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RC-18-3015Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address issue Date: 11/06/2018 Permit NO.: RC-1048-3015° Permit Type: Building (Residential) Work Classification: Shed Permit Status: Approved Expiration: 04/01/2019 Parcel Number 360 NW 112TH TER, Miami Shores, FL 33168 1121360010220 9 Contacts JO ANNE CASH 360 NW 112 TER, MIAMI SHORES, FL 331683300 Owner HOME OWNER HOME OWNER Contractor Description: NEW SHED Fees Amount CCF DBPR Fee DCA Fee Education Surcharge Planning and Zoning Review Fee Residential Application Fee Scanning Fee Technology Fee Total: $1.80 $2.00 $2.00 $0.60 $35.00 $200.00 $9.00 $2.50 $252.90 Valuation: $ 2,100.00 Total Sq Feet: 95.00 Inspection Requests: 305-762-4949 Payments Total Fees Credit Card Amount Due: Date Paid 11/06/2018 Amt Paid $252.90 $252.90 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonipg. FuthermoreL I authorize the above named contractor to do the work stated. er Applicant / Contractor / Agent Date November 06, 2018 Page 2 of 2 BUILDING PERMIT APPLICATION 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 k-N RECEIVED OCT 0 2 2018 Crl FBC 20P Master Permit No. 2 c, i s - '- Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF � / CONTRACTOR S `li�O JOB ADDRESfAJ IQ/ 11I 1-eA.Aotej2,1 ❑ EXTENSION ❑ CANCELLATION RENEWAL SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip:X �R(Fj8 Folio/Parcel#: I-.2 13 q--©0 -42.�a C) Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: JO4 AilSA-S4-ua_e-4 - OWNER: Name (Fee Simple Titleholder): j Q�p (V P dim1u Q r 1- Phone#: X d , LWS Address:.)k 5p Q Ill t ll 1(o� t City: ti YVt i ah" .J" •-t/la(eS NO FFE: State: V FL-- Zip:) 3 i 68 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: City: Qualifier Name: Phone#: +\-pm' Q)Jr\fY- Phone#: State: Zip: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: Cit : Y Value of Work for this Permit: $ M. 0 0 , �0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ,� New ❑ Repair/Replace 1 V Description of Work: "el1U She4 �� �b��i�j� s��{j �G 5f j`� 'j A'/0 U ay r,V Specify color of color thru tile: Phone#: State: Zip: ❑ Demolition T<"' & •r # M-h • it' y z,.ro.!er, "A*#v4.s"..tP-'s••7?''F.*' y Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Z 2 ' D (Revised02/24/2014) Bonding Company's Name (if applicable) • S St Bonding Company's Address City State Zip 4 Mortgage Lender's Name -(if applicable) 4.1 Mortgage Lender's Address City. i ` e tihq 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." ` iv Notice to Applicant: As a condition to the issuance of a building permit with an•estimated value exceeding,'$ 500,'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 thei 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. OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ day of (( , 20 1 , by t% is personally know] to , who is personally known to day of , 20 , by me or who has produced as me or who has produced as ,identification and who did take an oath. ' NOTARY PUBLIC: Sign: Print: Seal: _ o ary ublic - State of Florida s• h•Commission 0 FF 927455 •'' MY Comm. Expires Oct 17, 2019 Bonded through Woad ' ary Assn. APPROVED BY *** identification and who did take an oath. $ 8 ' NOTARY PUBLIC: Sign: Print: Seal: *********************************************************************** Plans Examiner )1(0/1 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 JO?_rLfr\ OWNER BUILDER DISCLOSURE STATEMENT NAME: 0---4_�'-kkaY+ DATE: (d le ADDRESS: 3 (O MAI I 1 a -In I calvkiwo., I ' r;a, Sky a8(68 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 2. I understand that building permits are not required to be signed by a property owner unless he she is,responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I and 'fir t'and 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 d contracts. Initial I understand that I may build{or improve a one family or two-family residence or a farm outbui ing. I may also build or improve a commercial building if the costs do nottexceed $75,000. The building'& 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 ' I understand that, as the owner -builder, I must provide direct, onsite supervision of the construct • • • I ;64,1 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 my responsibility to ensure that the persons whom I employhave the license required by law and b county or municipal ordinance. Initial Initial t 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 contratefor 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,l 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. Iunderstand that my failure to follow these may subject to serious financial risk. r 4 ZAO 9. I agree that, as the party legally and financially responsible for this proposed Construction activity,'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 11 10. I understand that I may obtain more information regarding my obligations as an employer from the ternal 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 t Initial Initial 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and unde'stands that I am the party legally and financially responsible for the proposed construction activity at the following address: 3 6o IU& 1 a6\17 a& y1 A% t/� 1 3 f Cria Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any 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 persdfi 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. Was acknowledged before me this Z day ofOLA- ,20 n hofi Byt � O r 1� � Q COS h ( o was personally known to me or who has Produced the 1 or - as identification. OWNER-- NOTARY 10/2/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2136-001-0220 Property Address: 360 NW 112 TER Miami Shores, FL 33168-3300 Owner JO ANNE M CASH Mailing Address 360 NW 112 TERR MIAMI, FL 33168-3300 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,451 Sq.Ft Living Area 1,376 Sq.Ft Adjusted Area 1,401 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $161,028 $161,028 $134,829 Building Value $97,510 $97,510 $97,510 XF Value $3,467 $3,502 $3,537 Market Value $262,005 $262,040 $235,876 Assessed Value $85,960 $84,192 $82,461 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $176,045 $177,848 $153,415 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 ('.e. County, School Board, City, Regional). Short Legal Description NEW MIAMI SHORES ESTS PB 51-80 LOT 6 BLK 2 LOT SIZE 75.000 X 100 OR 13904-2566 1188 5 Generated On : 10/2/2018 Taxable Value Information 20181 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $35,960 $34,192 $32,461 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $60,960 $59,192 $57,461 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $35,960 $34,192 $32,461 Regional Exemption Value $50,000I $50,000 $50,000 Taxable Value S35,960 $34,192 $32,461 Sales Information Previous Sale Price OR Book - Page Qualification Description 11/01/1988 $0 13904- 2566 Sales which are disqualified as a result of examination of the deed 06/01/1983 $58,000 11807 1720 Sales which are qualified 06/01/1980 $60,000 10780 1793 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: • • • • •• ••••• • • • • • • • • • • • • • •• 'al5lt esS' �. 