection Type: Slab Final Review Building Review Planning Review Structural 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 certi - a the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F ermore, authorize the above -named contractor to do the work stated. Authorized Si / Applicant / Contractor / Agent April 02, 2018 Date Building epartment Copy April 02, 2018 o vo c\e/ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING \7 r) FEB 2 2 2018 BY: FBC 20(16th Master Permit No. W. 18 — 4 h Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL DPLUMBING El MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRA OR DRAWINGS JOB ADDRESS: 2417 WE 104-s+ a s dw,C City: Miami Shores County: Folio/Parcel#: I I -7- I J C -013-01a0 Miami Dade Zip: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): -3o ac (J t ('�v��_ The ( n tfil z Address: 3 41 kJ J O `f" S f "yl t ift1C s aywo City: (AM 6144/' Sho CAS State: ¶ LOIi A Tenant/Lesseeflame: Email: e j o aco (a ne . corn NO FFE: phone 30S 1 O 1 ¶L 136 Zip: q13 `` Phone#: N nt — — CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: WOO- T� City: State: Zip: Zip: Value of Work for this Permit: $ U 0O - 0 t/ — Square/Linear Footage of Work: (16 Type of Work: ❑ Addition El Alteration El New Description of Work: NC\J) al-Cd ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $SCE pa d Permit Fee $ (b V CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 - G DBPR $ 2 ' W Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ ( 12 - SD (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 � Signature OWNER or AGENT CONTRACTOR The foregoing instru t was acknowledged before me this The foregoing instrument was acknowledged before me this 2 L. day pfl iU G t , 20 ,a, , by day of , 20 , by k fn U •i'tl 'Ct C who is ersonall known to who is personallyknown to u., P Y e or who has produced �il vP r ['€SS1 as me or who has produced as identificat . n an. ho di • _ - - n oath. identification and who did take an oath. NOTARY ' BLIC: NOTARY PUBLIC: Sign: Print: Seal: Ghae 4:4;ci-e) •Ia+YPY'••, �ANADYPRIET� MY COMMISSION#FF214031 a EXPIRES: March 25, 2019 i oc i�-' Bonded The Notary Publ. Underwrlt r ********spasariilt:9t _************************************* **************************** ;,�,,,._.,,, *mew ,.,.r. _ APPROVED BY ' j I , Plans Examiner I rn� Sign: Print: Seal: 340 GfK Zoning oil( 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 ,.c OWNER BUILDER DISCLOSURE STATEMENT NAME:' oo1eS2v02/2-'/, 2�`'A A4e-2- DATE: ADDRESS: 3 '7 r-N /_ cti S i • psi49111 i s.rAwvl, rc. 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. I 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 J r 2. I 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 Sr 3. I 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 1f 4. I 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. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial le 6. I 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 .,f 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I 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 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial �l 10. I 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.html Initial I 11. I 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: y 7 (t/E / y 3-7.. r4f,4 1 /�r-4 L r5, / 33 / 58 Initial 12. I 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 worker's 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. n�1 Was acknowledged before me this 2 2 — day of rt0,444/"' , 20 /3' By ffPq&i'- ARAI"— who was personally known to me or who has Produced there License or b``\N'4 ' i C•Yl S`& OWNER -aa identification. NOT Py' YANADY PRIETO c, ; MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 r.11,', Bonded Thru Notary Public Underwriters Property Search Application - Miami -Dade County OFFICE Summary Report Property Information Folio: 11-2136-013-0120 Property Address: 347 NE 104 ST Miami Shores, FL 33138-2017 Owner JOAQUIN L FERNANDEZ Mailing Address 347 NE 104 ST MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,656 Sq.Ft Living Area 1,320 Sq.Ft Adjusted Area 1,488 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $103,565 $103,565 $103,565 XF Value $44,016 $44,484 $29,370 Market Value $378,219 $346,056 $296,829 Assessed Value $229,712 $224,988 $223,425 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $148,507 $121,068 $73,404 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 31 52 42 MIAMI SHORES SEC 5 PB 10-47 LOT 19 & W1/2 LOT 20 BLK 117 LOT SIZE 75.000 X 123 OR 18730-1492 08 1999 1 Page 1 of 1 R Generated On : 2/22/2018 Taxable Value Information 2017 2016i 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $179,712 $174,988 $173,425 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $204,712 $199,988 $198,425 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $179,712 $174,988 $173,425 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $179,712 $174,988 $173,425 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/22/2009 $280,000 26959-3160 Qual by exam of deed 08/01/1999 $144,000 18730-1492 Sales which are qualified 05/01/1996 $105,000 17212-1212 Sales which are qualified 04/01/1991 $87,000 15002-3394 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: http://www.miamidade.gov/propertysearch/ 2/22/2018 NORTH 7 50 LOCATION MAP Scale: 1' = 100' 6 so' Bloc -117- 5 4 50 50 15' Alley 3 so' 2 SO 50' 18 50 It 21 sD 22 SO' 23 50 24 52.07J Miami Shores Village APPROVED ZONING DEPT BY DATE 35 ^I DG DE PT 3 — � - IWEc — -—104th- - — -STREET— - - LEGAL DESCRIPTION: FOLIO: I T-2136.013-0120 LOT 19 AND THE WEST 1/2 OF LOT 20, BLOCK 117. ' AMENDED PLAT OF SECTION No.5 OF MIAMISHORES', ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK 10. AT PAGE 47. OF THE PUBUC RECORDS. OF MIAMI-DADE COUNTY. FLORIDA. PROPERTY ADDRESS: 347 N.E. 104th STREET, MIAMI SHORES. FLORIDA 33138 FLOOD ZONE: 'X' COMMUNITY: 120552 DATE OF FIRM: 09-11.2C09 SUFFIX L PANEL:0302 ELEVATION: N/A GENERAL NOTES: I) LEGAL DESCRIPTION PROVIDED BY OTHERS. 2) EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY. AFFECT THIS PROPERTY. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) UNDERGROUND PORTION OF FOOTING. FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. 6) WALL TIES ARE THE FACE OF THE WALL 7) FENCE OWNERSHIP NOT DETERMINED:' 8) BEARINGS REFERENCED TO UNE NOTED AS B.R. 9) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 11) NOT VAUD UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. 12) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 13) ELEVATIONS IF SHOWN ARE BASED UPON N G V.D. 1929 UNLESS OTHERWISE NOTED. 14) THIS'S A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. 15) THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE Of THE ENTITIES NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. 16) BENCHMARK: N567 ELEVATION: 10.54 FEET CERTIFICATION' S RVEYOR'SCERTLFICA SURVEY IS A TRUE AN UNDER MY DIR IO.'