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RC-18-3441Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 1. I. ffu Kc Issue Date: 01/07/2019 Location Address Parcel Number 274 NW 93RD ST, Miami Shores, FL 33150 1131010331120 Contacts Permit NO.: RC-11-18-3441 Permit type: Building (Residential:) Work Classification: Shed Permit Status: Approved Expiration: 07/08/2019 MATTHEW CITRIGLIA Owner HOME OWNER Contractor 274 HOME OWNER Inspection Description: INSTALLING SHED Valuation: $ 1,800.00 Inspection Requests: 4949 TotalSq Feet: 112.00 Fees Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Planning and Zoning Review Fee $35.00 Residential Application Fee $200.00 Scanning Fee $9.00 Technology Fee $2.50 Total: $252.10 Payments Date Paid Amt Paid Total Fees $252.10 Credit Card 01/07/2019 $202.10 Credit Card 11/13/2018 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th t-;V,-a foregoin nformation is accurate and that all work will be done in compliance with all applicable laws regulating co AtFtm on and-zan�ing - .I -au orize the above named contractor to do the work stated. Authorized Signature: Owner / /AApplicaWt / Contractor / Agent Date January 07, 2019 Page 2 of 2 Miami Shores Village g RECEIVED Building Department NOV13201� \ J 10050 N.E.2nd Avenue, Miami Shores, Florida 33138�/1l �V Tel: (305) 795-2204 Fax: (305) 756-8972 T I INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2014 BUILDING Master Permit No. V C _,A-9 -1 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP /�� 2 n CONTRACTOR DRAWINGS JOB ADDRESS: , - > 2 'J S City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: t 13 / Q I (3 3 3 1'Lo Is the Building Historically Designated: Yes NOV, Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 Y 'iQ't`1 "`) 2t �-� A Phone#: / 5° 3� % Address: �? I iJ IJ 9�3 C9 S� City: ✓%j I /')Y"( ( .$ OteLAr) State: Zip: 3 3/5-6 Tenant/Lessee Name: Phone#: Email: Vk) I AjC-M 13 CONTRACTOR: Company Name: C-& Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ / U 0 0 Square/linear Footage of Work: /d, Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: `� "} �ll-I IV S (� Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ f TOTAL FEE NOW DUE $ Z d 2 • 1 () (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Compdny's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City : State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee wiybe charged. Signature or -' " Yl--v L,' " "-- /// ----I Signatu OWNER or AGEpfT " CONTRACTOR The foregoing instrument was acknowledged before me this day of �r 20 15, by •�1 , 'h� Iperso(n�all�y/k�now o me or who has producedy l The foregoing instrument was acknowledged before me this day of 20, by me or who has produced , who is personally known to identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: �� r•. MAHARAI K. GONZALEZ NOTARY PUBLIC: ,............a. MY COMMISSION # GG 044602 ' `• EXPIRES: November 2.2020 �'•''e o� Bonded Thru Notary Public Underwriters Si Sn: Print4 11� Print Seal: Seal: as L r1 APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT a NAM E: Nl 4 � � C I _M ' 6- DATE: If — 13_)? ADDRESS:•) % Y /J N (3&o 5'r fO t Aiv I r—L 3 _Q S_O 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 1 as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and Zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial_ R 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence 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. 4, Initial Ob 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by cou or municipal ordinance. Initial 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 Tlu 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 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 E 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.mvfloridalicense.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: c2 -7 Y 04 W+X4 f s J 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 —TE 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 day of iU k3 V 20 t 0 B " t �1v was personally known tome or who has Produced there License or as identification. B:200DJ A � T N � Y3 ZG) V 0 C N C, O C. N 11/13/2018 Property Search Application - Miami -Dade County OP"' OFFICE OF THE P"'R APPRAISER Summary Report Property Information Folio: 11-3101-033-1120 Property Address: 274 NW 93 ST Miami Shores, FL 33150-2236 Owner MATTHEW A CITRIGLIA JUDITH GOLDSTEIN Mailing Address 274 NW 93 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,839 Sq.Ft Living Area 1,807 Sq.Ft Adjusted Area 1,559 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1947 Assessment Information Year 2018 2017 2016 Land Value $203,198 $203,198 $203,198 Building Value $161,746 $90,391 $90,430 XF Value $2,236 $2,264 $2,292 Market Value $367,180 $295,853 $295,920 Assessed Value $367,180 $292,904 $266,277 Benefits Information Benefit ;Type 20181 2017 2016 Non -Homestead Cap Assessment Reduction $2,949 $29,643 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description I MIAMI SHORES SEC 6 PB 10-39 LOT 10 & E1/2 LOT 11 BLK 135 LOT SIZE 75.000 X 123 OR 17931-1503 1297 1 COC 21894-3158 11 2003 4 Generated On : 11/13/2018 Taxable Value Information 201820171 2016 County Exemption Value $0 $0 $0 Taxable Value $367,1801 $292,904 $266,277 School Board Exemption Value $0 $0 $0 Taxable Value $367,180 $295,853 $295,920 City Exemption Value $0 $0 $0 Taxable Value $367,180 $292,904 $266,277 Regional Exemption Value $0 $0 $0 Taxable Value $367,180 $292,904 $266,277 Sales Information Previous Price OR Book- i Qualification Description Sale Pa e 9 04/30/2018 $535,000 30967-3807 Qual by exam of deed 07/21/2014 $242,369 29246-2936 Qual by verifiable & documented evidence 07/16/2013 $225,100 28928-3624 Financial inst or "in Lieu of Forclosure" stated 04/18/2012 $100 28113-0038 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This we'sife may notKreflect 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: 0' y a' 10' 1 inch = 20� t. Q 0 z c. F sstt cc � z 2 IG 0 k-- W t O In) O z LLl z ¢ t I C 2 Q IvEL 0 CO co r~n U a SAGO N. W....93rd STREET ':: �:....:: ' 4. —': ; :-60' RICHT-OF-WAY (BY PLAT) ...... '...rt.. . 16� ASPHALT PAVEMENT r '1 20.0' t ' ::. e co III. 17.50' PARKWAY GONG ' I1 F1.P 12 • 75.00' Rd6M . ' 5' csW ` ; F.LP. 1/2" 75.00' ' 12.0 24.0 .A } o j (BASIS OF BEARING u ` PER PLAT) m I s _.._ • ' ' S m 9TCD T g • ': �.. o. CON DRIVE b.. •,o,;a, n 8 50 c STEPS L1.39' 1.12 w:17.601� B.0' D b li 8 D' t3 . 36.70' Av EMAINDER OF v LOT 11 BLOCK 135 M) / N 70' C. WALL I o c� E 1j 1_ ONE STORY RESIDENCE # 274 LOT 10 BLOCK 135 R CEIVED V 13 �013 c �s cD'.I o0 v 1'I /Y o Ds LOT 9 BLOCK 135 N ON PL 1� 75.00' Rd&M _ 1/2" �' ALLEY c '10 E ASPHALT PAVEMENT". // LOT 14 _ LOT 15 LOT 16 �• �� ' OK 135 BLOCK 135 BLOCK 135 EIff-aP 04AyW OVER PROPERTY LINfs,__ 1- / l ( C • AIAP OF BOUNDAq SURVEY V • • • • • Property Address: • •••• 274NW93ST • • • . • • MIAMI SHORES, FL 33150 • • �• • nlineland SURVEYORS,INC. 15271 NW 60 AVE. Suite 206 Miami Lakes, FL 33014 www.OnlineLand Surveyors.Com Survey Date:411812018 Survey Code:0-42318 /THAT THIS'BOONDARY SURVEY' IS A TRUE PREPARED UNDER MY OIRECTAON. THIS OARDS, AS SET FORTH BY THE STATE OF S AND MAPPER IN CHAPTER 5 .17.051, FLORA 472.027, FLORIDA STATUTES. , aPq i1 surz o `�"Il. Ftano' SIGNED! FOR THE FIRM MIGUEL ESPINOSA su' STATEOFFLORIDA T P.S.M. No.5101 NOT VALID WrTHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP 13 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. Page 1 of 2 Not valid without all pages. SAGO N. W....93rd STREET ':: �:....:: ' 4. —': ; :-60' RICHT-OF-WAY (BY PLAT) ...... '...rt.. . 16� ASPHALT PAVEMENT r '1 20.0' t ' ::. e co III. 17.50' PARKWAY GONG ' I1 F1.P 12 • 75.00' Rd6M . ' 5' csW ` ; F.LP. 1/2" 75.00' ' 12.0 24.0 .A } o j (BASIS OF BEARING u ` PER PLAT) m I s _.._ • ' ' S m 9TCD T g • ': �.. o. CON DRIVE b.. •,o,;a, n 8 50 c STEPS L1.39' 1.12 w:17.601� B.0' D b li 8 D' t3 . 36.70' Av EMAINDER OF v LOT 11 BLOCK 135 M) / N 70' C. WALL I o c� E 1j 1_ ONE STORY RESIDENCE # 274 LOT 10 BLOCK 135 R CEIVED V 13 �013 c �s cD'.I o0 v 1'I /Y o Ds LOT 9 BLOCK 135 N ON PL 1� 75.00' Rd&M _ 1/2" �' ALLEY c '10 E ASPHALT PAVEMENT". // LOT 14 _ LOT 15 LOT 16 �• �� ' OK 135 BLOCK 135 BLOCK 135 EIff-aP 04AyW OVER PROPERTY LINfs,__ 1- / l ( C • AIAP OF BOUNDAq SURVEY V • • • • • Property Address: • •••• 274NW93ST • • • . • • MIAMI SHORES, FL 33150 • • �• • nlineland SURVEYORS,INC. 15271 NW 60 AVE. Suite 206 Miami Lakes, FL 33014 www.OnlineLand Surveyors.Com Survey Date:411812018 Survey Code:0-42318 /THAT THIS'BOONDARY SURVEY' IS A TRUE PREPARED UNDER MY OIRECTAON. THIS OARDS, AS SET FORTH BY THE STATE OF S AND MAPPER IN CHAPTER 5 .17.051, FLORA 472.027, FLORIDA STATUTES. , aPq i1 surz o `�"Il. Ftano' SIGNED! FOR THE FIRM MIGUEL ESPINOSA su' STATEOFFLORIDA T P.S.M. No.5101 NOT VALID WrTHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP 13 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. Page 1 of 2 Not valid without all pages. Mission: Rick Scott Governor To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Mathew Citriglia 274 NW 93 Street Miami, FL 33150 IOF PIQd HEALTH Vhdon : To be the Healthiest State in the Nation RE: Contingency Letter Application Document No: AP1387212 Centrax Permit Number: 13-SC-1908134 OSTDS Number: 274 NW 93 St Miami, FL 33150 Lot:10 Block:135 Dear Applicant: December 20, 2018 Subdivision: Celeste Philip, MD, MPH Surgeon General and Secretary This will acknowledge receipt of an