'rofLssina' FIA Martuletcaried Buildup Program 1840 NMI) Monroe Street State 90A taautaseee, F!cola 32399-0772 Phone' 850 487 1824, Fax. 050 414 8436 Ken Lawson, Secretary, Rick Scott, Governor August 22, 2016 Robert Moore Lark Builders, Inc P 0.Drawer 629 Vidalia, GA 30475 RE: Manufacturer Certification, 10 MFT•114; Expiration Date: August 22, 2019 • • • Dear Robert Moore • • • • •• • •• • Ttajs my IIleasure to inform you that Lark Builders, Inc., located at 409 DIXON STREET, P 0 • • pRAWE .629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings Oro!!ram!as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Factory • %uift%Zhools, Storage Sheds, Manufactured Buildings for installation in Florida. •• • •• •• • • • (Construction or modification on a manufactured buliding cannot begin until the Third Party • 1A1?4slTas approved the plans In accordance with the current Florida Building Code. Your Third • • • • P!Rv,agency is a contractor for the Department and has statutory authority and responsibilities • • • • • • • teat gyst be met to maintain approved status You may expect and dernand quality plans • erwjew.ard i pections. • • • • • • ach Cod • • e change will make ur plans obsolete until they have been reviewed, approved and •••• :indic'd% [on the cover age of the plans) for compliance with the Code by your Third Party • meency4oaQs-review plPlease ensure that your plans are in compliance and are properly • `posted"o our webslte Ali 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 frorn this date. You will receive a renewal notice by Email generated by the BCtS .y=.,,w>iLfigi,41 ,puitdi•nQ;, o) for online renewal If you have questions you may contact Rooert Lorenzo at 950-717-1835 or our FAX at 850.414.8436. Please visit our webslte at ifyv,w,,Lipflg_akwidtrigot.g to see valuable information an the Florida Manufactured Buildings Progi am, A copy of this latter must accompany applications for local building permits cc. Professional Service Industries Slncerely, Robert Lorenzo Manufactured Buildings Program COOE.Nkl^.s'.:w 10000, R.001 ;HC'AMING OPTIONS i<X R'M ALUMINUM f 73 -GAUGE STEEL AG PANE:_ / 5?A\ 1J NG SEAM TEEL ASPHALT 'SHIGLEa I -OPTIONAL PORCH-4' 0R 6'-4 PSI APPROVAL 2017-11-14 DESIGN PRESSURES RO0FI-41.7/-147.E WALLS/D00RS/WINDOWS -t48 8/ -43 9 MAXiMU61 B!ELD.N, LENGTH ..0 O VAX FOR MAUL -TO ROOT •• • • • • • • • •• • • • • • • • • • • ••• •• ••• •• •• ••• • ROOF• 1-1 '- MIP •• L ••• • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • isiiv _ Iv. RAFTERS ARE IN- LINE WITH 'WALL STUDS FOR CTE TINUOUS LOAD TRANSFER PATH 60 I4tw6tro 3,5'-20GA METAL COLLAR TIE, 4'-0" LONG ATTACHFO WITH (2) jr10 SELF DRILLING GRABBAR SCREWS EACH SIDE OFRAMING HE00.E <SAFIrR AND 1114'!Nc, 5 ACING FRAM E S PSI APPROVAL 2017-11-14 2.5"x.5' CORRUGATED ROOF PANEL. FASTENED W':TH ,25"-I4x.75" HWH TRAXX/1. AT 6- C.C. • 20GA jPAC4:.D AT C4" .. 3.5- E 0C;_ AT AE3GVE FI1: St EC' ' 110:;F. ATTAC?i TJ : 9/ SELF C?I Ivf Ah3 = SCI+LWS. (1) EN':: SHEATHING,EQUAL.) AT r f SELF ROOF FRAMING i1.1L". TOR RAFTER AND. DRAC!NG SPACING `..-4034 METAL STUDS 5='ACED AT 16" C.0 MAX, Fri 1;-,ri: ()PTION SEE ROOF FRAMING �/ SCHEDULE FOR RAFTER AND -- BRACING SPACING •• • • • • • • • • •• • • • • • •• • • • • • • • • • 3.5-20CA METAL SPJDS SPACED AT 16" 0.0 MAX. • • • ATTACH ROCI' FRAMING TO Ir TOP PI.AIE OF WALL FRAMING WITH BCILDEX 10 16X1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT Fi" OC. 1 R.CJOI PAMIN : T 4l..: 0300EX TEKS PANHEAD 7::RE*S '70,111 POINT Al 1. O C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • • • : :•�}vtF, 1(�Jb.._C TlO N DE I AI... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • Lil FSPR OF 1.10,41 tIEW SECURED W!Th P7Th 3 OR EQUAL DOUBLE 3,5 20GA STEEL TOP PLATE END WALL , • I , I , 1 , .• 4x4 Fi FOSI (2)MITEK QR 3"xc" CR r.clui, 4 &15 OP tIONty._ i I 1 OfT, :1T1TEEI: Qt. MAK. !I PSI APPROVAL 2017-11-14 \NALL. se1-1:_:::,,xVI L r..-1.:Iit‘e! C.> ADPRi11 110N14;tis41" - .TV,144 ras AtumtNum ....., DoicH LAPSIDING AL:LOAN! IM - : : - • • ' riuTQ-4 ,...Af,•5117,,NIQ S Ff,:1„.„91;;;,:w.; 2.9 GAUCi.,, STEEL Ac• 1•M,,NI L: (RUN ---1,NY IL1REC — it- 1----1 1 1 WOOD S11D!NG HARTLEPANEL. ST TiC 1:0 AN E 1 - 1 1 1 Sti-.:1NG • HARra: BOARD ilE1!Nt.'; , !. LT L:!TMCAR BO,NAT E GP E 1.:t,4•I0l.::SE 1 II ] ; ] lC EACH 43gai.,) .7] ] , I ] , • • • • • • • • • O. • • • • • • • • • • • • • • 50' (3-•• . MAX.. -• • • • • • • • • • • STANDARD/ 7I YE-TbAli.! • •• • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • 00000 • • • • • • • • • • • *0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I ,S 202A STF E L Q P PLAL L 14/ :Nr; WA.1!. 2000. STEEL SCL E. Pi Al E 7-;-1.00R FRAOING K!!•!?!:,'`,1 _ , „ „ oo . • 41.114,11!: IATB '7,4rriG7 4', •• tar nni 1.3.1 •TP 1,1 Ai ggs, IMII7.7710 gel:. :W.( MK . 1' 01, WC+ \ (I 1171 t.11:21Sti.rf204 nff. 0tiff2, six. W... ..4 L!' .. _ • „ it • : ; . :1 I i ii ,.ii ;:a.2.. - :2 . V ;'•,i.' .", , L : 41 '''''"2...i.,-,...."..7.)...,..),„,,,,:;; k'. Rt 1 ,,:, , ttr-, 1 • k ill i :,:•,..„,-., , 1 /I 1 i i.,... ii 1 I ''. , ;it"' , ! (..140.3...64-3j.FAMING Eti'1l21,j 3 5, 7.(CA £07,•Cti, ENO 10 IMIn, (,I 54, rfs2.(r. END WALL. FRAM NG OPTdON .3. PSI APPROVAL 2017-11-14 01.101 31710 1..7(7) /ID SD, f(.t.affe 0250 3 V-30. 1447.At WWII. 4 (s7 WM( A7 7 -.7, _.. ., ATTACH GO. (70 10 STUD, A/ (U) Alt. 4 0.040 (1.0.1, PO 5.7,17S. (II WO f...C71 h.l.k.GE li.,...n 1.1(10 */(21 (In: SC, :Am. iff .00E4 -(2) faf 'SC( 1724,3( iso.L.L.134,121t3g.V.::02:,...wIt ,,;;;•,:m.',, ' P-, • • • • • •• • • • • • • • • • 1/, • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • OO OO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • (DO 011 • • • SO •• 000 • • • 0(10 • • 44g4 ..„41--.4ANI,Nt:i gag, 17,,ILIS (A5I(KLI WT. ORACirg3. *10 00.000*0 () nrro IAT.70.1f.ii I(E74. ATTACH EACH END TO STUrS 70/ 12) •t 0 SORM'S. (7 010940 arclljoo,200•-•-• 010004020102/0 -4= Waxer.. -hrs rit(e,...e11,11.1(.1 fI1-7:747.,;GWiri(0.1 ! • , NiZist4-14 (I.P0 MOO , A WPM' ((sox( ti ':','.:3;,"..•'.'(.Tf, IJ_I • .Ir ....c•reons, .1. .1*. mko 3 , .....,..., >Ivo . ry 4•01 ,....',40''''',•Z'....fi . '74.41-,,‘Z'S. '''''. '. 0 ,,,, ,,,, ,,, ,,..,. ,,,, ,...,,,,,,, ,,,,, ,... . 'T.— „,:,L 441T:.,"..7.`1"..7 '',,='".....W..".;•::-4,tr :,'....1.L.;.1,....;,‘ '...1...* 4.4 T S //, 1.1010e3 1 Pg'Ior 02,1 FBPR or 7 SKID RUNNER S AC,NIG* UNDER 30' LENGTH SHED WiDTH A B 'VALUES ARE FROII END OF JOIST TO CENTERS OF SKIDS ONLY. P.T SIDE RAIL TO MATCH—,' JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES 1 At & E ik s PSI APPROVAL 2017-11-14 „AN SL LIeHER y: THE STET l CHA, FA H Tr+r WOOF' ACIII 50.