. STAND. SET ES. E A SEiEI 6T1/A EC D' PROF ADMEN N: I HEREBY CERWY • RECT REPRESETO T IS COSIPLIES WTIN BY THE STATE OF ' .AND ?CAPPER 'RS'AN TO SE C SIDSRD MKY/EL NOT J I/AU tR A MEN ELEdTRO SEAL AND/OR TI S M RIGINAL RASECTALOF A N. AT N NB\ •RIDA {APTE ;I01-lTA "BOUNDARY OF SURVEY PREPARED :MTECTLNKAL ARD OF 31-17.631, FLORIDA . FLORIDA STATLTES. THE FIRM OP FLORIDA E,- IRONIC NA'IT1RE NO MEDICATED 4P NOT VAUD EMEHOUT E GNATURE AND 'CENSE SURVEYOR ANON, - 3 Jr� 3-7Q/(? MAP OF SURVEY Scale: 1' = 20' .. L� `4I O COMPLIAN( WI fH.AL� CERTIFIED TO: JOAQUIN FERNAN ABBREVIATIONS ANtit-WEND: A/C CONC. (M) (R) (C) R/W E. PB. PG. CI, N. S. W. D R CH 0/S ID. 71, -DENOTES AIR CONDITIONING UNIT =DENOTES CONCRETE -DENOTES MEASURE =DENOTES RECORD -DENOTES CALCULATED -DENOTES RIGHT - OF- WAY =DENOTES CENTERLINE -DENOTES IJTIUTY EASEMENT -DENOTES PLAT BOOK =DENOTES PAGE .DENOTES CLEAR =DENOTES NORTH =DENOTES SOUTH -.DENOTES EAST -DENOTES WEST -DENOTES DELTA -DENOTES RADIUS -DENOTES ARC LENGTH -DENOTES CHORD LENGTH =DENOTES OFFSET =DENOTES IDENTIFICATION =DENOTES WATER METER =DENOTES WOOD POWER POLE - -DENOTES WOOD FENCE DENOTES CHAIN UNK FENCE =DENOTES IRON FENCE -DENOTES OVERHEAD WIRES 0 =DENOTES FOUND IRON PIPE (NO ID.) ALL BEARINGS AND DISTANCES SMOwN HEREON ARE RECORD AND MEASURE UNLESS OTHERWISE NOTED. MIGUEL ESPINOSA LAND SURVEYING INC. PROFESSIONAL SURVEYOR AND MAPPER 7700 NORTH KENDALL DRIVE, SUITE 306, MIAMI, FLORIDA 33156 PHONE: (305) 262.2992 Original Date: 02/06/2018 BOUNDARY Field date: 02/06/2018 SURVEY ReVlslOn Dote: 02/06/2018 Drown by M.F. L.B. No- 6463 Job No. S-12740 _"uz pe o td. 0.16' Found 112' Iron Plpe No Id. It) CO D ,Alley . 9 4 Asphae I, A T' n n1C l CS9°;0,47'E LS (J •1 . • 0.20'•.I <_ c1 1_..., wa°° Fens / e c \ T nd51ar •: • • P I) 6' Neh �4. i • k•, " Pipe • 1 • 1.65' 6O. R 096 •` T q I I is • • •'^bde Id. 4 •y.. •• I • • • •• m• }• •••. • cc•• I. o•• • - 1 ;`'gs <• • ° i.••z•- • , • I • o• • ,•, • I Pip 330' Heater 40 y �C., • • 2 A/ n Q • R 6.D C] �3 . IO_3.3� O `+ z 28 0 o 29.15' :a z I rn R p o U t 12.60' I � c W b m / I O C T•STORY-BUILD�NG I = • 8 C) Residence No. 341 g ° . F., F.F. Elev. 12.41 Fb Q 22.95' I 3' 58 • • S• •• - B.D 12.60 - 13.50--- 21.5' Parkway Z 0.40' " AMENDED Found 1/2' Iron Pipe No Id. 251X7 75' TOTAL R/W NORTH • • • • • • •� • • 262.07' JA�� N90'00'001W Y (Basis Bearing) (Assumed) • 3und 3n PI • • ••• • • • ••• •• •• •• •• • •• •• • •• • • • • • •• • • • •• • • ••• •• • • Busi es' I Pro ss nal • • • • • , • • • • • • • • • • • r,.'— .!+iii''io • • • • • • •• ` L • • • • • • • •--•---• -•-•- -.--- • ••• ••• ••• ••• • Ken Lawson, Secretary,. •• • • •• ••• •• • • • • • • • • • Robert M• oore • • • • • • • • • • Lark Builders, Inc. P.O.Drawer 629 Vidalia, GA 30475 FLA Manulaciured Bolding Program 1940 North Monroe Street Susie 90A Tallahassee, Fonda 32399-0712 Phone 850 487 1824. Fax: 850 414.8438 August 22, 2016 RE: Manufacturer Certification, ID MFT-114; Expiration Date: August 22, 2019 Dear Robert Moore It Is my pleasure to inform you that Lark Builders, Inc., located at 409 DIXON STREET, P 0 DRAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Factory Built Schools, 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. 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 (ww;w.I of1dabuildlna ortg) 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,fioridabulJdlpura 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 Rick Scott, Governor wp 'IfWnYtlx/1 CODE RENEW 11010110e0 Ron R.I. Richrde0 `CC e510110 L0ICCCa10110 NOstnem,.tnner rittvC won a FE 000.1.5 PE 041011 LSUCCC"1000 ROOF SHEATHING OPTIONS: - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES e co FO v, w • • • • • • . • • • • • • • • • • • • • • •:• •• I- OPTIONAL PORCMS-4' OR E6'--1• • • • • .... • • •.•. PSI APPROVd1L 2017 11 14 S + RUCTURAL REVI APPROVED W DAT 1 DESIGN PRESSURES ROOF +41. -141.8 WALLS/DOORS/WINDOWS +48.8/-43.9 50' 0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF 1 II I 1 I I VAULTED SLOPE VAULTED SLOPE / . 