application dated 12/11/2018 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Scope of work: INSTALLATION OF A NEW SHED. NO IMPACT OVER THE EXISTING DRAIN FIELD. NO OBJECTION letter issued by Gerard Philizaire.From a review of your completed application, it • has bVetermined that your existing system appears to meet the minimum standards of F.A.C. •""; 64E-6 f6f the prpposed use. It is approved for use with the plans submitted to this office. If this ... syst'�11%+uld fall, causing an unsanitary condition to exist, steps must be taken to bring the • system into corjlpf pp le immediately. Department approval of the system does not guarantee •• sattsfalr%. ry per vsmalce for any specific period of time. Any change in material facts which •••:.. servedas a battsfonissuance of this approval requires the applicant to modify the permit apfZaoen. Sdification may result in this approval being made null and void. Issuance of • • • this approval da@* Pot exempt the applicant from compliance with other Federal, State, or Local PerfiiittiOg rege. &dfor development of this property. Ifygj{,O;ve arty questions on this matter, please call our office at (305) 623-3500. Sincerely, GeM Ire, Engineering Specialist II Florida Department of Health www.FloridasHealth.com in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth PHONE: (305) 623-3500 . FAX: (305) 623-3645 1 YOUTUBE: fldoh intert�k ro-poff; November 14, 2017 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Lark Builders Plan Number: 42325 Dear Mr. Campbell, Intertek-P51 Tel +1407.304.5560 1748 33rd Street Fax +1407.304.5561 Orlando, Florida 32839 intertek.com FL Engineering Business #3684 psiusa.com Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 6th Edition 2014 NEC These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business • •inaVrofessional Regulations. •�f ybli have anyquestions or require my assistance in any way, please do not hesitate to contact m�; • •; • Respectfu1fjf Submitted, .. -. Victor C. Martin, PE (FL) Richard Olds, ICC #5107840, SMP-45 Department Manager Plans Examiner Building Science Solutions Building Science Solutions Copy to: Ms. Berri Howard, Lark Builders berritcDlarkbuilders.com usiIles,(, .Tofessibnal Ken Lawson, Secretary Robert Moore Lark Builders, Inc. P O.Drawer 629 Viaalla, GA 30475 ,t F'.A A�anufacture�� ae, mee, F i Imne 858 48 7 1824. F Rick Sc August 22, 2016 NE ti'a-iufacturer Certificaticn, ID iMFT-114; Expiration Date: August 22, 2019 Dea- Robert Moore :t is my pleasure to inform you that Lark Builders, Inc„ located at 409 DIXON STREET, P O DRAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Fiorida Statutes, to manufacture Factory Built Scnools, Storage Sheds, Manufactured Buildings for installat.on in Florida. .cnstruction or rr.00rfication on a manufactured building cannot begin until the Thlyd Party Agercy has approved tre plans in accordance with the current Florida Building Code. Your Thlyd Party Agency is a contractor for the Department and has statutory authority and responslb!iltles that must be me' to rraintain approved stal:us. You may expect and demand quality plans rev ew and insoect:ons, Ejth Code change will make your plans obsolete until they have beer reviewed, approved and o-dicawd (on the cover page of the plans] For compliance with the Code by your Third Party cif for plans review Please ensure that your plans are in compliance and are properly ^s;ed on our website. Ail slte-related Installation Issues are subject to the local authority jurisdiction. •-ifo-e.Repartmen.t's contractor will make unannounced monitoring v sits at least once each year. ••x•,rorust grant co7plete access to your manufacturing facility and records to rema,r, in `--".: liance with the rules and regulations of this prograrn !cur certItcatlon Is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (wwjIori abutldino,ora) for online renewal. If you have questions ycu may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436, ?'aase visit our website at www.floridabuiidlog ora to see valuable information on the Florida Ian,_factured Buildings Program. A copy of this letter must accomoany applications for local :)u, C ng permits Sincerely, V Robert Lorenzo P�=i Inforrmarion Ti�Build U,t CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review Richard Olds ICC #5107840 FL #SMP-45. SMI-7" LEAJCCC #U02416 Department Manag FL PE #82379'LA I LSUCCC #U02436 00 I ROOF SHEATHING OPTIONS: PSI APPROVAL 2017-11-14 [ROOF FRAMING PLAN FCHf I CfCJ HfCC IIV —LIIVC VVI I I'1 VVHLL J I UUJ FOR CONTINUOUS LOAD TRANSFER PATH CODE INFORMATION CODE VERSION 2017 FLORIDA BUILDING CODE 61h EdTION. ASCE-7. 