-0" MAX TYP, �• •• • • s; ♦ • • 'I 11 • • • • • `• • •• • •_ • • • • •• •;. • • • • • •• • I ijjj R�A1L -. 7T • 6•S YP:72 OR t2, ..P.T••1%6 ••• •••• S V--• Nit SKIS • • • • • • • • • • • • • • • • • • • •• • • • • • • •• 2. S I, I D F �0 4_.1 F_._RAN I N PLAN w •••• ••••••• • • • • •• •• • -• •• • •• • •••• •• •• •• • • • •• • •• • • • •• • • •••• •• • • •• •• ••• •• ••• • • • •• ••• • • 4.—L0" OR 6 --0.. OF 00DJAL POOCt l 4AN SKID RUNNER SPACING* UNDER 30 LENGTH S4F.D 1,MOTH A 42" 84' n" I 24" 84" 13' -0- 36 84- 1 6," 84" .A.6,10ES ARE ER0,4 ENO Or JUST To CENTEFs OF SKIDS ONLY I I I : I .• I P.T SIDE RAIL TO MATCH-' JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES PSI APPROVAL 2017-'11-pKID RUNNER SPACING* I 30' LENGTH AND GREATER -TO 1181- 27,6 : i SHED WIDTH A 8 2"x8' "NOTE: JOISTS CAN BE EITHER #7 S,Y,P1 OR 18 GAGE STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DiMENSIONS AND ARE' INTERCHANGEAEILE. 'FLOOR SHLATE-NG SECURED WITH 2tX0.11.3" NAIL (OR EUEHAL) 4 6"0 C. MAX MAX ....... ....-., • - ---T—1 --- i 1 1. I i I I II i i I P.T 4x6 ,9',10 if2: MP (2) °Ft: 245° . • • • • • • • S Y P #1 SiiilDS • • • • • • • • • • • ***** • • • • • • • • • • • • • 2 & 5 SleJr) F.LOCYR FRP\ M I fl E; PLAN I 2" 1 24" I, .: . 32' —1 t cc— 0- 20" , 40" 1 , 22" 44" , 24" 46" ; 1 3 26- 52" 28- -xALEIES ARE. TROY CNC. 01 TO CENIERS OF SK ONE, • • • • • • • • •AI: • • • • • • I • • • • • • • 1 • • • • • • • • • • 1 • • • • • • 1.. • • ,9 • • tip • • • • • • • • • • • • • . • • • • • • • • . • • • • • • • . • • • • • • . . • • • • • • • • • • • • • • • • • • • •• • • 58" 4.-0" 086'-0" OPTiONAL PORCH '"" ""*.• ttr, .77 221 9,,o, U. M. CT▪ ; 03 01 22 L7I i I 27 •S- LF.7-2;707 p slArrtlr- - 1• o ti -- • //t, NA sx•• • ,lattne. 1 Sokhoin ff04.5)t RE3PR - 6 OF 7 (1j) REL.:FPI-AC 24("J I: IRI" • • MOUNI ICHT 33AL3. 1IOUN ; ) LIC.I.“ FIXTURE - 1 F_AJ()RESCENT LIGHT FIXTURE • JUNCTION BOX PSI APPROVAL 2017-11-14 ELICTRiCAL NEP's 1, AU v,,,Rt. TO RE if II, IHHIti SOLO COWER Wrrit PRow.f..!ED ey NEC 2cr,4 1txneN t.‘x",kta-„N AND TyPi". 1.4AY VAR', PW,TIC "ilrw WCIP.K" OMELET ITOXES 4 '2CA GirCi ALL RE'CITTACI CS DE AT 32.-313 A E.6 circI IS Li. Az! 5,#11r,WS '10 AT 4e." -52" A.J, 3),33E2am1 1 c,-i•rs MAY S1ITT;TITIJ11 FOR INCANDE',1C.T.NI a- ALL ocatrs EA. 0E0 33.3)43 Mi,ati ELECT ri,c,A4 FEIDE.Rs„ rowig Koc,,,A, TO 1.);:; DISCONW:cTs, ovcy cLiRREt41 .GRoi33D3343). pr.) 'I IT4.,;SICNED ;TY 0 'MEW:I, 4331 313231311340, AND SUR,TECTI 10 OCAT. APPROVAL. ; WINDOW HEIGHT, LOCATION AND ODANTITY MAY VARY AND ARE OPTIONAL 1, .5.5" MEi A, S>ACTO AT 24. 'v-ALe e coTts..3 -"C" '"10 e_ SEE VARIOUS E2:1; WALL SECT,ONS FOR A.J. POOP FRAtAiNG • ' <is • . -,-- •-•• ir•—• • • • • • ii, - . • . , • • • • • • • fir • V' ' • • • • • • • 0,44 • • --,' OPTIONAL* ELECTRIC Tie F.D.* uN6T ay • • AILS SE EIS.. IONNWIED ISOM • • • • , EXISTING POWER SOURCE „._. 311 0,2331,33 ENO 42 SEC Ii0NS FOR WALL 4,1< DDO:;" 1`. •___•-•-• **-0 • - --..fa0 01 MAX#V#1# BMLOING LENGli t • • • • • • • • • • • • • • • • • • Np IL; %Lt:;,..ctijo:L„,,l ;to:POOL:I :$i trtilisi SglatAt,,o., AN D LOCATIONS MAY VARY • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MCC' 44133/211013 rr.teCi! .1"..71_...jes. rtif' ,..14,01cy WO. 411,11,1IF 4.$1.1, VOI.S . kW;04 VIS.0 1;0424313'.. ! AstTtrm., C-71 33. (11 tIT c„5 ELT.'LO 4 —J T.74.1M i7t r'r; • 47"; STATE OF S4, .*;.• P t 0 Ft 0 ' • ..... C..2\ 10 .... .. L -'11/1111131\t‘. Mottrierf T floldwn P.0 florchl 34enae FBPR-7 OF • VENN OMR' Nsuse Aossu 'OEN' NAO. seTO Wee S MONO/Q. se, *ANNAN /r, V/././.erff. NONT rm. SNAVASE 'is, (Noon le) A..RAFTE RAMS uc.oR Aro s. *A.A. 2.,),)))., ..,,,...„. 1 TABLE 2A - 1650/170C 1 AL E 2t3 --- 140C ,...,1,-.1•:- r- i :9-,:ky9c5 ANCHOR SPACING 30' AUGER AN,:flOR SPACING ,'71 - oNARTiel eteAN .._TsS sAt ... lsof EN ., I - SHEO VADTH ii*AT"C''''' S,iED WIDT0 i,,,011;AS,„„...,(1)Ase NT ss. NZ SRA., 11. •EFs 1; UP TO 15'-0" ‘0'46- OP TO 15.-3" 10. -0.",...., , .4,,,,,,t, 1,,,.r....,S.T,t6._,- To z.)---c-r' n' c- pp - r to ,i'-,t" - 1 __ „__. I.__ _ , —.__ _ ''''''''''' —Tr..n7,..e t'lt:A;rt- 'ONS ........, ...I.= : - I „, . ,. ,1%.; ,,,,, ,-,;',„37,,,,, ,......: ,,,, t.!0' -1- TO 2,T-0 ._,....6., 01 _,....., - 1 AL41117.. 1 A - .'726,..,...., , I - . r ...... ...,,. I .c,ii,r4" L----f 2t,ti ANcti9R....,Nc,:ril-cl.;N.c.,f0...::.:r. I -. ''1!..;7M' !!!!K 21! 130 AUGER ANCHOR SPAC'N'' I SHED ',,,U11, 4'"'"14U"' .,"',,gr' SHED 51,0TH , i 0440410 .15",14A1,.,,...r..0.)E,H01?..„1TPE1',.i...„.... UP TO 24-a „____,)_70 ...,.,,, 20.7.,- I_ z: .,,, .„, ,....,. SPACNIC, j 24 _GA 1 ,,„,„ T, .,,.., , ))))), 30),.....14 1,11i ,,, , ,,,,, ZO7114Z)...t.)) .i), -;;;;i- < - - - --- .11 14-4- i e....v. 1 ; 11E-4410SAW SOOT° IWO )0)48410 I) sse • S., NA, l'• of, es 5ARE ./...., s 4 Te-ovess STIRAn. ,BO"TIDANS WTroASfS ,\ .,=S1 ONO, i !"...!......4... Ne,stR0e0' ' • 047aosoM" a4.- so- , .., i 'I ,,: 4.. Fsles.s. TOINANN TAN SEEN stole „ , Z141.= rag 4 AOLL . 0*00440894381) . . 0470 Y41), ; - - Ast ••Sl" ANNR RA TN: - AN. tAs OA, . AT,:tir,.,,,," At -Aloes, MAAR Tss 4''N- --,--- teeeseesiet WM ANN.A -, — 1 asaeasaasel ..; t....) aqa.,,,,,ot l's. ./ 4)101. \ - —L • • 84)4148 t" oes,res AOLTIM no; DA soe., ran/ EYL Ye, /0. oR,N„ E,NtS /OM HOCX/C0101. • 0-"NFL.• - •• •— „ „,, — • + • 41, AAA a N TK.Fh71.71"; 7'7 i.i.C5:.1r lIT-C.I 1 „ 4'13'`,..1214.,T,.."," ,,WWIRINT '',.'5 CSSNSAi'S 'TN , • 81AN't,X1T,,-A, (, ..„,,,, , .,,,,,,, 1. MA,„S,...,1.1„4,4TANE 11 oN a' RA oe sTsS .. 1 ANN VNT ostsAN N,,,, 4,!...k.pAi Al, /..../.../.1 ..... !... (II .2.E. CO (!: ••15 !'. 5./. 01 .. 1-.-1.14,, RT,,,. ,N,-57,T.,..? r Tr ./::,,,... 5f,!/,. ASS NOVON, FE N., co mos,NOl. EsAN R NSA' Or :RAN:: NE,O l. ; 10,1,41, 403 ,..0....,VS 4.K7 ''-'-''' NE-TANAN sew NTASEN lo ' ,,,,, --(S • .5 „O' N;" , .7.k,, M NexesNo EuslAN: ' -•,, —•:,..,„ , ....,______,,.........4, ii sal 9...SE(CAN et TV ro Nem', i ' - ' 1... MOW WIT.I r 80514VI!! 1/2-ts, (..0 s.) OONCNTS-ri \ •'.. 1- 1 1 : ' ste- A NS- VANN AACHOft -7,',.• , ''',170.,"P'L'Z;,..r.,1,1(';,..r,A,' '-‘, Auees I 0.• -DO.,r.71-0.00,,-.. .i.•.,,,:•••!. I LoAuwOerRSTSELINETEFOrRORitX"R,-OVLICC.5N1.AAN\-,-.,,D:),„......^ --'EFrI4rL",4.lel "e:t"o.,_ ."i •—." .ca-1,riC..CaOfTNS•CIttlf •9,40.:• O. • 1 c. ye•.,5•-,.X._•EI" FE_oAR Al/4,, .0...4... ._— —' I! , 0" i ....,, 1z•'7.'''..''-',ri. ;..:.„."..7. .....,...7....t1...47:.i rTh,17;..z•'g.;-..eE...4,,Ar. Ooo.SsfseloNNom :c::i,:.,...0oww.s• IlI0I ,i :>i'-4.',.,,.,,„......L.,: .,...'.,,'1IYN 14AL • • —- 5: :,6 • .-...- • • • • • • • • . '• .4)12)feR STOVANCA lS SEAA.N.S.SS ,.4.5 PEA der4E-4. • • • • Sk • • • • • • • Ar.,, lsSENFSUNTAANTSTA sies{ oNsire Air-CRNoR 1 1 TIENSANAN AsleARR 10 SA., V4I0E9 ) :'"). » C) 035) CA,VAERT.ED -STA-EA, SEARAL 58ACIE8S48t OFFS-FASI„. INK- I. FleiSis AB G.DS I Tx.-C,01.1 SIRKS OR CABLE AND CONNECTING NAROMARS. TO RARE 4.725 LB, 411•11UUN ULTRAATE ON.AC'r. 3.150 U.1 t 1 5) '''"S F,A.. E'SCsel ,/,..1.1. 