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RC-18-3254Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Dater 11/16/2018 Pei El Permit NO.:,RC.10-18-3254' it Type: Building.(Residential) Work Classification: Shed Permit Status: Approved Expiration: 05/15/2019 Parcel Number 47 NW 94TH ST, Miami Shores, FL 33150 1131010340130 I Contacts ANTAL AURELIA & PIERRE LOUIS 47 NW 94 ST Home: 3053319958 Owner Description: INSTALLING A SHED > SAME PLACE WHERE IT WAS BEFORE ( IT WAS DAMAGE BY THE STORM ) 6'X12' X8' Fees Amount CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Planning and Zoning Review Fee Residential Application Fee Scanning Fee Technology Fee Total: $1.80 $2.00 $2.00 $0.60 $50.00 $35.00 $50.00 $9.00 $2.50 $152.90 HOME OWNER HOME OWNER Contractor Valuation: $ 2,100.00 Total Sq Feet: 0.00 Inspection Requests: 305-762-4949 Payments Total Fees Cash Deposit Amount Due: Date Paid 11/16/2018 10/24/2018 Amt Paid $152.90 $102.90 $50.00 $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 hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulati consyucti p and z. • g. Futhermore, I authorize the above named contractor to do the work stated. ignat e: Owner / Applicant / Contractor / Agent Date November 16, 2018 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax; 305-756-8972 Inspection Number: INSP-002202-2018 Permit Number: RC-10-18-3254 Scheduled Inspection Date: December 07, 2018 Inspector: Naranjo, Ismael Owner: ANTAL AURELIA & PIERRE LOUIS Address: 47 NW 94TH ST Project: Miami Shores, FL 33150 Contractor: HOME OWNER HOME OWNER Permit Type: Building (Residential) Inspection Type: Building Final Work Classification: Shed Phone Number: 3053319958 Parcel Number: 1131010340130 Phone Number: Building Department Comments INSTALLING A SHED > SAME PLACE WHERE IT WAS BEFORE ( IT WAS DAMAGE BY THE STORM ) 6'X12' X8' Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 06, 2018 For Inspections please call: 305-762-4949 Page 6 of 43 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 FBCo2011 611' Master Permit No. ? Q t 8 - 32S4 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: /i 7 /V 91/ Pe t City: Miami Shores CONTRACTOR County: Miami Dade DRAWINGS Zip: 33/3U Folio/Parcel#: ! f VP/ 03 i$O/3 (2 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder);/�iv/Avr?/i�' / l� � f� rJ/ S Phone#: 30 3 // - / 957 � � 9� Address: s 7 ee-7 City: ////11/11/ Sb ,0'49 ;‹ State: Tenant/Lessee Nam Email: 5o/'L! eCLd� s e`/sc7r% %• size/ CONTRACTOR: Company Name: 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: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New , 'R/epair/Replace ' II] Demolition Description of Work: ,�/1/s % /7`�i /1/6- 1 SW/� D , LA//jinee ti/aS , 6ix7,2 /� Zip: 4AC)fYle OUJner Phone#: Phone#: Specify color of color thru the:, QiG/ e Sk /d'c/ ' Z ', S / 2 I Submittal Fee $_ Id Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ ti .. Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ 10/1-' 9V Structural Reviews $ (Revised02/24/2014) • eal: p1�• P � YANADY IET ' •� MY COMMISSION � EXPIRES March *********te Bonding Company's Name (if applicable) ... Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) • Mortgage Lender's Address ( 1 City i r, r , State . # Zip ti 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. r In -the''ab'sence -of such posted notice, the inspection will not be approved and a reinspection fee will be ch. rged. Signature OW ER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2.41-h day of O be. , 20 18 , by day of 20 , by AINI-Al rPkvs LU S , who is personally1known to , who is personally known to me or who has produced 1 r;1hQ,Y 30.tins entification n. ho did - e : .ath. identification and who did take an oath. OTARY PUB ' C: NOTARY PUBLIC: as me or who has produced as FP ,g.'''r% , 0 • __ ;;21? ,:�: -`�:.,'�.. • : 25, 2O t''.. °`+F`Mbl*::ssas�ss** rubs E****kY* t .., APPROVED BY 1 Sign: Print: Seal: ***********************************'****i********************** Plans Examiner` (4/2 t Zoning (Revised02/24/2014) Structural Review Clerk a3ua 0 IV 0 N.) F:\DRAIMNG\47 NW 94 STREET.dwg 07/05/2016 0 r m G) rn z 0 V w ,Z O ,Z•6 z .m o 0. �zmc-)oo o z c) o�mz 0 00 CO w CO 0, PERMIT #: Miami Shcres Village APPROVED ZONING DEPT BLDG DEPT BY DA / tittetOT 20, BLOCK 167 SUBJECT 10 CCMIPLI NCE WI rH ALL FEDERAL STATEAND 01,IJNYfrRlAisS AND REGt.paIONS 128:75' CO PZI C- D i(0 128.75' • • 5' CHAIN LINK+FENCE •r 3' WIRE FENCE NI 00 •• .