2014 NEC MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE AFA UCTURED BUILDI C R I T CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vw-IBOmph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1GPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 125PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.FT, OR LESS REVISIONS REV DESCRIPTON DATE Bl Drawn By: MTB Date: 7/12/17 Scale: N/A Ddel LB-S-LBE GENERAL NOTES I. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION, 2. THIS BUILDING IS EXEMPT FROM THE ENERGY CONSERVATION SECTION OF CODE 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. w 4. ALL LUMBER FOR CONSTRUCTION WILL BE /2 S.Y,P., EXCEPT AS \ NO7ED. 5. STRUCTURES OVER SQ. FT. WILL HAVE 80' MINIMUM DOOi Q 6, GUTTERS i0 BE INSTALLED ON -SITE 8Y OTHERS THRU LOCAL W CODES, 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. a. IN ACCORDANCE WITH FBC 1609.1.2. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF LESS X O THAN 720 SQUARE FEET ARE NOT REQUIRED TO COMPLY WITH THI MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 FBC. m 9. IN ACCORDANCE WITH FBC 1008.1.1. BUILDINGS THAT ARE 400 SQUARE FEET OR FOR RTWO-TEAMIY HATD USE IN CONJUNCTIONESS ONE- AND RESIDENCES ARE NO SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FBC 2014. LL_ 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(1)d, LAWI w STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA Q APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 0553.842 (FLORIDA PRODUCT APPROVALS ARE NOT REQUIRED FOR WINDOWS, DOORS OR OTHER COMPONENTS Q `�� E W T. J `� �Y ...........• J \�NA�. ocENSF w ; _Z cn STATE OF 0T' iF�0RIDP `�� I I Matthew T. Baldwin P.E. O Florida License #646608 r Sheet: F B P R— 1 OF 7 lnpmldlidn F rJBGlll On CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review. Richard Olds ICC #5107840 FL #OMP-45, SMI-76 LSUCCC #U02416 Department Manager. Victor C. Martin FL PE #82379, LA PE #42017 LSUCCC #U02436 3.5"-20GA METAL COLLAR TIE, 4'-0" LONG ATTACHED WITH (2) #10 SELF DRILLING GRABBAR SCREWS EACH SIDE PSI APPROVAL 2017-11-14 2.5"x.5" CORRUGATED ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6" O.C. - u SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5"-20GA METAL STUDS, SPACED AT 24" O.0 MAX. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE SHEATHING FASTENED W/ #8xl.5" GRABBER SCREW (OR EQUAL) AT 6" O.C. • • • • • • VARIES, 6'-0" TO 13'-8" FRAME SECTION ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. OVERHANG OPTION DETA ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. OVERHANG OPTION DETAIL _ "lu, CODE INFORMATION CODE VERSION 2017 FLORIDA BUILDING CODE 60 EDTON. ASCE-7. 2014 NEC MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE MANUFACTURED BUILDING I I T RA CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V.-I80mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 125PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 50.Fr. OR LESS REVISIONS REV DESCRIPTON DATE F Drawn By: MTB Date; 7/12/17 Scale: N/A odel LB—S—LBE GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISOIC1014. 2. THIS BUILDING IS EXEMPT FROM THE ENERGY CONSERVATION SECTION OF CODE 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REOIRREVENTS TO MEET CODE. LLJ 4. ALL LUMBER FOR CONSTRUCTION WILL BE {2 S.Y.P., EXCEPT AS NOTED. /> 65. STRUCTURES OVER 400 So- FT. WILL HAVE AN SO- MINIMUM DOD . GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL L_J CODES. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. 8.IN ACCORDANCE WITH FBC 1609.1.2. STORAGE SHEDS ARE NOT X DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF LESS O THAN 720 SQUARE FEET ARE NOT REQUIRED TO COMPLY WITH THI MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 �-y-� FBC. 9. IN ACCORDANCE WITH FBC 1008.1.1. BUILDINGS THAT ARE 400 W SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO- FAMILY RESIDENCES ARE NO' SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FBC 2014. LLJ 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(1)d, LAWT STORAGE Q BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 13553.842 (FLORIDA PRODUCT APPROVALS ARE 140T REQUIRED FOR WINDOWS. n DOORS OR OTHER COMPONENTS 0— III, 1I I I I II�'',' Q ```` T.:" ,\,EW.. . `��'� L\CENS�c i LLJ Z T ' LLJ cn i STATE OF 441 PLORIDP- 0 ONii `;�`\� Matthew T. Baldwin P.E. O Florida License #64608 0 Sheet: FBPR-2 OF 7 InfotTnruion jo �' .nBui(d 6n CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review R:-hard Olds ICC #5107840 FL#3MP45 SMI-76 LSUCCC #U02416 Department Manager. Victor C. Martin FL PE *82379, LA PE #42017 LSUCCC #U02436 • SECURED WITH (2)H3 OR EQUAL DOUBLE 3.5" 20GA. STEEL TOP PLATE 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 END WALL 4x4 P.T. POST 3.5" 20GA. STEEL BRACE (2) #10 SE15 TAPPINC SCREWS EACH E (1 INTO EACH F GE) / ••••• •••••• ••• • • • • •• •• • • (2)TAI ce 0R••A•CPI"NE 3.5" 20G STEEL ••• OR EQ�I'AL• 3"Y5.... STU @24" MAX. • �_4 1 &6' OPTIONAL PORCH - 50'-0" MAX. STANDARD WALL DETAIL 3.5" 20GA. STEEL TOP PLATE END WALL 3.5" 20GA. STEEL SOLE PLATE FLOOR FRAMING - - CODE INFORMATION CODE VERSION 2017 FLORIDA BUILDING CODE 6U EOIDON. ASCE-7, 2014 NEC MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE MANUFACTURED BUILDING RESIDENTIALSTORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V..