1...Vir ,, lrENVW a,..-,,, iD ,,,,,,,, f ,4 le' CNA,* NM t• A.M..., P,,,,, r.....604E)„ 496 SPACED A5 KR ',FILE 208“ OFFENDING ON SHED 'RCN. TOMO SPEED. AND EFPOSURS_ ANC.ORS NOT NEEOCD ON chos 1 OCANCRTSS: TANA,N0T5 TO (1, SPN'ESU AN OT,N• Wei 'AR': VT:FOR:44 ON Siirit %,,r4, erAll) 5PEET.,,, -.49 EXPOSURE. 1 13 NONVO,T. ONSINUNSO NE: RNA A 1gL.VSLU L+L.,<L• FTAR". S,,ENTNetl: AleTes eTSCROA SU eiNs".f.' a T...a,,,filiv, • • • e 4,NTIMAS SEA SAAFRAN; t4 1...A....../..,,, ., 2, K„, ,,,./ • • • • • • • • 4, ,,,,,,,,/ .././../..,,, ..,./ Aossosscil AIRENNRAS "MAN Of lNellt As CTSAS-UNSSOON PRITATNO osel 'NA- AMIE *Neel. oemlos r, , 01.3.xwa, , 11 ,,41,-4 NAIRFE'R TAN* • • •-,,,, 4,F, ,w,,<N4t,Y,`.-!,,r,.r,-, AP44,6,0'6 ...1% CAP E5A,X.4 f6“4.0,,,EE-1Nrkcjp. If_ ...couotg,,,.. ..,,,,,-„,,,y,,,, :::-.4...0.4p. • • • /I /....,,,jyt OR SO,',. Cm/awn': riry,;...;0,r,4601. ) VA. Pt SSNNASSU SRI RIOS' f af) rbral scrn OP 'KT A )) FI)10.1., oliNNNANINAT • • • • • • • • • 6 • • • • • • • • E MSTINO =Kell O. DRUM, „ 1,0M, O. /..43i SPACF.11 /I -0' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Et,uszines' Profess' n l 11A h4anuloclured Budding Program 1040 Nett Monroe Sitee4 Sloe 90Ax T, 0ahassee, Fimlda 32309-0772 Phone 850 487 1824. Fax'. SSO 414 8434 Ken Lawson, Secretary Robert Moore Lark Builders, Inc. P.O.Drawer 629 Vidalia, GA 30475 +�n August 22, 2016 RE: Manufacturer Certification, ID. MFT-114; Expiration Date: August 22, 2019 Dear Robert Moore Rick 8aott`Go�emor . • .... • • • • •• . •••• • • •••••• • • • • • •••••• • • • • • •• • • • • • • • • • • • •• • •• • • • • •• •• • •••••• • • • • •••••• . • • • • • • • • • •••••• • • • • •• • •• e • • • •• • 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 fon 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 webstte. All site -related installation issues are subject to the local authority having Jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain In compliance with the rules and regulations of this program. Your certification Is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS•(Www,floJ:IdgbUlldine.orq) 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 webstte at www.floridabulldlna.orq to see valuable Information on the Florida Manufactured Buildings Program. A copy of thls letter must accompany applications for local building permits. Sincerely, ( pp Robert Lorenzo Manufactured Buildings Program cc: Professional Service Industries •••••• • • •••••• • • •••••• • • • • ••••• • • •••••• • • GRAPHIC SCALE 20' 10' O 10' 20' (INFEST) I INCH = 20 FT. LEGAL DESCRIPTION: LOT 6, BLOCK 2, OF "NEW MIAMI SHORES ESTATES", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5 1 , AT PAGE 80, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: FOLIO NO. 1 I -2 136-001-0220 360 NW I 12 TERRACE MIAMI, FL 33 168 AREA OF PROVRJY: 7,500 SQUARE FEET AND/OR • • • • • • • • 0. 17k AGRES MORE OR LESS. • • • • • • • • CERTI FI EO•TO :• • • • • • Ala APUNDAR.Y•SUVEY HA� 3EV I PREPARED FOR THE E.Y44 IVE U3E OIV Tt1E ENTITIES NAME HEREON. THE •CERPTI ICATIOA Do.NOT Olfittlint ANY UNNAMED F"A •••• • ••••• • • • • •••• •••• •s•••• •- JEROME STUART • • • •••• • • •••• • • • • • •• • • • • • L1 ra' 1 art O nua Ry Si uY BLOCK CORNER LOT I ; BLOCK 2 P.B. 5 I ; PG. 80 SURVEYOR'S NOTES: .) THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE ABOVE LEGAL DESCRIPTION: PROVIDED BY CLIENT. 2.) THIS CERTIFICATION 15 ONLY FOR THE LANDS A5 DESCRIBED. IT IS NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS, OR FREEDOM OF ENCUMBRANCES. ABSTRACT NOT REVIEWED. 3.) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS BOUNDARY SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF HIS COUNTY, EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THIS PROPERTY. 4.) ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN FLORIDA MINIMUM TECHNICAL STANDARDS (5J- 1 7.51 FAC), IS "RESIDENTIAL".THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 5.) FOUNDATIONS AND/OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN. G.) TYPE OF SURVEY: BOUNDARY SURVEY 7.) ELEVATIONS SHOWN HEREON ARE BASED ON TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1 929 (N.G.V.D.29) 8.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD U.S. FOOT 9.) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK ON THE HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION. 10.) UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON. I I .) ENCUMBRANCES NOT SHOWN ON THE PLAT. 1 2.) THE WRITTEN CONSENT OF LANDMARK SURVEYING 4 ASSOCIATES, INC. UNDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 1 3.) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. 1 4.) WALL TIE5 ARE TO THE FACE OF THE WALL. 1 5.) FENCE OWNERSHIP NOT DETERMINED. I G.) BEARINGS REFERENCED TO LINE NOTED AS B.R. 1 7.) BOUNDARY SURVEY MEANS A DRAWING AND/OR. GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. 18.) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 1 9.) THE SOURCES OF DATE USED FOR THE PREPARATION OF THIS BOUNDARY SURVEY I5 'NEW MIAMI SHORES ESTATES' RECORDED IN PLAT BOOK 5 I , AT PAGE 80. 20.) THIS MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS 20 FEET OR SMALLER. r " _CEIV ED OCT 02 2018 `r L: CAI 40 I .92' (RSM) ROUND g' IRON PIPE (NO ID.) a ❑ O O O POUND,2", I RON'PIPE (NO ID.) 10.4 0 w U w -••••-I 0.45' 10.0' 8 5' ASPHALT 50' PUBLIC RIGH7:OF WAY 1 1!2TH'TERRACE`_ e s, 20' ASPHALT PAVEMENT I0'PARKWAY CONCRETE` :Ln• 10.0' x—x DOG CASE Iv x—x 7. m O O 0 N 2.15' WEST\—, F--1 7.50'--►� NC -x-x-x-x 75.00' .. 10"ALLEY rnm_ P.B. 51 - PG 80 FOUND IRON PIPE, (NO ID') 0 z 00' 0• II ❑ Ilz IL LOCAT/ON MAP SFCTION RG TOWNSHIP S2 SOI)TH, RANGE 41 FAST LYING AND BEING IN MIAMI-DADE COUNTY FLORIDA (NOT TO SCALE) Miami Shoos Village ZONING DEPT SUBJECT TO CCMPUANCE WI (H ALL FEDERAL VOTE ANC) CCUN-jYi3UL_S AND REGULATIONS ApieF .'`a RE IEW REQUIRED �nET / 0Floojda Health Miami -Dade County 0.20' 0.S.T.D.S. & We I Pii am EAST Application No.: Date: u F FOUND g 0"^ IRON PIPE ,(NO NOTES: N- I = A PORTION OF THE FENCE ALONG THE EAST BOUNDARY LINE FALLS OUTSIDE THE PROPERTY. Signature t L.AA/OMzit., ?