11 1 I tIED RIDCfl I STANDARD SLDPE I I I r N._ STANDARD : Q RIDGE • • • • • • • • • 1 • • • • • • • • • 3.5" 20GA. METAL FRAMING ® 16" O.C. MAX. STANDARD SLOPE •• •..e •. • END WALL TRUSS END WALL TRUSS . • • • • • • • • • • • • • • • • • • • e • • • . 111 Mk Is . ..•.. • •• •• • • • • • • e • • • • • •• • • • • •• • • • • • • • • • ROOF FRAMING PLAN RAFTERS ARE IN -LINE WITH WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH OZC YGrON CODE INFORMATION =T:':dr: ` Um EMMA Mo. 1110010 Ten 021n nemN TYPE w r1. 11016n•N rat eurram•d1 rmW 101 oxL.NFY AUO•I•E 0111101 or SCOW =Orr 0 DICID•et �rrWn,: DOor.rM) rPO1or SWOT. .h ul L. POOP rein 1D0 ts� rrOr DIE LOAD S•• ON 0 r01O 1a. neon 0E40 ID/D 1•r now 1/1 onO0 Or 00W DANS FIZIE r0or 11•I =RWEC1.111WDE SIELTEN OSa No W l01Wr WWAOE 10 ion r1 la REV REVISIONS DESCRIPTOR DATE HY - STEEL LAPSIDER BOX EAVE I- 0 O WON* T. ElakIven P.E. Floorldaa Oconee 045011 O ven er O de 1.1 0010 MT. 10/15/1Y LB-S-111E-200D Ns E. NB PA sr No Sc a ■i E Orr 0011111 oY RI 100 e11010011 00 L�aDSSr1 p a �00110 ‚Si. 0 P ID?. ssv 10 ).�N. lr 1, nr W0000.:ORAIDOr. tar oy��Rox �ep�y�R,YC IplYRf 10 sin.t FBPR-1 OF 7 qu7LIlAt CODE REVIEW Iroln.lonel ServK.4 .04.. 17NITl..a, OrlaSo, llo 1.A]a1 Pyn:P ss WcMNCN, cLC,6101&6 94,45.9M06 L91cCCNH04l6 roNance Mnapr. Oct.C.M.,n FL PE.62319LA PEa42011 LSUCCc.U01.36 3.5"-20GA METAL COLLAR TIE, 4'-0" LONG ATTACHED WITH (2) #10 SELF DRILLING GRABBAR SCREWS EACH SIDE I 0 x 0 • ••• • •, • •. • PSI APPROVAL 2017-11-14 2.5"x.5" CORRUGATED ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6" O.C. • • • • • • • •• • SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING • • • • • • • • • • • • • • • ••..•• • •• .• • • • • • . • • • •• •• . • • ... . ■ • VARIES. 6i9".T.) 13' 8" 3.5'-20GA METAL STUDS, SPACED AT 24" 0.0 MAX. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 16" O.0 MAX. 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) 110 SELF DRILLING GRABBER SCREWS. (1) INTO EACH FLANGE SHEATHING FASTENED W/ #8x1.5" GRABBER SCREW (OR EQUAL) AT 6" 0.C. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDD( 10-16X1 TEKS PANHEAD SCREWS WITH /3 DRILL POINT AT 6" 0.C. OVERHANG OPTION DETAIL ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDD( 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" 0.C. SEE ROOF FRAMING • ▪ • 'FRAM E••StCTION SCHEDULE FOR RAFTER AND • BRACING SPACING • • • •• •• • • • • • •• • • • • • • • • • • • • •• • • • • • 3.5-20GA METAL STUDS SPACED AT 16" 0.0 MAX. OVERHANG OPTION DETAIL CODE KRIM IIMIUMONANER GORE INFORMATION OLMI•L'iilm - IdIt a di MOM WPC C•.11.A.'IVIN lYR w as PROTECRON FOE .•R®•.I ErmM CDDUANcY ALuI•A•E NUMMI s WORM O de a) .EO2 1a. la. OvaaA. C O.UC•AIE a1OEVI. PIO RIK OSCr4Wl AbRow Now ROW a a IMAM y- OAS 1,10 1n .0•l LAE LIES wawa Pad Lola Flea LEAS WAD ION n.a LAE Loa X Rap OE •.1. 1n, MO: w YL.PER .ALn&L 1A.. N/A WIWI E Fl.R01e11 L•Aa •EwLWE .SUER Leaf x0 M6 DU A1E =MOE n11.R, a a REY REVISIONS OE.SCRIPTON HATE BY MIS to/15/17 N/A LB-S-IBE-2000 AI. AEW, MN POI IV MO ME 111. O 0.1R CD1.aA�11 ..1.1 A Mtlet Mani W alypy.. M as �A. Rd RE fa ladad W LMOaCa SAOfMma-a[N�� O�69• �pO.NArta��$aM.a,etr a OIYaInmlm MAaM.aAa IW mum n•11.OF1. a0a- Mal aada cn \ STATE OF ice ` Q i�FSS/ONTtR ION ; 0 Noddy tom.. lame p I SI1"k FBPR-2 OF 7 .yttrrust .a�+.....N• ILIA CODE REVIEW Peche.,RM,R.w.a,.m.. IMuss...e Orlando, FIO10.3200 Rani Rav,.v. PRI..0W ICCIOI0TR0 R 07A+45. SM.10 LW:CCPUSII.1a Ova 5.n Manager va> c. M.vn FL PEN]3>9.LAPE 00017 LSUOCc1N01430 SECURED WITH (2)H3 OR EQUAL DOUBLE 3.5" 20GA. STEEL TOP PLATE END WALL PSI APPROVAL 2017-11-14 WALL SHEATHING OPTIONS: — BOX RIB ALUMINUM — TWIN RIB ALUMINUM — DUTCH LAPSIDING ALUMINUM — DUTCH LAPSIDING STEEL SIDING — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) — T-111 