-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 20PSF OR 30016 POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 125PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING I HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS REV DESCRIPTON DATE Bl Drawn By: MTB Date: 7/12/17 Scale: N/A odel LB—S—LBE LLJ GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE \ GOVERNED BY LOCAL JURISDICTION. 2. THIS BUILDING IS EXEMPT FROM THE ENERGY CONSERVATION Q SECTION OF CODE 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION LLJ REQUIREMENTS TO MEET CODE. 4, ALL LUMBER FOR CONSTRUCTION WILL BE /2 S.Y.P., EXCEPT AS NOTED, 5. STRUCTURES OVER 400 SO. FT. WILL HAVE AN B0_ MINIMUM DOD X 6, GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL O CODES. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS ry-� AS PER FLORIDA BUILDING CODE. a. IN ACCORDANCE WITH FBC 1609.1.2. STORAGE SHEDS ARE NOT W DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF LESS THAN 720 SQUARE FEET ARE NOT REQUIRED TO COMPLY WITH THI MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 N L1- FBC. LLJ 9.IN ACCORDANCE WITH FBC IOE,1.1, BUILDINGS THAT ARE 400 SQUARE ESS THAT ARE T ENDED FOR USE IN CONJUNCTION WITOR H ONE- AND TWO- FAMILY RESIDENCES ARE No Q SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FBC 2014, 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(1)d. LAY# STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA r APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 0553.842 (FLORIDA PRODUCT APPROVALS ARE NOT REQUIRED FOR WINDOWS. DOORS OR OTHER COMPONENTS J ! 1 w T eq //, LLJ`� `��W i �'� ��CENSF Un ,441 O STATE OF Q i�T' FL0RIDP G J ' ; Is N A L I1111111 Wx Q �j Matthew T. Baldwin P.E. W Florida License #646608 r Sheet: FBPR-3 OF 7 Information TM, Buiki6, CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review: Richard Olds ICC #5107840 FL #SMP-45, SMI-76 LSUCCC #U02416 Department Manager Victor C Martin FL PE #82379, LA PE #42017 LSUCCC #U02436 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE • • 3,5" BRACE A16 3'-0" • • • • • �OVE FINISHED F R, ATTACH TO BEACH STUD W/(2) #10 +SELF DRILLING GRABBER - SCREWS, • • • • •(1) INTO EtV FLANGE • ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 5- O.C. � 2 3.5"-20GA METAL BRACING. ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNER) END WALL FRAMING OPTION ROOF PANELS FASTENED WITH 25"-14x.75" HWH TRAXX/1 AT 6" O.C. aE 2 END WALL FRAMING OPTION PSI APPROVAL 2017-11-14 3-5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE WALL OPENING FOR SIDE WALLS ARE TO BE FRAMED SIMILAR TO THOSE SHOWN HERE FOR END WALLS 3.5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDS OF EACH CORNER) 3.5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE G 2 ROOF PANELS FASTENED WITH 2.75" HWH TRAXX/1 AT AT 6" O.C. -:r 3.5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNER) VARIES, 6'-0" TO 13'-8" END WALL FRAMING OPTION ROOF PANELS FASTENED WITH 25"-14x.75" HWH TRAXX/1 AT 6" O.C. s 2 r END WALL FRAMING OPTION 3.5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REQUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNER) r i CODE INFORMATION CODE VERSION 2017 FLORIDA BUILDING CODE Sth EDITION. ASCE-7. 2014 NEC MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE MANUFACTURED BUILD) G T CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED V+-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 20PSF OR 30018 POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 125PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE 719 SQFT, OR LESS REVISIONS REV DESCRIPTON DATE Bl Drawn By: MTB Date: 7/12/17 Scale: N/A odel LB—S—LBE r.ENcau unTEc 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE W GOVERNED BY LOCAL JURISDICTION, 2. THIS BUILDING IS EXEMPT FROM THE ENERGY CONSERVATION / Q SECTION OF CODE 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE W 4. ALL LUMBER FOR CONSTRUCTION WILL BE %2 S.Y.P„ EXCEPT AS NOTED, S. STRUCTURES OVER 4DO SO. FT- WILL HAVE AN 80' MINIMUM DOD X 6, GLITTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL CODES 0 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. rryye� LJJ B.IN ACCORDANCE WITH FBC 1609.1.2. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF LESS THAN 720 SQUARE FEET ARE NOT REQUIRED TO COMPLY WITH THI MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 LL FBC. 9. IN ACCORDANCE WITH FBC 1008.1.1. BUILDINGS THAT ARE 400 W SO FEET OR LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO- FAMILY RESIDENCES ARE NO Q SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FBC eau, n C 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(1)d, LAW) STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA / APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 0553.842 (FLORIDA PRODUCT APPROVALS ARE NOT REQUIRED FOR WINDOWS, Q DOORS OR OTHER COMPONENTS TLLJLi A, _\LENS, U. \ i 0 STATE OF 141 Q AZ %0T�. FCORIDP �`� Matthew T. Baldwin P.E. Florida License #64608 Q w Sheet: FBPR-4 OF 7 ��/nfornwtion 7nBuiuFitt ..A.«A.. a, We . w." CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review: Richard Olds ICC #5107840 FL #SMP-45 SMI-76 LSL"CCC #U02416 Department Manager Victor C. Martin FL PE #82379, LA PE #42017 LSUCCC #U02436 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'-0" 15" 42" 8'- 0" 18" 60" 10'-0" 18" 84" 24" 84" 28" 84„ 13'-0" 36" 84" 1 3' — 8" 40" 84" *VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. PSI APPROVAL 2017-11-14 WIDTH JOIST SIZE* 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, *FLOOR SHEATHING SECURED WITH 2811X0.113" NAIL (OR EQUAL) @ 6"O.C. MAX SCHEDULE FOR SIZES UH I IUNAL F'UNUH 2 SKID FLOOR FRAMING PLAN CODE INFORMATION CODE VERSION 2017 FLORIDA BUILDING CODE 6lh EDTI ASCE-7, 2014 NEC MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE MANUFACTURED BUILDING CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V..-1BOrnph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0,18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 30016 POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 125PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE 719 SOFT, OR LESS REVISIONS REV DESCRIPTON DATE BY Drown By: MTB Date: 7/12/17 Scale: N/A odel LB—S—LBE GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION, 2. THIS BUILDING IS EXEMPT FROM THE ENERGY CONSERVATION SECTION OF CODE LLJ 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 4. ALL LUMBER FOR CONSTRUCTION WILL BE /2 S.Y.P., EXCEPT AS Q NOTED, 5. STRUCTURES OVER 400TAL SQ. WILL HAVE SO- MINIMUM D00 W 6, GUTTERS TO BE INSTALLED ON-SrrE BY OTHERS THRU LOCAL N E CODES, 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. X 8.IN ACCORDANCE WITH FBC 1609.1.2. STORAGE SHEDS ARE NOT OTHAN DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF LESS 720 SQUARE FEET ARE NOT REQUIRED TO COMPLY WITH THI MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 r�r� W FBC. 9. IN ACCORDANCE WITH FBC 1008.1.1. BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO- FAMILY RESIDENCES ARE NO" SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE LLJ FBC 2014. 0. IN ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(1)d, LAO Q STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA C APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO §553.842 (FLORIDA PRODUCT APPROVALS ARE NOT REWIRED FOR WINDOWS, DOORS OR OTHER COMPONENTS IL Q %1111 fill" ``��W T Eq W \� A,, L�CENSF 6L�i W i _�W'-*7 H STATE OF �i0T'•. FLORID �� O SS�O....... ••�G`�� Q Matthew T. Baldwin P.E. O Florida License #64608 O Lj Sheet: FBPR-5 OF7 1--1 �Injotnuttlrm TraBuild On CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans ReView. Richard Olds ,CC 95107840 FL #SMP-45, SMI-76 LSUCCC #U02416 Department Manager Victor C. Martin FL PE #82379, LA PE #42017 LSUCCC #U02436 PSII 12" LAP SPLICE FASTENED WITH (6)j%"x4" LAG SCREWS ON INSIDE, (3)j%"x4" LAG SCREWS ON OUTSIDE (9 TOTAL) 4"x6" P.T. SKID SPLICE • , o • • • • •• • •••••• •• •tip SENCO K28 (OR EQUAL) NAILS, TWO • ''• • • ROWS 1.5" FROM THE EDGE, @ 12" O.C., STAGGER ROWS 6". • • 3"x6" SPLICE PLATE FASTENED WITH (5)-SENCO K28 (OR EQUAL) NAILS EACH SIDE Z -`xF' P.T. SKID SPLICE/SECURING APPROVAL 2017-11-14 3.5" 20GA. STEEL SOLE PLATE SECURED WITH a"x4" LAG SCREWS @16"O.C. 2"x4" BLOCKING BETWEEN Sk UNDER DOUBLE END JOIST SECURED WITH (3) 0.120"x3" NAILS @12"O.C. STAGGERED r 12"x l21" NOTCH FOR EACH JOIST ATTACK JOIST TO SKID WITH T%"x4" LAG SCREW OR (2)SIMPSON H-3 (OR EQUAL) AT EACH CROSSING 'JOIST TO _;KlD CONNECTION tAlAl I CLJCATLJIAI(` @24"O.C. >HEATHING FLOOR JOIST ;IDS AT bUIH ENDS SECURED 10 END JOIST WITH (3) 0.120"x3" NAILS @12"O.C. EACH SIDE STAGGERED FLOOR - CONNECTION DETAIL CODE VERSION EpRON. ASCE-1.2014 NECK •, MANUFACTURER LARK BUILDERS. INC. BUILDING TYPE MANUFACTURED BUILDING A CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 30016 POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 125PSF ..R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SO -FT, OR LESS REVISIONS REV DESCRIPTON DATE I Bl MTB 7/12/17 N/A LB—S—LBE GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2. THIS BUILDING IS EXEMPT FROM THE ENERGY CONSERVATION SECTION OF CODE W 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. > 4. ALLLUMBER FOR CONSTRUCTION WILL BE }2 S.Y.P„ EXCEPT AS Q NOTED. 