% Sl.lf=VEY�INfi tl ASSOOATES. Mac. LB No_ 7633 PROFESSIONAL SURVEYORS AND MAPPERS 1435 S.W. 87th AVENUE, SUITE'201' MIAMI, FL 33174 PHONE: (305) 556-4002 FAX: (305) 556-4003 WWW.LMSURVEYING.COM EMAIL-LANDMARKSURVEYI NG@ HOTMAIL.COM ABBREVIATIONS ANO LEGEND: A/C =DENOTES AIR CONDITIONING UNIT APPR. =DENOTES APPROXIMATE AS�PH. =DENOTES ASPHALT =DENOTES PROPERTY LINE B.M. =DENOTES BENCH MARK C.B.S. =DENOTES CONCRETE BLOCK STUCCO CONC. =DENOTES CONCRETE L.P =DENOTES LIGHT POLE CB =DENOTES CATCH BASIN CL =DENOTES CENTERLINE ICt =DENOTES MONUMENT LINE L.M.E. =DENOTES LAKE* MAINTENANCE EASEMENT D.E. =DENOTES DRAINAGE EASEMENT D.H. =DENOTES DRILL HOLE (M) =DENOTES MEASURE (R) =DENOTES RECORD WPP =DENOTES WOOD POWER POLE U.E. =DENOTES UTILITY EASEMENT =DENOTES PLAT BOOK PG. =DENOTES PAGE P.C.P. DENOTES PERMANENT CONTROL OINT P.O.B. _1 NOTES POINT OF BEGINNING =D. NOTES TYPICAL =Di OTES MEAN HIGH WATER LINE =D NOTES WOOD FENCE —x— r -NOTES CHAIN LINK FENCE DENOTES IRON FENCE 0 =DENOTES FOUND IRON PIPE (NO ID.) ,S =DENOTES FOUND NAIL AND DISC =DENOTES ASPHALT PAVEMENT =DENOTES BRICK =DENOTES CONCRETE PAD ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED . SURVEYOR'S CERT/F/CAT,O EREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF 1HAF 1 f d5 'MAP OF BOUNDARY SURVEY" I5 A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THAT IT MEETS THE STANDARDS OF PRACTICE A5 SET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL LAIID-StrR7EYORS IN CHAPTER 5J- 1 7.050 THROUGH 5J- 17.052 OF THE FLORIDA ADMII,NI TRATIVEJCODE AND ITS 1 LEMENTING LAW, PURSUANT TO CHAPTER 42.02• LORIDA STq„ UTE. /j' 4, SIGNED "-%�� FOR THE FIRM ARTURO MENDIGU J- , P.S�M' P.S.M. No. 5844-STATE OF FLORIDA NOT VALID WITHOUT TH6-SIGNATURE • . D THE ORIGINAL RAISED SEAL OF A FLORIDA D MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT LICENSED SURVEY() REPORTS BY OTH WRITTEN CONSEIGT OF THE SIGNING PARTY OR PARTIES IN A DIGITAL FORMAT NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. FLOOD ZONE: X ELEVATION: N/A COMMUNITY: 120635 PANEL: 12086C0139 DATE OF FIRM: 09- I I -2009 SUFFIX: L ORIGINAL MELD WORK SURVEY DATE 02-23-201 8 BENCH MARK: N/A ELEVATION: N/A DATE DRAWN BY SCALE 02-28-20 18 M.G. I "= 20' REVISION / UPDATE OF SURVEY DATE DESCRIPTION N/A N/A JOB Na. 1802-214 �„� • Information ��• On CODE CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 plans Review: Rhard Olds ICC #5107840 FL #SMP-45, SMI-76 LSUCCC #U02416 Department Manager: Victor C. Martin FL PE #82379. LA PE #42017 LSUCCC #U02436 ROOF SHEATHING OPTIONS: - BOX RIB ALUMINUM - 29 GAUGE STEEL AG PANEL - STANDING SEAM STEEL - ASPHALT SHIGLES PSI APPROVAL 2017-11-14 DESIGN PRESSURES ROOF +41.7/-141.8 WALLS/DOORS/WINDOWS +48.8/-43.9 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF VARIES 6-0" TO VAULTED SLOPE STA N Id VAULTED SLOPE 0 0 1 0 J J DARD J RIDGE STANDARD SLOPE \ 3.5" 20GA. METAL FRAMING 16" O.C. MAX. STANDARD SLOPE \ TRUSS --/ END WALL WALL D TRUSS -OPTIONAL PORCH-4' OR 6'--I GOOF FWAV ING PLA\ RAFTERS ARE IN -LINE WITH WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH CODE INFOR CODE VERSION MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE FIRE PROTECTION FIRE SUPPRESSION SYSTEM OCCUPANCY ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR 2017 FLORA 9UIDN0 1D1110rN, A0CE-T. 2014 LARK BUILDERS. eth ILDNG e7IY9 Ii' 'LOIN STORAGE V-8 NONE NONE STORAGE V•-2000eph ENCLOSED +/— 0.1e • 1.16 • • 1Ep6!• • ROOF WE LOAD• • ▪ • 20PSF OR 30pe itAN* I • • WF • • £2 P ROOF DEAD LAN FLOOR DEAD LOAD • . • FLOOR LNE LOAD 'R' RATING OF MODULES PER BUILD! R. ROOF N/A HURRICANE P L•TIER @SAGE • • N4 HURRICANE SHEL •ySA9E SQUARE FOOTAGE REV • NO • • • • REVISIQIQS• : • • • • • i15 so.FL OR 1? � • • • .. • "DESCRIPTOR • • • PY • • • • • • • • • • • • •• •. • • • • •••• • • • • • 9• • • • •• • LLJ uJ x 0 co uJ (7) 0 J LL1 W (!) Dra•n By: MTB Dote: 10/15/17 Scala: N/A Model#: LB—S—LBE-200D . FOu DA PLANS ARE NOT PART OF THS PLAN SET MO ARE GOVERNED BY 2 UIDINNG IS - T F NDE ENERGY CONSERVAnOt1 SECTION OF CODE 3, REFER LE-0O'IM OR DUALS FPROPER PATALLATRR) R REC S EMrs TO MEET COOL 4. ALL LU FOR c0NSERUCOON *ILL BE 42 S.Y.P. EXCEPT As Ii ssrR11104LIREs OVER 400 50. FL NEL HAVE AN ea' MINIMUM DOOR_ 6. GUTTERS TO BE INSTALLED ON-S11E EH OTHERS THRU LOCAL 7. ACOiLL 18140065 AND DOORS TO MEET THE MIN41E1M sPECIFEADONs AS PER FLORIDA BIRLD8IO COOL 8IN ACCORDANCE *EH PBC 1e00.1.2, STORAGE SHEDS ARE NOT TD�EW616I1ED FOR HUMAN NASETATION TRTH A FLooR AREA OF LESS MA44NTORY *0I900R11E DEBRIS IMPACTSTANDARDS OF NE 720 SQUARE FEET ARE NoT REQUIRED TO COMPLY 2014E •.I ACCORDANCE WON MC 100e,1.1, BULDNGS THAT ARE 400 S0114E FEET OR LESS THAT ARE NTENOED FOR 115E N coNIUNCIION DARN 0R1F AND NO- FADDY ARE NOT SUUBECCT14 0 THE DOOR HDONT AND *DM REQE11R N1s OF THE FBC 10. N ACCORDANCE MTTH FLORDA STATE STATUTE 583.e0(1)d, LA* STORAGE BULIXNOS RID s4ORAGE 51ED5 REARNG THE INSICM OF APPROVAL OF THE DEPARTMENT ARE NOT SSIECT TO 4553.842 (D o ORFscoucr APPROVALS once coNEN15) Nor RmuREO FOR WDY ARE NOS `````� W III►1iii// ```\��E .......... e�9 z„ � •0CENSF• ••GL.i i • vim:• •• • : �... • tY 'r•�. STATE OF r�� .•'•. FLOR10P ��/lllllll��\ Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-1 OF 7 v*c• lnfnnrtation H J' .Ti,I3uildOn ••••••• • Oonws•Ww • •W CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review: F9chard Olds ~CC #5107840 FL #SMP45, 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. SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 8'-0" WALL HEIGHT 3.5"-20GA METAL STUDS, SPACED AT 24" O.0 MAX. VARIES, 6'-0" TO 13' 8" FRA V E SECTION 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) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE SHEATHING FASTENED W/ #8x1.5" GRABBER SCREW (OR EQUAL) AT 6" O.C. 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 DETAIL SEE ROOF FRAMING SCHEDULE FOR RAFTER AND BRACING SPACING 3.5-20GA METAL STUDS SPACED AT 16" O.0 MAX. 7 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 DETAIL CODE INFORMATION CODE VERSION MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE 2017 FLORIDA BULDND CCCE &Ir Ece ON, ASTE-7, 2014 NEC LARK BUILDERS, INC. MANUFACTURED BUILDING RP:10MILL LAWN STORAGE v-I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V•-200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.16 IMPORTANCE FACTOR • ROOF DEAD LON • • • ROOF LIVE LOAD, • • • • FLOOR DEAD LOAD • • •• 1.12 11016111 20PSF OR 3001e "ONO 606D• 1255PSF ' RATING • OF WALLS•FLOOR, ROOF •le• •4* FLOOR LIVE LOAp MODULES PER tIUCA!NG• • • • • • • HURRICANE PROTBE1011 USAGE • • HURRICANE SHELTTR• iS • • • SQUARE FOOTAGE REV NQ No • • • SQ.FT. oft • • • • • REVISI_OR/ : • • • • •DESCRIPTO►• • • • • • • • • • •• • • • •• • • • • •• • • • • • �••• • PY •• _ • LL 0 Li O Drawn By: MTB Date: 10/16/17 Scale: N/A Modell: LB—S—LBE-200D . FOUNDA PUNS A,R1E NOT PART OF THIS PLAN SET AND ARE 2.mencooK BUILDING IS xDI IPT FROM THE ENERGY CONSERVATION SECTION OF COOS 3. REFER TIE-00�M DUALS FOR PROPER INCTALUTION REQUIRE EMS TO MEET CCOE 4. ALL LU BER FOR CONSIRUCIION WILL BE /2 GYP. DICEPT AS NORD. 4 STRUCTURES OVER 400 s0. FT_ WILL Ew9E AN e0' MmIMU/ Dace. e. CUTTERS TO BE INSTALLED DN-STTE BY CIDERS THRU LOOM. 7. ALLWINDOWSAND DOORS TO MELT 714E 11N0,11.M spECIFlr/I)08S AS PER FLOPoOA BUILDING CCDE. & IN ACCORDANCE WITH FBC 1609.1.2. STORAGE SHEDS ARE NOT DE90NiD FOR HUMAN HABTTATON OATH A FLOOR AREA OF LESS ISWI 720 SPARE FEET ARE NOT REWIRED TO COMPLY WRH 1HE TORY 10111090860 MRS IMPACT STANDARDS OF 114E 2014 •.IN ACCORDANCE NOR FBC 1006,1.1. BUL06K:S 11E17 ARE 400 SQUARE FEET OR LESS THAT ARE W OI-TENDED FOR