•• • • • 0 • • •• •P►"t�� `� •: •4.rHA{hrLijVK:FEN�E N EAST 1/2 LOT 22, BLOCK 167• •.. • . •. • ... • • . •• • • • • • •• .•• • • •• •• • • • • • • •• • . •• •• •• • •• • •• • • • • ••• • • • • • • • • • •—it iT. v T • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6.3' 1 • co "flt�cti 'ri BOUNDARY SURVEY Property Address: 47 NW 94 STREET, MIAMI SHORES, FLORIDA 33150 LEGAL DESCRIPTION: Lots 21 and the West 1/2 of Lot 22, Block 167, of "PLAT OF SECTION NO 6-A MIAMI SHORES", according to the plat thereof as recorded in Plat Book 12 at Page 54 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as 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 survey that may be found in the Public. Records of this 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 the Standards of Ptactioe FAC), i�• "Residential High Risk". The minimum relative distance accuracy for this fypppf botuiciary suraey:. is 1 foot in 10,000 feet. The accuracy obtained by measurement and•oei€wlation of a clowl.: geometric figure was found to exceed this requirement. ••••• ••• '• • • • 5) Foundations and/or footings that may cross beyond the boundary IinPr.cif• the •paCCel herein.' described are not shown hereon. •.••.' ..:. 6) Not valid without the signature and the original raised seal of a Florida:.ipsed Surveyor ancf • Mapper. Additions or deletions to survey maps or reports by other than the siirg•party. or • parties are prohibited without written consent of the signing party or parties..• : ... • • 7) Contact the appropriate authority prior to any design work on the herein-describ'ed•parcel for Building and Zoning information. 8) 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. 9) The surveyor does not determine fence and/or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 12 at Page 54 of the Public Records of Miami -Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: N/A 15) Flood Zone: "X" Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652-0302-L-SEPT 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) ANTAL PIERRE LOUIS and AURELIA B. PIERRE LOUIS SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. Field Date: July 5, 2016 Job # RP16-0620 LAND4111) SURVEYORS, I N C. 6175 NW 153" STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 ** 305-698-9468 ** Fax: 305-827-9669 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 OY/4:21)11I"'r" F:\BOUNDARY-SURVEY-NOTES\47 NW 94 STREET - MIAMI SHORES - 2016.doc Page 1 of 2 Blu trhes Professi i ial �1A Manuloctured Building Program 1940 North Monroe Sweet Susie 90A TAahassee, Flaw 32399-0772 i�hone° 850 487 1824. Fax. 850 414 8436 Ken Lawson, Secretary., Robert Moore Lark Builders, Inc. P.O.Drawer 629 Vidalia, GA 30475 Oft August 22, 2016 RE: Manufacturer Certification, ID MFT-114; Expiration Date: August 22, 2019 Dear Robert Moore Rick Scott, Governor • • • • • • • • •• • • • 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 5.53, 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 Cade. Your TIalgli • •• • • • 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 Ion 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 webslte. 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 thls program. Your certification Is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS:'(www.floddabulidlno.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 webslte at www.florldabulldlrlo.orq to see valuable Information on the Florida Manufactured Buildings Program, A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cr Professional Service Industries • • � • • • • • • • • • • • •• • • • • • • • • • JJ•wc • inforn.lion !re-...aimBuildon 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 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 0 VARIES 6-0" VAULTED SLOPE VAULTED SLOPE /( i7 n Cr n W I— STANDARD SLOPE l > RIDGE N. STANDARD NN 3.5" 20GA. METAL FRAMIN 16" O.C. MAX. G STANDARD SLOPE /I \ TRUSS END WALL END WALL TRUSS —OPTIONAL PORCH-4' OR 6'-1 GOOF FA V I\G PLA\ RAFTERS ARE IN —LINE WITH WALL STUDS FOR CONTINUOUS LOAD TRANSFER PATH CODE INFORMATION CODE VERSION 2017 FLORIDA BUILDING CODE •A RAMA ASLE-7, 2014 RED MANUFACTURER LNRE BUILDERS. INC. BUILDING TYPE CONSTRUCTION TYPE MANUFACTURED BUILDING RESIDENTIAL tAWN STORAGE v-B FIRE PROTECTION NONE FIRE SUPPRESSION ST2Itil NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V.