WOOD SIDING — HARDIE PANEL STUCCO AND T-111 SIDING — HARDIE BOARD SIDING — POLYCARBONATE GREENHOUSE PANELS 1 _- / C / // // / / // // // / / // / / / / / / // /// // // ,// // / // / 44 / / / / / 4x4 P.T. POST • •• • • •• 3.5" 20GA. #10 SELF END STEEL TAPPINC (1 INTO BRACE W/(2) SCREWS EACH FLANGE) EACH ,,/////,/ / // / / • • •• • • • • • • • • 1 �-ii2 MITEK OR ALPINE • II r •• • •• • • • •• . • • • • . • • • • • 3.5" 20GA. STEEL r3fxL* •OR EQUAL • • •• • • • • 0 • • • B1UDS •••• I • ©16" C.C. MAX. • • • • • raC•6• •OPTION4L• )QRCI I •- -. - sin' n^ 1At.v • •... • • • • • • • • •• • • STANDARD WALL DETAIL 3.5" 20GA. STEEL TOP PLATE END WALL 3.5" 20GA. STEEL SOLE PLATE FLOOR FRAMING I1"4L Door Eal•ON •un•10DRw! S app ?PPE - Dorms a EM o "atriw'lt�a MR Man Ma a_+e_n•i_...� wRa. e.A.aRaloN me w WE RIGI•Ilnll FRE OPPlWdl RI.RN COWPOKE I— REaOOA.E MAIM OF II Rue $0 SPUD DECIDE . nLOIHc Nueva Roan Nmc * Woman Pew Ins 000 IND 1.. 1•t HOOP IRE LOD — a KM lain UFO FLOOR POD LOAD IOW ROW LIVE ID. X mow or ROM ROOP IHIRU PER .19Y1p tw HUMPY* .RWEEa7IOl1 aaE b H.aGNE RIMER WRAF a no an a on REV REVISIONS DESCRIPION DATE BY LAPSIDER BOX EAVE J LIJ I- U, 1- 0 J NOS 10/15/17 N/A LB-S-12E-200D a .IIa R•I RQ N• RR IRI.I aIRWRRRII IEE a.la MIR P.a111RM 4..RUMe Pal WRO ENERN SO. a S M.o.., va..In'r wVw neetkoF MIXeu lOorippOE ). rl RI INENROIDRII w1.yyIea���r,wa' ^e�^r�i^ve��^���*IsaIilio2l• �aPli 1 aS- • •. MRSR�i.aEVI aMlb•F 121 S17 =RmIU!Rill M II """ Rw Mpy4 a.i a a®1 a.Yp6e1D IT 11eq<//i tLCENs , .O��i • STATE OF i r Matthew T. BRI4PIoo P.E. MM. Dame #64000 2 I FBPR-3 OF 7 x Nui4/Ihl CODE REVIEW WVlp.lm.l I.M14Mu.M•. Pa PPS..* OrMode, EPM. PM Nan 01420 Whore Pp ICC PIO)PO 0 Ivwrs, PM.MM L210CC COMP Dperapot M*C.r Vela C. mean L FE (112379, LIFE H]MI LSUCCC OU01.30 /D ED01prOFl-0. (I) 000 EACH RNpS • • • • • • • WN pD N M/ = A .7241 Sa0i Ma (1) W1047ACH RAW • • •• SISEL MOS «0 00. I ® 0 Peak V-0->0 of-r a00/ WADS IMMO 111111 .57,14.75.11110//A7 r 0.000 FND WALL FRAMING OPTION. END WALL FRAMING OPTION 3.0-0101 OT/L SAACDIO. HOCH Gd Da 70 SRM/ 0) /10 SODA (1) SRO EA=I RANGE SNt Malta el Priam tll ICY D a1404 MR 6 ad GUM ROC .50513 FA •MAIM 11r0(/1 AT or 0.0. PSI APPROVAL 2017-11-14 AV OWE S-Cr "C 0*0* a aaleeEl aaal(s. (1) 500 004 RANK 30-la DM MOM 35. 5-01 MACH EACH D0 70 STUDS 0/ S(� SO O PI . /10 =7EM (1) Ono EACH RNIOL A 10 :1 613D'//Ql /f0 qom 1HS MOO AMMO OD Dos m IDa D01 RN•E MO11OF MOO It le OA 1 STUDS 2001. r END WALL FRAMING OPTION. I 044 Opp) M/ (2) #10 a RIOP. (1) SRO MN RANGE NOW S POMO) 1010I/1 AT r at Wm, r-0. 70 1$-r END WALL FRAMING OPTION jus R iciLammalaaf ON .Iv ATWM NCH Op 10 N0 N/ CO/f0 mlLyp. (1)5000.01 POOH �Hm ItR0Ie 0 Oa11 d Lartt COPE INFORMATION 000E MO 111D01/01poi U.l Wa00a An ••ID• WPC 0:407111-C70. TYPE PPE .•De:1DN IfaZfreleWL. w NDE SE •EFlSSWON MI5 N•S OOMR0T A110405LE 00001 OF OHO are DDa Pan DOH DsamaE H DIDOWIE Dam WOOL MOM =MOO SDDN•ME .ACm y- au I.• MD. a/0 101• Iw PM. Ne law IOW a RA Per1D• R00x ODD 1•w PPP ROOM Di 10.10 411 •t10R OF Mt1S, W00 . 0 111 04 9aY{QADO Dow Na NUIDNE RORLDdI 000E DlDEDIE mum 1R0 r r SQUIRE W001014 710 WI. a IO REVISIONS REV oEsaaproN DATE BE Dabs 10/1a/17 Dabs N/A MIIINt LB-S-18E-2000 .:24 OLa0* 0w•Ia w L0.410.011111111. IOYL mows =23*ODN /> i 1a01 PM W RI•r S•WAaI 13Mp0LM�a, 1Ar qon 0.41 0110�011 S Pt OYJ, IHNA A 4]M(II1MMRrMWOl K AM1♦♦1x0��1tlIa�D{� Ln LIID1a�AaWaalC�nMa I� �aa M aI{ cr Q LW {IIl�aai�all['SDOpa�a•1TAY['aaMaa (0,:4"0[ (n 1 MOL O D! a.RaID.R 3�PI0•if 0 a. =,.YaR AI lAR NMIMDar W alDOai aOa a wa �lilrlD J W W • /ram' =O ▪ Alt sTATE of (V Q -i'PAZ\. Pi. ORlD lk G;.�.