USEINCONJU ARE NIST SJBJE T TO WTD ONE -All? AND WIDTH YRE01LRAOIITS OF 060 20T TO THE DOOR HEIGHT AEO FBC 2014, 10. IN ACCORDANCE 91.0.0 WRH ESTORA STATE STATUTE G THE INS IA O STORAGE B00 Th s AND TMENT A sums BEARING THE IN9IGN 7 OF APPROVAL OF THE DEPARTMENT ARE NOT EQUIRCT FC W N OR (DOQ6 OR met CODA ENISEMSPON ARE NOT REOURED FOR WINDOWS. `` `� �\ T 1111///:/ � B,q �O��i ♦. oCENSF STATE OF F L O R 10 •'\�`♦ /' ,S/0 N A L . ` `�� ///1111111 0 141z- Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-2 OF 7 awl• hlOnttuliun ,t..." :lb Build On CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Wlans Review, R hard Olds ICC #5107640 FL #SMP-45, 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 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 / / / / / / / / / / / 4x4 P.T. POST 3.5" 20GA. #10 SELF END STEE_ TAPPING (1 INTO BRACE W/(2) SCREWS EACH FLANGE) EACH )0 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / /// // / / / / / ,/ / N) (2)MITEK OR ALPINE 3.5" 20GA. STEEL , 3"x5" OR EQUAL STUDS ©16" C.C. MAX. // 4'&6' OPTIONAL PORCII g,r'-0" MAX • STA\3AID WALL DETAIL 3.5" 20GA. STEEL TOP PLATE END WALL 3.5" 20GA. STEEL SOLE PLATE FLOOR FRAMING CODE INFORMATION CODE VERSION 2017 RADA BUDDING CODE •A 0211011 ASCE-7. 2014 NEC MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE LARK BUILDERS, INC. MANUFACTURED BUIIDNO RESIDENTIAL LAWN STORAGE V—B FIRE PROTECTION NONE FIRE SUPPRESSION Sm,EM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED Vw-200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.16 IMPORTANCE FACTOR • 1.1ll ROOF DEAD LOA% • • • • ROOF LIVE LOAD. • • • RXp 20PSF 0R 30111E •019t0 MI • FLOOR DEAD LOAD• • • • • FLOOR LINE LOAA N. RATING OF WALLS,•FLOOR, ROOF MODULES PER BLIIrrale • • ••• IOW • • i2_SP2F • • • • HURRICANE PROTEfTION USAGE •• N4 HURRICANE SHEErFA,UpiGC SQUARE FOOTAGE REV • • N0 • • . .7113 SOIL OR less••• • • REVISIQII/ : • • • • •DESCRIPTOM• • • • . • • • • . • • • QY • • • • •• • •• • • • • • • • . • • • • • • 9• e: • •• • J W cn Drown BY MTB Date: 10/15/17 Scab: N/A Model/: LB—S—LBE-200D fILFISBAAMPLANS ARE NOT PART CF THIS PUN SET AND ARE GOVERNED BY LOCAL 2. THIS BULGING 6 Min FROM THE ENERGY CONSERVATION SECTION OF CODE 3. REFER 0 TIE—DO'1M DEUE.S FOR PROPER INSTALLATION 4. ALL LU BFR FOR coNNTRUCRCN WILL BE /2 S.YP. EXCEPT As 0. S1 rucT 1RE5 OVER 400 SO. FT_ Wu HAVE AN e0• MWM11M Dom. 4 GUnDS To BE NRM.LED oN-SITE BY OTHERS 1HRU LOCAL 7. AALLLL YAWNS AN3 DOORS To MEET THE 1.6MI4UM SPECIFICATIONS AS PER FLORIDA BULD94G CODE a. IN ACCORDANCE WRH FBC 1609.1.2, STORAGE SHEDS ARE NOT DESIGNED FOR HU4AM HABRATION Rini A FLOOR AREA OF LESO MANLUTTHE � WWDBORNE CURS IMPACTSQUARE FEET ARE NOT REQUIRED 88 � OF COMPLY 9. iN ACCoRDANcE WIM FOC 1000.1.1. BUIDNG5 1NAT ARE 400 SQUARE FEET OR LESS THAT ARE V1 �NTENDED FOR USE OrcON NOT SUBJECT ON Wmt ORE— ItroGH AND WIDTH YREQUIRELENTS ARE THE FBC 204, THE DOOR HEIGHT AM 10. N ACCORDANCE RIM FLORDA STATE STATUTE 553.60(1)d, LAWN STORAGE BURANaS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 4553J342 (� OR OTHER COMPONENTS) 11Dr REouRED FOR YpNoGNs, STATE OF Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-3 OF 7 T,r• lrfurnrwlion � i..TihBuildOn fny..Y. • C._r. • •,m,. CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 `lane Review: Richard Olds (CC #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 DRIWNG GRABBER SCREWS, (1) INTO EACH FLANGE 3,5' BRACE AT 3'-0" ABOVE FINISHED FLOOR. ATTACH TO EACH STUD W/(2) /10 SELF DRIWNG GRABBER SCREWS, (1) INTO EACH FLANGE ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6" 0,C. 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). 3.5' 20G* STEEL STUDS 016' O.C. MAX. VARIES. 6'-0" TO 13'-8" END WALL FRAMING OPTION ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6' 0.C. 12 1.5 VARIES, 6'-0" TO 13'-8" 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 OPENINQ FOR SIDE WAI 1 S ARF TO BE FRAMED SIMILAR TO THOSE SHOWN HFRE FOR FND WAI is 3.5'-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) #10 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REQUIRED ON $ALE WALLS (BOTH SIDES OF EACH CORNFR) 3,5" BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/(2) 110 SELF DRIWNG GRABBER SCREWS, (1) INTO EACH FLANGE 12 1.5v 3 20GA, STEEL STUDS 316" ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6' 0.C. VARIES, 6'-0' TO 13' 8" END WALL FRAMING OPTION 12 VARIES, 6'-0" TO 13' B" 3.5"-20GA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) /10 SCREWS, (1) INTO EACH FLANGE NOTE THIS BRACING IS RFQUIRFT ON SII1F WALLS (BOTH SIDES OF EACH CORNER) ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAO(/1 AT 8" 0.C. 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) CODE INFORMATION CODE VERSION MANUFACTURER 2017 RDRMA BUMMEL CODE UA 60T•II. ASCI-7, 7014 t C LFRR BUILDERS, INC. BUILDING TYPE CONSTRUCTION TYPE IMNUFACR)RED BUILDING 9ESIDFN1ML LAWN STORAGE Y—B FIRE PROTECTION NONE FIRE SUPPRESSION STSiLM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED Vr —200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— ate IMPORTANCE FACTOR • 1.13 ROOF DEAD LOAD • ROOF LNE LOAD. • • • • • 20PSF DR 3009 TWIN• to.e• FLOOR DEAD LOAD • • • • •0.6F FLOOR LIVE LOAO "R" RATING OF VALLS,OFLOOR, ROOF MODULES PER BIU • • •• ciAPIr • • • HURRICANE PROTEEIAII 465AGE HURRICANE SHECT R LISO SQUARE FOOTAGE •• • • N4 10 • • .7110 soj'L DR • • • REV • • REVISOR/ _ • • • DESCRIPTOM• • • • • • ICY • • • • • • • •• • • • • • • • • • • • • • �• • •• •• • w 1- 1— LU LdJ x 0 CO Ld 0 (n a_ J uJ LLJ (/) LAYOUT - J J Q 0 z L3J Drown BY MTB Date: 10/15/17 Scab: N/A Model/: LB—S—LBE-200D F1W DA PLANS ARE NOT PART OF 1HS PLAN SET AND ARE 2SOCTIO BUILLDNGLIS PT F 1NE ENERCY CONSERVATOR SECTION OF CODE. 3, REFER RE-WVM OVALS FOR PROPER INSTALLATION REDO EMS 10 MEET cow. 4. ALL LU BER FOR CONSTRUC110N HALL BE 12 S.YP., EKCEPT A4 6_ ssroucrU E.S OVER 4CO so. FT_ WILL HAVE AN e0' MD414uM DOOR_ 6, corms To BE INSTALLED ON-9TE BY OTHERS THRU LOCAL 7. VLLLL YFNDDITS AND Doom TO BEET THE MDBMuM SPECIFICATIONS AS PER FLOPoDA BULDING COOS. n IN ACCORDANCE WITH PBC 1600.12 STORAGE SLEDS ARE NOT DESIGNEDFOR HUMAN HABITATION WITH A FLOOR AREA CF LESS T720 SQUARE FEET ARE L14DAT W9DBO DEBRIS ST OF THE 2014 9.0F ACCORDANCE WRH FBC 100E0.1. BULLONGS THAT ARE 400 SQUARE FEET OR LESS THAT ARE IN hiqur,0 FOR LSE IN SE SUBJECT TON Wr1H ONE -AND 1Yp- HYRR I ACES AO NCR THEE FC204 THE DOOR HOW AND �EN15 10. OF ACCORDANCE *EH FIARI)A STATE STATUTE 563.80(1)41, LAWN STORAGE 01JWNG= MO STORAGE SHEDS 85AT)NG THE INSIGNIA oP APPROVAL OF THE DFPMTWENT ARE Nar 01*45Cr TO 11ss3942 (FLORLOA OR OIruc NCOI�O ENS) Nor RIMMED FOR WINDOA'5• ````‘‘ 1 III1/////. ',\ JCENs • •. GG,i .... i ...