5. STRUCTURES OVER 400 S0. FT. WILL HAVE AN 80• MINIMUM OOO W 6, GUTTERS TO BE INSTALLED ON -SITE By OTHERS THRU LOCAL CODES, 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. X B.IN ACCORDANCE WITH FBC 1609.1.2. STORAGE SHEDS ARE NOT O DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF LESS THAN 710 SQUARE FEET ARE NOT REQUIRED TO COMPLY WITH THI MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 m FBC. 9. IN ACCORDANCE WITH FBC 1008.1.1. BUILDINGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN N CONJUNCTION WITH ONE- AND TWO- FAMILY RESIDENCES ARE NO LL SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE W FBC 2014, Q 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(1)d, LAW7 STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA _ APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 0553242 r n (FLORIDA PRODUCT APPROVALS ARE NOT REQUIRED FOR WINDOWS, V / DOORS OR OTHER COMPONENTS LL ` < i LLJ `��'� L\GENSF LLJ (n i STATE OF ' � -Z . G � oON AL \\`� �/llllll� Matthew T. Boldwin P.E. O Florida License #64608 0 Sheet: FBPR-6 OF 7 L!'�I nfo Tu l,10BuiGlO11u CODE REVIEW Professional Service Industries 1748. 33rd Street Orlando, Florida 32839 Plans Review: Richard Olds ICC #5107840 FL #SMP-45 SMI-76 LSUCCC #U02416 Department Manager Victor C. Martin FL PE #82379 LA PE #42017 LSUCCC #U02436 ELECTRICAL SYMBOL KEY RECEPTACLE (V240 240V RECEPTACLE SINGLE POLE SWITCH THREE WAY fiR SWITCH CEILING MOUNT •� �•• �••••' LIG�IT..FIXTURE • WA. :MOUNT ,• "' •• .. �L LIGHT• FIXTURE ;••.•:o • '..: FI "� ).RESCENT LIG'F FIXTURE ••"• ....,; JI!LNt7jION BOX ELECTRICAL NOTES: 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 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 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. WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL 3.5" METAL STUDS SPACED AT 24" O.C. MAX Do I II O SEE VARIOUS END WALL SEE VARIOUS END WALL o FRAMING SECTIONS FOR FRAMING SECTIONS FOR I WALL AND DOOR FRAMING WALL AND DOOR FRAMING (/-1 _W Fy R OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE 5n'—n" KAAXIMI IM RI M nINr I FNrT NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY z c. �G CODE INFORMATION CODE VERSION 2017 FLORIDA BUILDING CODE 6th EDITDN. ASCE-7, 2014 NEC MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE WANUFACTURED BUILDING R I TI CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 125PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO ' HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS REV DESCRIPTON DATE B1 Drawn By: MTB Date: 7/12/17 Scale: N/A W odel LB—S—CBE > GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE Q W GOVERNED BY LOCAL JURISDICTION. 2. THIS BUILDING IS EXEMPT FROM THE ENERGY CONSERVATION SECTION OF CODE 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. X 4. ALL LUMBER FOR CONSTRUCTION WILL BE /2 S.V.P., EXCEPT AS O NOTED. 5. STRUCTURES OVER 400 5a. FT. WILL HAVE AN 80" MINIMUM D00 m B. GUTTERS TO BE INSTALLED ON -SITE By OTHERS THRU LOCAL CODES. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE- 8. IN ACCORDANCE WITH FBC 1609.1.2, STORAGE SHEDS ARE NOT L-L W DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF LESS THAN 720 SQUARE FEET ARE NOT REQUIRED TO COMPLY WITH THI MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 FBC. V f 9. IN ACCORDANCE WITH FBC 1008.1.1. BUILDINGS THAT ARE 400 SO ARE FEET OR LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO- FAMILY RESIDENCES ARE No r� L1 SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FBC 2014. Q 10. IN ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(1)d, LAW1 IN BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 0553.842 (FLORIDA PRODUCT APPROVALS ARE NOT REWIRED FOR WINDOWS, DOORS OR OTHER COMPONENTS J W ` E q X .......' . \,\GENSF ,0 -j Q — W STATE OF 44/ W i�x, F�0R10 � i S �O 1- U N A Matthew T. Baldwin P.E. U Florida License #64608 .W Lij W Sheet: FBPR-7 OF 7 = ' a ? FY -►3, � tF t�C`� 'w.