�`4� JQ ��h11111111��� 0 I 6 � FBPR-4 OF 7 Matthew b •w Florida L/s1 0e gffA/� 1 010 Mewl 1n F0,i1j(30 CODE REVIEW P•oi...wn.i S.rvke m"u.,m. r FM ae.s tram Han' Reviar'31 chrMe i. ICC 16107010 FL YS41 45. SM.75 LSUCCCM01.10 Noon. Woo, Vidor C. Reran FL PE m02379, LIFE 612017 LSUCCCM701430 • • • •• • • • • • • SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A 0 6'-0" 15' 42- 8'-0" 18' 60" 10'-0" 18' 84- 1 v—cr 24- 84- 11'-8" 28' 84' 13'-0" 38' 84" 13'-8" 40' 84- NN.UES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY, PSI APPROVAL 2017-11-14 WIDTIi JOIS; SIFE* 6'-0 2 x4 6'-1" TO 11'-8" 2"x6" > 11'-8" 2"x8" *NOTE; JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. 0'-0' MAX 16 O.C. TIP. *FLOOR SHEATHING SECURED WITH 2kX0.113' NAIL (OR EQUAL) 0 6"O.C. MAX • • • • • < • • • •• • • •• • • • • • • • • • • • •• • • . - • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• • • I • • • • • • • •• • • • a ••• • • • • • • • • m • •• • • • • • • • • • P.T SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES P.T 4x6 S.Y.P 12 OR (2) P.T. 2x6 S.Y.P. #2 SKIDS 2 SKID FLOOR FRAMING PLAN 4'-0" OR 6'-0" OPTIONAL PORCH OWE MASON PAIFOYCIi•W CODE INFORMATION MI mama •a MOM TOE mpn.a+oN 75W ns npotelcN OWL SUMMON monm EIMIUTiranw w Na• axL►•K7 moan Moo aE NOMA Or Pram OP= OOM a. DaoaaE OCLOPME Memo =mcinonaE 00mtoENr smell, aE at IVO ova W- au s• a•. at Mt LOW wa MbFMr a• FLOOR a0. WOO at NOW UK woo uR Will Or MAIL ROOM, b1S 1,1COULEI PER Eani• NnL aaR'+NE NFaFeaat UWE awaNE •EIJER LEASE a IMUIRE MOUE( n.aN.a is REV REVISIONS DFSCRIPION DATE BY Arno. ono OAR 10/15/17 soon N/A LB-S-I1E-2000 •c arl•as* Q WA•at a�s r m: Mewwatt W ; i e'�rt is MOM #551 W > ♦ 01 Fpap�a�aaaER.011. a A WA. cow ea {Yana alardhMilmM om " 1 msmr• L11• ). •l tee no 100441 meomm6600 am oM a IY W C o F,�spr �m'�ps®p�1Mr btu MI �ppav,,ti�[ a �M•M SY'NO tl�all[>�MNMs• «A'iM M• UI �ow a'�A1 rmoMr/" 91MmrrrNee7r mow to aaK ��W 1TI.B 1l/,,' ,0r',..•`1GENSF �'• 'I� la! I- .�;%%/ IJO rrraerr e+si� In I- 0 IY 0 i � •:. STATE OF : � to ` 1, 0.0`-. PLORIOI' ;:`+�`� �" !0 /41 {: �to Matthew T. OcklwIn PE FluAdo lio•mn #l4E0• 0 o I- FBPR-5 OF 7 CODE REVIEW Prchnlao.lI.Mn Pgo.Wn 17033,dt 01 0,0000, P10,Id.1200 Nan" Pen"v. RCA.E COI ,CC .510700 tt.s wes.90.76 Oslacum.ld CLP.cn.3w,Lea.. ma 7 1w n FL PE riA LA PE 01201 ls1«Cwai. 6 t • • • • • • • • • 0 • • • • • • • •• SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'-0" 15" 42" 8'-0" 18" 60' 10'-0" 18' 84' 11'-0" 24" 84" 11'-8" 28' 84' 13'-0" 36' 84' 13'-8" 40' 84' VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. PSI APPROVAL 2017-11- WIDTI- JOISc SVE* 6 —0 2 x4 6'-1 " TO 11'-8" 2"x6" > 11'-8" 2"x8" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE INTERCHANGEABLE. *FLOOR SHEATHING SECURED WITH 2tX0.113' NAIL (OR EQUAL) 0 6"O.C. MAX J0' 0" MAX 16 0.C. TYP. 4KID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B 6'-0" 12" 24' 8'-0" 16" 32' 10.-0' 20' 40' 11'-0" 2" 44" 11'-8" 24" 46" 13'-0" 26" 52" 13'-8" 28" 56" VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. C < S • •• • • —•--•-• 1 ____.• —WIC—_ ---- — — — .__ C ___— 1 1 1 t I • • • • • • • •• •• • --• --• • • • • It • • • • • -•— •-- • • • • • • • • • • I • • • __ - .— _ __- C • • • _ • . •.a. 1 I I • • • ::.:: • • • • • • • I 1 • • I • • • • • • • • • • • ' P.T SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 S.Y.P. #2 SKIDS 2 & 3 SKID FLOOR FRAMING PLAN 4'-0" OR 6'-0" OPTIONAL PORCH rtt CCM WINO w1/Inenwle mum ,ec O let 11111 /1/0101011 CODE INFORMATION ATION '19'gw'".".1: U M =LOA •n 014=r •ama I -I Wit FIE IO4.I101101 MIN CC.1twI.T am111ac SYnt OF Ime WNW 1111C 100 W 110.1001 OICID[ tinCOME coda IOCWL MEWS mOR-W- y- au AtlalDga NICER t.