- STATE OF :• (V I/11I1I1AI MattheW T. Baldwin P.E. Florida License #64608 Sheet: FBPR-4 OF 7 ,r4;,..741 Inf017,Kdion -�• .r,etlrr,IO,t 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 1 SKID RUNNER SPACING* UNDER 30' LENGTH SHED WIDTH A B 6'-0" 15" 42" 8'-O" 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 2017-11-14 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. 50'-0" MAX. 16 0.C. TYP. *FLOOR SHEATHING SECURED WITH 28"X0.113" NAIL (OR EQUAL) © 6"O.C. MAX CO 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 CID FL00� FAIV \G PLA\ 4'-0" OR 6 -0 OPTIONAL PORCH CODE INFORMATION CODE VERSION 2017 FLORIDA•IALOINO CODE 9t6 usno14. ACE-7. 2014 IRC MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE CONSTRUCTION TYPE IIANUFAC11JRED BUILDING RP:MFH71AL LAWN STORAGE V—B FIRE PROTECTION NONE FIRE SUPPRESSION STSI NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V•-200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.10 IMPORTANCE FACTOR ROOF DEAD LOAce • ROOF LIVE LOAD• • • FLOOR DEAD LOAD• • •• • FLOOR LNE LOAR • • 'R' RATING OF 10,4,FO91R, ROOF MODULES PER BUILDING 1.1• tate 20PSF 0R 3001D $034, l54 • 1AAr ;Ms, N/A 1' • •••-•• • • •• •— HURRICANE PRokeitilt ElGE • • HURRICANE SHELTTeR•L • . • PR • .719 Sail OR L)35+ • • • • i REVISI945' : • • ND• SQUARE FOOTAG • • REV "DESCRIPTOR • • •DATE. • • • • • • • • • • • • • • BY • i• ■ • • •• • • • • • • • __ • • • • • • • • • W W >X 0 CO IY W 0 J uJ LLJ (I) O Q J O 0 Drawn Bn MTB Date: 10/15/17 Saab: N/A Modal/: LB—S—LBE-200D . FOU DA PLANS ARE NOT PART OF THIS PLAN SET AND ARE JRISDICTION 2. GOVERNED)45 91 8N0BY L5E70.MPT FROM ENERGY CONSERVA10N 9ECoON OF CODE 3. REFER TIE-DOVM OETALS FOR PROPER RRTALLATION REOU TO MEET COOS 4. ALL W FOR CONSTRUCTION 'TOLL BE 42 5.Y.P.. EXCEPT AS 0. 91RUCR1R6 OVER 400 so. Fr_ FALL HAVE AN e0' MIMMUM DOOR_ 6. GURERS TO BE INSTALLED 011—S1E RC OTHERS THRU LOCAL 7. ALLWINDOWSAND DOORS TO MEET THE 1,1441.611.1 SPECIncATIONS AS PER FLORIDA BUILDING CODE B. IN ACCORDANCE WITH FBC 1609.12 STORAGE SHEDS ARE NOT 7D���ERRA9ANlr�NED FOR HUMAN HAISTATOWlnRCMN l RCM AREA OF LESS MAFLAT� WINDBO DEER S II ACTSQUARE FEET ARE NoT TSWORDSSOOF THE 2014 9.1/CCORDANCE 1/Am1 FOC 1000,1.1. BU 06405 TINT ARE 400 SQUARE FEET OR LESS THAT ARE W 6IIE,— NApXED FOR USEINcolouNcn NOT SUBJECT TO TIED OR HEIGHT Alp WDTN REILY pRJRE1ENTS OF THE RC 2014, 10. N ACCORDANCE W1nF FLORDA STATE STATUTE 553.130(1)d, LAWN STORAGE eULGNGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT APE NOT SUBJECT TO 4533)342 (FuxaoA R� NOT REQUIRED FOR WINO0(S. DOORS OR ODLDAIPONEH .0“1 ``‘‘�eWIT11a,:///i %‘ & •L�C•ENs • 0�, i i STATE OF 44/ i �.c� �'•. F L O R I D P` •'• ����` `` / ' 4,/ '/111,II% "‘‘ Matthew T. Baldwin P.E. Florida License #64608 2 S Sheet: FBPR-5 OF 7 •+•+• Injomtation ��� .Ti,I4ui1dOn .........•�....•• •. CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review: Ri hard Olds #5107840 i FL #SMP-45, SMI-76 LSUCCC #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" 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- 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. *FLOOR SHEATHING SECURED WITH 2i"X0.113" NAIL (OR EQUAL) © 6"O.C. MAX 50'-0" MAX. ` 16 0.C. TYP. 1zKID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B 6'-0" 12" 24" 8'—O" 16" 32" 10'-0" 20" 40" 11'-0" 22" 44" 11'-8" 24" 46" 13'-0" 26" 52" 13'-8" 28" 56" "VALUES ARE FROM END OF JOIST TO CENTERS OF SKIDS ONLY. 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 S < I D FLOOR F RAtV ING PLA\ 4'-0" OR 6'-0" OPTIONAL PORCH CODE INFORMATION CODE VERSION 2017 HDR I A DIALON0 CODE •A E00001. ASCE-7. 2014 NEC MANUFACTURER LARK BUILDERS. INC. BUILDING TYPE MANUFACTURED BUILDING RESIDEMIAL LAWN STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION ST,ILM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V+-200mpe EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.16 IMPORTANCE FACTOR ROOF DEAD LOAD, • .•• • ROOF LIVE LOAD • • • FLOOR DEAD LOAD • • • FLOOR LNE LOAD 'R' RATING OF VieJj..1:1411, ROOF MODULES PER BUILDING ••• •• 1.1f RAO 20PSF OR 3001E i dl{IP Oat • 1016E N/A Y HURRICANE PROVTIBNP @SAGE • • NO9 • No • 719 SOFT. OR LIB: • • • • REVISIQi1S•: •. HURRICANE SHELTEI.AVIC, • • • • • •• SQUARE FOOTAGE • •-•-•'•'rr • REV • • bESCRIPfOR • • • DATE• • BY • • • • • • • • • • • • • • • • • •• • •• • • • • • • • IV 1.1 LdLLJ W J W W (/) () J IJ 0 0 0 Li Drawn By: MTB Date: 10/16/17 Scale: N/A Model/: LB—S—LBE-200D . FOU O PLANS AR�lE1 NOT PART OF THIS PLAN SET AND ARE GOVERN2. BI RING Eff IS askew FROM TIE ENERGY CONSERVATION SECTION OF Coo. 3. REFER 7MpEN1IIEE-00'NN DETAILS FOR PROPER INSTALLATION RECOILS4. UBER FOR TO COIESTRUCTIC44 BILL MEET BE 12 SIP. DICEPT AS NOTED 4 STm1LTUTRS avER 400 50. FT_ RILL RNVE AN Bp' MODMUM DOOR- S. GUTTERS TO BE IISTAEIED ON -SITE BY OTHERS 1HRU LOCAL 7. ALL WINDOWS MO DOORS TO ♦t&ET THE I uM SPECIFICATIONS AS PER FLDRICA RAMC COO. SIN AOCORO0NCE BIM FBC 1600.12. STORAGE BEDS ARE NOT T5RrE4SSAINNGL•D FOR HUMAN HABBATION VTR A F1DOR AREA OF LESS 720 SQUARE FEET ARE NOT REQUIRED TO COMPLY II5DI 'ME MANDATORY WWDBORIE DEBRIS IMPACT STAND4NS OF THE 2014 IL iN ACCORDANCE *MI FHC 1008.1,1. ammo net ARE 402 SQUARE FEET 0R LESS THAT ARE Er INTEN6ED FOR USE C�INS BTO WTM OR AND AND R— FAMILY D REQUIREMENTS 06 THEE FBCSUBJECT TO THE DOOR HDrA1r FBC 2014 10. M ACCORDANCE BUILDINGS WITH FLORDA STATE STATUTE 6G THE INS. UWN STORAGE BULDNOS AND STORAGE SHEDS BEARING THE INSIG111A a APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 1553842 (FLOWOA PROOULT APPROVALS ARE NOT REQUITED FOR 10N0045. cores OR arms ca1poNENTs) ```` � I T . ��/i .'`� • �'`CENSE • e: �� STATE OF ram` F�ORIDP•'•���`� i S mom '','� /011111 1\ ���� Matthew T. Baldwin P.E. Florida License #64608 1- Sheet: FBPR-6 OF 7 .,,tee Injamariwt 1 .Jf .(78uildOn e.I,w.Ye • two.... W..* CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 MIans Review: Richard Olds CC P.5107840 e FL #SMP-45, SMI-76 LSUCCC ,YU02416 Department Manager: Victor C. Martin FL PE #82379, LA PE 842017 LSUCCC 8U02436 ELECTRICAL SYMBOL KEY (rp RECEPTACLE c[p240 240V RECEPTACLE SINGLE POLE SWITCH STHREE WAY R SWITCH 0 CEILING MOUNT LIGHT FIXTURE -0 WALL MOUNT LIGHT FIXTURE 0 FLUORESCENT LIGHT FIXTURE J JUNCTION BOX PSI APPROVAL 2017-11-14 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 o-- o I i uJ \ v SRS 3.5" AL STUDS ACED AT .C• \ I MM I 0 24" SEE FRAMING VARIO AND (:---) \ END WAL S TION;/ FO DO FRAM . � (::Yi: ----______. SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE n'-fl" KAAYIN,11 WP I IAA RI III TIN(: 1 FNCTI NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY CODE INFORMATION CODE VERSION MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE FIRE PROTECTION FIRE SUPPRESSION STSILM OCCUPANCY ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR • ROOF DEAD LOAg • • • ROOF LIVE LOAD. • • FLOOR DEAD LOAD• • FLOOR LIVE LOA. • •• R2' RATING OF lWALLS•FLOOR, ROOF MODULES PER BURL' • • • • 2017 FLORIDA 11110.01110 COOS IRI, TQIIIOIL AYE-7. 