`=�,..t� �'�" Vk TIE -DOWN STRAP BOLTED THRU FLOOR JOIST fTH 1/2" GRADE 5 BOLT MINI UM WITH WASHERS 1/2'0" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER 1/2"x3' (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER TIE -DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR ITH 1/2' GRADE 5 BOLT MINI UM WITH WASHERS 1/2"x3' (400 LB.) CONCRETE WEDGE ANCHOR WITH U-CHANNEL (TYPE 3) EXISTING 4' CONCRETE TIE -DOWN STRAP BOLTED THRU FLOOR JOIST fTH 1/2" GRADE 5 2x4 SOLE PLATE (NATURALLY BOLT MINI UM WITH WASHERS DURABLE WOOD OR P.T.) (NUT h BOLT OR LAG BOLT) 4" TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR �/ITH 1/2" GRADE 5 _Y___T BOLT MINIMUM WITH WASHERS 1/2"x3" (4,000 LB.) CONCRETE EXISTING 4" CONCRETE WEDGE ANCHOR WITH U-CHANNEL (TYPE 3) 1/2"x5" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) WEDGE ANCHOR WITH 2' WASHER �4„ ---~-------TGRADE ' TIE -DOWN STRAP OR 3/16' GALVANIZED STEEL CABLE (SEE NOTES) 0 OPTIONAL REINFORCED 1/2"x3' (4,000 LB.) CONCRETE • • • ' CONCRETE FOUNDATION WEDGE ANCHOR WITH 2" WASHER • •••••• ••• • • •• • •••• • OP "E 11 GAGE• S$TT'L' • • • • •EEEL • BRACKET TIE-*OWA •••� L D THRU FI�Of5 Jp�'T • • • • • (1) 4x4 SYP 12 ON B' WIDE OR LESS. TIE STRAP • 1/2' GRADE 6 T INIMUM WITH MASHERS ••• • (2) 2x6 OR (1) 4x6 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). -DOWN BOLTED TO GROUNDANCHOR // 1V2' • :NMDi#yBOLT OR 2}'rH :G BOLT) • • NWTH ADE 6 BOLT • • • • • • • • ASHERS, ALSO CONTINUOUS AND ATTACHED TO GROUND ANCHOR • • •• ON OPPOSITE SIDE 1 .1•It" (4,000 LB.) CONC • • 1"I 5/8' x 30' EARTH ANCHOR: WEDGE ANCHOR WP"br • • • I,'�1 AUGER STYLE FOR SOIL/CLAY, • DRIVE STYLE FOR ROCK/CORAL EXISTING 4" CONCRETE 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. (1) 4x4 SYP 12 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). EXISTING 4" CONCRETE (1) 4x4 SYP 12 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). EXISTING 4" CONCRETE . TYPE 1 TYPE 2A� 30" DRIVE 30' AUGER ANCHOR ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY / ° ° °° - TYPE 3 TYPE 28E CONCRETE ANCHOR 30" AUGER WITH EXPANSION ANCHOR BOLT CLAY FOR SOIL / } TIE -DOWN STRAP SECURED WITH (8) 10Dx1.5' NAILS 5/8' x 30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 (1) 4.4 SYP 12 ON 8' WIDE OR LESS. BOLT MINIMUM WITH WASHERS (2) 2x6 OR (1) 4x6 P.T. SYP 12 SKIDS (NUT k BOLT OR 24"LAG BOLT) ALL ELSE(CAN BE SET ON GROUND). •i EXISTING 4" CONCRETE (1) 4x4 SYP 12 ON 8' WIDE OR LESS (2) 2x6 OR (1) 4x6 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). I` �I .. pxS�Nea'�tORTE"ple SypJ:QRT .EAD-(P.T. WOOD, CO CR OR PAD) SPM.F.�njT M� 0 5/8" x 30" EARTH ANCHOR WITH EYE HOLE: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL TIE -DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO ,UND ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS 6/8' x 30' EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL TABLE 2A - 165D/170C TABLE 2B - 140C 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING SHED WIDTH IMAXIMUM ANCHOR SHED WIDTH MAXIMUM ANCHOR SPA- NG A UP TO 16'-0" - 16'-1" TO 20'0' 0'-1" TO 24'-0 I SP CING 10'-0" UP TO 16'-0" 10'-0" 8'-01, 1, 24'-0" 8'-0" %I on TABLE 2C — 120C 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 24'-0" 10'-0" (1) 4x4 SYP 12 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT B'-0' MAX. (1) 4x4 SYP 12 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). EXISTING 4" CONCRETE OR OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0' MAX. (1) 4x4 SYP 12 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. TABLE 1 A — 120C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 6-0" 20'-0" i-0" 16'-0" 7'-e" 14'-0" 8'-0" 12'-0" 9'-6" 10'-0" 10'-6" 8'-0" 12'-0" 6'-0" 12'-0" TABLE 1 B — 140C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 4'-0" 20'-0" 5-0" 16'-0" 5'-6" 14'-0" 6-0" 12'-0" 7-6" 101-0" 8'-6" 8'-0" 12,-0„ 6'-0" 12'-0" SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 3'-6" 20'-0" 4,-0" 16'-0" 5'-0" 14'-0" 5-6" 12'-0" 7,-0" 10'-0" 8'-0" 8'-0„ 10'-0" 6'-0" 12'-0" 3. TIE -DOWN STRAPS TO BE MINIMUM 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 L8. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5). 4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. 5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. 6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C 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). 8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE.SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTIC82 OR EQUIVALENT) 11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. CODE VERSION 14—NNEC. RC 2 MANUFACTURER LARK BUILDERS AGENCY BUILDING TYPE U RESIDENTIALL1' CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-120/145/1 ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 5OPSF 'R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 718 SO.FT. OR LESS ADDED TYPE 28 EARTH ANCHOR, ADDED LAG BOLT OPT. ADDED 'C BRACKEr SETUP, ABS CAP NOTES ADDED 3/16' GALVANIZED CABLE ADDED NOTE 11 ON STACKING BLOCKS 1 /15 ``0IT 1IE///i Q `�� A, • \,\CENSF • ��i�� Z S .64 Z ice" {/JS O i '. STATE OF t (V U .0p # FLORIDP � 11111 LLj Matthew T. Baldwin P.E. V) Florida License #64608 Sheet: AP-1 OF 1