• I01 IFiO Imo w w1 /oar IA[ !DAD 101 ON O /010.1110 IL00R 0E10 1010 100 0.0011 the 1110 E" tllS O TOLLS, R000 I OF Venus Pet Matta w* IIIIIrieg P11060EM LIWOE IllwiOc ••u01 w10E 10 S LORE F00010 n1 OFT. a Is REV REN90NS De3LRPT0N DATE BY 00• Owls 55* 10/16/17 N/A LB—S—MBE-2000 1a7(5 >Q O•as :=0.21 ■�C [ COrOI COIg1004 L.1.1 aPl =US a 00011•IIL0011 COOL > Al 1pa $atS..NIx. l5 Oa LTA. y0y0010.O Li] G. ■Ilw e t NYiIY�OF porn ,A1p{Oa1 gi. 1-1I- O . —In m• 1 V 101. m • t1. R 1 1.(. •1d1 1A �7��yaap111Oa1 add Oe A A.,4f m.�011. s M O Matthew T. Blld•In P.E. Med. Ud•w #640011 • o sn.k FBPR-6 OF 7 aiLs psi , tuall l CODE REVIEW *an •Ionel il•IvIce *Sum. tit/ UN Ba.., Or1.Mo, rbM.11Ue Sem RW0, RCLIa. 0L16 ICC SWISS RL a1Md5. SM-IT L91CCC.UO2e18 [.pwma0t tnmeper /031 C. 01KW LFEat2.)a LAPE,MIIDI, LSUCCC.U&Yb ELECTRICAL SYMBOL KEY (FP RECEPTACLE RECEPTACLE 40 RECEPTACLE S SINGLE POLE SWITCH THREE WAY JR SWITCH O CEILING MOUNT LIGHT. FIXTURE - - . • •. .: WALL•'MOUNT : • LIGHT FIXTURE o FLUQRESCENT• LIGHTFIXTURE ••l • • • • • • •• JUkTION BOX • • •• • A. • • •• • •• • • • • • •• • • • • • • • • • • PSI APPROVAL 2017-11-14 FI FCTRICAI JOffS• 1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. 2. FIXTURE LOCATION AND TYPE MAY VARY 3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES 4. 20A GFCI OUTLETS 8. 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 8. ALL OUTLETS TO BE GFCI 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. •• • • M • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • WINDOW HEIGHT. LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL In o I io B W. i — / 3.5' METAL STUDS SPACED AT 24" O.C. MAXo SEE VARIOUS END WALL \ SEE VARIOUS END WALL FRAMING SECTIONS FOR FRAMING SECTIONS FOR WALL AND DOOR FRAMING WALL AND DOOR FRAMING — \ J y � \ \ I I I i I WP ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE CO' O" IJAVIIJIIIJ RIIII /OPTIONAL Mr. I FW(:TI' NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY omc Ym•OIL WvuAenm CODE fffofBlATION rirAllo"'0al�w Ws wms, Ma FLEWS TYPO eaaa acisIL TYPO FIRE P,c,anoM PR SUHga•I Ceeldl am►RM1T rla•Laa L0111101 OF am•a w WSW 1.1110 SOO MOM MOSS e Ogaac Mow *EWE MUM* LSPORVI E PAes• 1100i OEM LOAD MUM y- au L.• SIPS POW LKUSO a•. a Nab MO v *CON W INS I11t 1400 Lae LS• T' Maa• OR pMullz�, Oa. 11001 Ymats Ru Ll•DJWM LOW • aallalOS SOX L• *ELM WO[ • MO UV'S OR WO REY REVISIONS DESCRIPION DATE BY w J w •ASP M Oslo 10/1e/17 Seal. N/A LB-S-1WE-2000 R an. mai RPM as lL•tR o•acaeol a low * . , Lem so Papa aau•Ma Pa Worm* Mn as A au Hari • mapsm L'aii iKaRua1Listta °a l.lLL 1ar'liPaN/111a'OC- Aggtralga a ,aa Islt�>Sa�al��at �0 aSD to M 010[AM T aa 1•Oja Wawa L�••n•Yw10LI,xP,aaa 2,10 La"""°,o MLnaM. aaa �tCENSF STATE OF i'.n�ti 4FL O R IO I` "141111111 ° MHO.' Mango #840313 ` w s FBPR-7 OF 7 TE-t saw Douro DMTr-ppON mecum •M .1•FN WRAF((1)ME Nam) TEjwy•q11qAMP TN:: r + Lai All. ESjfIN RE !Ef W CgIMi TYPE It -- 1 BEN a T E MILASAY TYPE 3 TYPE 26 30• AUOER AN°aR IAaDN Oa MMON � Y ANCHOR TYPES TABLE 2A — 165D/170C 30" AUGER ANCHOR SPACING TABLE 2B — 140C 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPMNO SHED WIDTH MAIOMAI ANCHOR SPACNO UP TO 16'-0' 10'-0' UP TO 16'-0' fo'-o' 1e-1" TO 20'-O" 6'-0• 16.-1" TO 24'-0" 9'-0• pRIoom •ToY oTYEPE .. BaI 4:1 Y 1 RL WVRERa ',�� 20'-1` TO 24-0" 6•-o• TABLE 1 A — 120C ANCHORINGl9CONCRETE 1 SW ,1NOal�NM I. CEL240.4paor 124 611111111 TABLE 2C — 120C 30" AUGER ANCHOR SPACING SHED WIDTH M ANCHOR SPACDO Om Fl DIMS 4• w11DmL DIEM 4• Mama SHED *rat MAtnMOM ANCHOR SPACING 24.-0" 6.-0" UP TO 24'-0" 10'-0" 20'-0" I-0' Ind (4.OW uJ COMM WmaE Now IMH r "mom N�,.�u� M ROLE PM P.T.) •�•a Taw EA r.T—J " T¢bORN ale ROLM 7NRU noDR fly' OR�p� e WMNFRN O YBMW OR a/NFugNBena�r) II 444 Im ON r RIX OR LEM cu o (1) s P.T.Ts1P UN ). NNNLLL DRgow E Er a aouoA -ooN11 ((11)j 1M Or:��)F III r MDE d1 tffi NL%M A 0E R.TPT. OIBOIM}INS 1e'-0" 7-6• 14.