2014 It C LARK BUILDERS. INC. MANUFACTURED BUILDING RESIDENRAL LAWN STORAGE V—B NONE NONE STORAGE V—200mph D ENCLOSED +/— 0.18 1.2 •0•S• 20PSF OR 3oabipsI'!O•D• ♦DOSE 4R A • • • • HURRICANE PROT1MrOOM VISAGE HURRICANE SHELTEFiAS.rt SQUARE FOOTAGE REV •• • • • NO • 6779 SEISE OR OE•S• • • • • REVISIQ114! • • • • • • •DESCRIPTON• • • • • • • • •• • • • • •• • • • • • •• • • • •Or1T{:•�Y • • • • • p••••- LLJ Q w m LLJ m J LLJ LLJ _J Q LiJ 0 ELECTRICAL Drawn By: MTB Date: 10/16/17 Scale: N/A Model#: LB—S—LBE-200D - FOUNUAED B P1490 ARE NOT PART OF TNs PLAN sEr AND ARE CHIEIiB IL BY LOCH. ,IU LDp 2. THIS BUILDING IS EXEI8PT FROT) ENERGY CONSERVATION SECTION OF ECODE -00 3. REFER TIE-00N14 tT COO FOR PROPER INSTALLATION REWIRE EMS TO 1 EET CODE 4. AEI. UJ •ER FOR CONSIRUCBON 'NICE BE /2 S.Y.P EXCEPT AS 6_ STRUCTURES OVER 400 so. FL WU. HAVE AN 80' MINIMUM DOOR_ e. GUTTERS TO BE INSTALLED ON —SITE BY OTHERS TIRU LOCAL 7. AALI BINO0W9 AND DOORS TO MEET THE lM9UUM SPEGFICA110NS AS PER FLORIDA BU•DING CODE 41N ACCORDANCE WITH ABC 1800.1.2, STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATDN WITH A FLOOR AREA OF LESS TWA 720 SQUIRE FEET ARE NOT REQUIRED TO COMPLY *OH THE MANDATORY **DOOM DEBRIS IMPACT STANDARDS OF THE 2014 9. IN ACCORDANCE Wm+ FBC 1008,1.1. BUED•4s THAT ARE 400 SoIARE FEET OR lESS THAT ARIEypNTEN YFOR USE IN COSUS NTHE DOOR HE 0 a AHA WIDTH REOLIIRESICREI,ENTS 0 11E FBC 2014, 10. IN ACCORDANCE WITH FLORDA STATE STATUTE 663.80(1)d• LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARWO THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ME NOT SUBJECT ID OBcx R47 (FLORIDA PRODUCT APPROVALS ALE 1407 REQUIRED FOR W11400Ns, Doom OR OTHER 50UPONENIs) Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-7 OF 7 • TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS 1/2' 3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER EXISTING 4" CONCRETE TIE -DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR WRH U-CHANNEL (TYPE 3) (1) 4x4 SYP #2 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 zm TYPE 1 30" DRIVE ANCHOR FOR ROCK/CORAL r ) ??TYPE 2A 30" AUGER ANCHOR ) FOR SOIL/CLAY ( ` • TYPE 3 CONCRETE ANCHOR WITH EXPANSION BOLT TYPE 2B 30" AUGER ANCHOR FOR SOIL/CLAY TYPICAL ANCHOR TYPES TABLE 2A — 165D/170C 30" AUGER ANCHOR SPACING TABLE 2B - 140C 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 16'-0" 10'-0" UP TO 16'-0" 10'-0" 16'-1" TO 20'-0" 8'-0" 16'-1" TO 24.-0" 8'-0" 20'-1 " TO 24'-0" 6'-0" TABLE 2C - 120C 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 24'-0" 10'-0" 1/2"x3" (4,000 L8.) CONCRETE WEDGE ANCHOR WITH 2" WASHER GRADE 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) EXISTING 4" CONCRETE TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR LAG BOLT) TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WRH WASHERS 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH U-CHANNEL (TYPE 3) (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (1) ALL ELSE(CANBE SET ON GRSKIDS GROUND). EXISTING 4" CONCRETE TIE -DOWN STRAP SECURED WITH (8) 100x1.5" NAILS 5/8" x 30" EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, DRNE STYLE FOR ROCK/CORAL (1) 44 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 46 P.T. SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). OPTIONAL SUPPORT PAD (P.T. W000, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. 1/2"x5" (4,000 L8.) CONCRETE WEDGE ANCHOR WITH 2" WASHER 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) OPTIONAL REINFORCED CONCRETE FOUNDATION TIE -DOWN STRAP OR 3/16" GALVANIZED STEEL CABLE (SEE NOTES) 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WTTH 2" WASHER (1) 4x4 SYP y2 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 TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR 241LAG BOLT) 5/8" x 30" EARTH ANCHOR WITH EYE HOLE: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL (1) 4x4 SYP #2 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. 2" WIDE 11 GAGE STEEL 'L' BRACKET TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 6 BOLT MINIMUM WITH WASHERS (NUT & BOLT 0R 211"LAG BOLT) 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER (1) 4x4 SYP #2 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 T1E-DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS, ALSO CONTINUOUS AND ATTACHED TO GROUND ANCHOR ON OPPOSITE SIDE 5/8' x 30" EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL (1) 4x4 SYP #l2 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 OR SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. TIE -DOWN DETAILS TIE -DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO GROUND 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 (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. TABLE 1A - 120C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 6.-0" 20'-O" 7'-0" 16.-0" 7'-6" 14'-0" 8'-0" 12'-0" 9'-6" 10'-0" 10.-6" 8'-O" 12.-0" 6'-0" 12'-0" CODE INFORMATION CODE VERSION FRC 2017 611 Edition. ASCE-7. 2014 NEC, RC 2016, NFPA 70 MANUFACTURER LARK BUILDERS BUILDING TYPE CONSTRUCTION TYPE REESFACTURED ENTIAL LAWN BUILDING RESIDENTIAL STORAGE V-B FIRE PROTECTION NONE TABLE 1B - 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" 10'-0" 8'-6" 8'-0„ 12'-0" 6'-0" 12.-0" FIRE SUPPRESSION �7hILM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V+-120/145/165/175mph EXPOSURE C/D • • • • INTERNAL PRESS:RE CaEPFliIENT • ENCLOSURE IMPORTANCE FACTI • • • • ROOF DEAD LOAD • •EICLOSED •• +/- O.IB •1.15 •W " •• • ROOF LIVE LOAD• FLOOR DEAD LOAF • • • FLOOR LIVE LOA}i • • • • "R" RATING OF 84•F}QpR, ROOF • • MODULES PER BUILDNG • ••• HURRICANE PROTECTION USAGE •x. • 20PSF OR 300118 POINT LOAD 1OPSF • bad •• HURRICANE SHDTER rSAGif SOUARE FOOTAGE • • N/A •• • I• • NO. • • • • NO • • S19 SOFT. DI•I1E• • • • REV • • • • REVIS}bNS • • •• CESCRIFOND ••• ADDED TYPE 2B EARTH ANCHOR. ADline LA%BOLT OPT. •:Y 10/18/15 MTB 2 ADDED 'U BRACKET SETUP, ABS GAP NOTES 2/10/10 the 3 ADDED 3/16" GALVANIZED CABLE 6/16/16 MTB ADDED NOTE 11 ON STACKING BLOCKS 6/30/16 MIB TABLE 1 C-1 65D/ 175C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 3'-6" 20'-O" 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" TIE -DOWN NOTES: 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER —TO —CENTER. 3. TIE —DOWN STRAPS TO BE MINIMUM 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS Q0S-781—H, TYPE-1, FINISH-8, GRADE-1. TIE —DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE 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 PST (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#OTICB1, OTICB2 OR EQUIVALENT) 11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. CAPACITY (3,150 LB. x 1.5). Z 0 ANCHORING LLB Q 2E Drawn By: MTB Date: 4/3/18 Scale: N/A Model{: LARK BUILDERS PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES W11111111// •• '\ •*�AGENSE• 8 *I COM -) . i STATE :( J\4 /18 ce RIC %;'�,''; i"•IN •A "‘ /1/ /0 N A \- 0```` IIII Matthew T. Baldwin P.E. Florida License #64608 Sheet: AP-1 OF 1