-0" e'-0' 12'-0" 9'$ 10'-0• 10'-6" MDN (q faWAB Was NODMRpsN Pe�aLNT ae T MO•IOY 4!BOOR j# • '_ •.., _ J_ e'-0' t7--D' ORTIS 4' camel Mi�IF�ANCNM ilml L-A� M 6 VC i cn wP B �aAIN.�/Oaa_A IAA[ aY1L FCR fDc•N/wMi TABLE 1B ANCHORING — — 140C TO CONCRETE (TYPE 4 W a NIMEI MOW 4. Moans OPIDWL SUPPORT PAD aT wawa : pw Loa a Pe.) •oGm SHED WIDTH MOD ANCHOR SPACING 24'—O' r 4r tArsa• (4.Om La) MaEIL rang MPIOR *RI r ST•RR M Nae M1E lI1rUWLY 00 apH•E wow r.TJ �,1. (f) w aT TIN r RDE OR HID. (tJ as a () 4.3 P.T. as MO, !LL ALCM Re R[T al amal�. TR-o0.1 ImiT1Pt/!Sq'RED DM FLOOR .IOMfWMIY BIM .•mwila a RaI OBR. JOLT a Alm BOLT) /F 01 ci) M �L RM� a�wa 44 aps) NNNIII HMI E Ra W 20'-0' 6 0' 1 e'-O` e'-�• 14'-0` e'-o' 11'-0' 7�' mr �T-001�wiaRPBfm "- awe c Was) 'I 10'-0' Ef 6 • ' MACM MOEMMAM FO 1 wTM DI HOUR RUM smF SCRAMS IORM ME OaNwRAL 1/SiJ (4000 t•pwNMCTs �EE Mom Nom RTm r Mom mania4. Caromsa arITONL 93UPPORT PAD 1Oa on Maj seMM. Moms AT IF 6'-0" 17-0' • _` 517504° 4 CONCRETE'AC TABLE 1C-165D/175C ANCHORING TO CONCRETE • • rT a►ar BOLTED T F O= PE wRH a ROT 08$? Na) • • • • • • • • • • • • • • 1 4.4 to • • • 1M a1 (i) iair.. 67QCN1aaE�aRy: • • • �, WARM Aµ„� 1 M MP d ON r ME a LIM (t REPO! LaaRDA 11E-0014 ERM -000RN OPP i 24 OR NN Ma ON r wrE a Ili. (1) Of s rPo1H oRPCUNB}MOpB IL_ SHED WIDTH MAMMA ANCHOR SPACNO 24'-0' 3'�' 20'-0" r-o' •BRMRD). li'= -- • li 1e'-o" 5-0• ATMpOTO ANOrR of CPROaE a �� ANgMr1Mt. wMp I 14'-0' 6'$ 1/r.3•(4.000 !) Maws wFDa AN 3• w •1• • • •• Awl Mt WRR SAT air . W FMM MOM MaR mil RM >OR/aA 12'-0' 7-(Y pB,, s �rlB • oRE ME FOR 4�I � WINE MU P•1 ° WWI ... DOI4• • • • • •• • •••• . _ IT.'_AI1Wt Lim* . • • • mma 4mama Oarmor (P.T. waw. camas •Oa at MO)MAO D AT rd WY. TIE —DOWN DETAILS 10-D` 6'-0' crows SUPPORT' ND (P.T. IccAIO COMM . aN PAD) BPAcm a e'-0' 16-6' e'-o` 17d .... • • • 2. 61:011EZM 74, ARE CAf11R-T00--OQOFR. i TEMMEIS TO BE WaYA1 141140.0r GA VAN® STEEL. MOM SPECIFHCABONS cos-7e1-H, TYPE-1. FRESH-B. GRADE-1. TE-DOWN STRAPS OR CABLE AND CONNECENG HMDWANE ID HAVE 4.720 La. MOAN ULDWTE CPPACTIY (3,100 La . 1D). 4, ILL A CHORS SHALL PAVE A m0 LB. CAPAATY. a. EARTH ANCHORS LOCATED AT EACH CORNER MA8AAUM 11• /ROM END (4 MNMUM PER BUILDING). AND SPA$ AS PER TABLE 21.I1.0 OEPENOOO *4 SHED WIDTH. WIND SPEED. VINO Mos:4 E. ANCHORS NOT NEEDED ON ENDS. S. CONCRETE ANCHORS TO BE SPACED AAB/ PER TABLE 1ADA DEPENDING ON SHED WIDTH. WIND aT O. PAN E)0'OSLaE. 7. CONC EIE ANCHORS TO BRAE A MINIMUM OF 4•(TCONES (DISTANCE FROM ANCHOR TO WOE OF CONCRETE). AL EARTH ANCHORS ANC CONCRETE mows MAT B! USED N C)N)UHCTON) PROVIDED THAT 1HE SAME WSW AA IS FOLLOWED FOR EACH ANCHOR TYPE. 10. CONCRETE WICKS CAN BE OPTIONALLY UPPED Moe APPROVED MS CAP IMAMS (NNER TECAOLGI S, INC 4� B1. o1rJWE OR EWNALDD) 11. HOµM OR SOLD CONCRETE BLOCKS (Slerx161 MAY BE STACKED ON PACs FOR PROM SETS IP TD 46• WTINOUT CODE iworoonoti axe VEREM leouVenom III MOM BEES TIP! CEPSISICINI T1PE Tin¢ lAa� 1°`r�a Y-6 FN PBOINTEN FINE aMP1EaOIA MOEN OwuMNc WOK AUDORLF WRIER OF WORE' Max wM •® DEWAR BaSN MOCK MUM OCOTFarr �/- 0.16 116mITIME MICR 1.16 NOOP LAB LON PROF RCP LAD LWO ma a am Mir IMO ROOM FWD Tao 131 FLOOR IRE LAN RN• Tr ROW O S CA ROM ROOF MOOTS PM sump WNNICAAE IYWT/C1DN 0Mz 1RAeRa1[ Nam Ora MAN• NOES Tip RAIL a lap REVISIONS REV DESCRIPTON MOM TM a WMl ATOM A® IM Off. DATE la/1AA1' BY LAR ma L' Raw •1V, AN WP IMR• N1W1. WI .WOW Rile maim RIMR IMMO MR 4 Apom N Il 11 04 Rromo lam Mops MR WIT .o 1f/N{I1T BW Dm. We DMA Mm N/A LARK BUILDERS `P r •• ,'•• oCENS,z ••• p4' jj �'73 :, STATE !� MotNBW T. MOM P.O. FRAM L)oR1•R /04000 shoot: AP-1 OF 1