-200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.16 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001D POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LAAE LOAD 125PSF •R' RATING OF WALLS. FLOOR, ROOF WA MODULES PER BUILDING HURRICANE PROTECTION USAGE • HURRICANE SHELTER USAGE • • • IG •1• • SQUARE FOOTA:E • • • • 719 SO.FL OR LDS* • • • • • • • REVISIONS • REV ■ ESCRIP1ON • •DATG:il3Y • • .••• •. • • • • • • • • . • • • • •. • • • •• • • • • • •• •• • • • • LLJ W X 0 CO Ld 0 ( ) 0_ J LL I LLI LygFr• i'• • • • • MTB • • Skits: • • • Scale: • • •• • Model#: • if1 �7 • OJ— • LB—S LBE-2OOD • • . FDU f e PUNS AR1E NOT PARNT, OF DNSPLAN SET AND ARE GOVERNED 2 ULLLING IS DIUI ONE ENERGY CONSERVATION SECTION OF COOS 3. REFER 71E-GDETAI.S TOR PROPER INSTALLATION REQUIRE EMS TO MEET CODE 4. A11. LU BOWN ER FOR CONs1RUCIION WILL BE /2 S.Y.P.. EXCEPT AS 6- SI�R1xi5RFs OVER 400 S0. Fr_ you. HAVE AN sr MRDMUM DOOR 6. RATTERS 70 BE INSTMIED ON-91E of crowns THRU LDFAL CODES 7. ALL TINDO83 MD DOORS TO MEET THE WNIMuM sPEpn1CAlMNts AS PER FLORIDA BUILDING COOS & IN ACCORDANLP W11H MC 1600.1.2. STORAGE SHEDS ARE NOT DESIGNEDFOR HUMAN BARMIER WRH A FLOOR AREA OF LESS TIAN MMDATOORRY SCORE � DEBRIS DRAM' SNOT TANDARDS O70 FL7HEE22014 9. iN ACCORDANCE WITH F8C 1008,1,1. BUILDNCS THAT ARE 400 SOUR RE FEET aR LESS THAT ARE MENDED FOR USE IN CONAURCTON WM1 ONE- AND Tye FAMILY RE567ENNCCES6 ARE NOT SUEUECT� THE DOOR HOGHT AND WREQUIREMENTS DTH OF 1HE FBC 10. N ACCORDANCE WITH FLORIDA STATE STATUTE 553.80(1)A IAWN STORAGE BULDNOS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT 10 1553.542 (FUTLIDA PRCIXACT APPROVALS ME OR COMPONENTS) NvT REQUIRED FOR WINDOWS. DOORS ��s\�6\N'T. A///, •- •oCENs-•0lZi�i- a F.: ▪ 13 STATE OF441 �i�T•••. FLORID" •\���` G //�f/ONAI-• ` `` Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-1 OF 7 ✓AC • Infol7,NIfion • .r,BnadOn CODE REVIEW ProfessionatService Industries 1748 33rd Street Orlando, Florida 32839 Plans Review; Richard Olds ICC 45107840 FL #SMP-45, SMI-76 LSUCCC #U02416 Department Manager: Victor C. Martin FL PE 482379, LA PE 842017 LSUCCC 8U02436 3.5"-20GA METAL COLLAR TIE, 4'-0" LONG ATTACHED WITH (2) #10 SELF DRILLING GRABBAR SCREWS EACH SIDE '-0" WALL HEIGHT 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 3.5"-20GA METAL STUDS, SPACED AT 24" O.0 MAX. x VARIES, 6' 0" TO 13'-8" x FRAME 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. 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 2017 fl.08 M WILDING cox .A maim AscE-T, 2814 lac MANUFACTURER LARK BUILDERS. INC. BUILDING TYPE CONSTRUCTION TYPE MANUFACTURED BUILDING PFVDENTML LAWN STORAGE v-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V.-200mph EXPOSURE 0 ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.15 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 20PSSF OR 3001E POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LNE LOAD 125PSF 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING HURRICANE PROTECTION USAGE • HURRICANE SHELTER USAGE • • • • YD• SQUARE FOOTA1E • • • • 719 SQ.FL ORRIS! • • • • • • REVI9IONS • .• REV DESCRIPIN P4TF;.3Y • •.. e. •••• • • • ...• •••• •••d • • • •. •••9 • • . . • .• •. .••• •.••• ViQYv�i• • • •• MIrB Rite: • Scale: • • •• • Mod•l#: • LB• • SsLBE-200D • • • • FOUN .DA PLANS ARE NOT PVRT, OF 'MS PLAN SET ANO ARE NERNED Err 2. THIS FOAMING IS em, PT FROM TIE ENERGY CONSERVATOR SECTION OF CODE. 3. REFER TIE -GOAT OtTAES FUR PROPER ROSTAUAT1oN REQUIRE ENID TO ,WET CODE 4. ALL LU •ER FOR CONSTRUCTOR 'TILL BE /2 S.YP., EXCEPT AS a sr�Rilcnlms OVER 4013 so_ Fr_ Wu HAVE AN BC 11011.10.1 COMB_ 8. GUTTERS 10 BE *WALLET ON-STTE Bf OTHERS THRU LOTIL 7. Au. WIN0011S AFO DOORS 10 MEET THE MINIMUM SPECIFMATIDNS AS PER FLORIDA ERR*D116 CODE &IN ArtnItnamnr WRH FBC 1d0R.17, groom slE.Ds ARE NOT DESONED FOR HUMAN WIBITADON WRH A PUDOR AREA OF LESS 77FFM1AN11 72o SODA E FEET ARE NOT REQUIRED 10 COMPLY WM1 THE MANDATOR. *R4DBORNE DEBRIS WIPACT STANDARDS OF ME 2014 9.1N ACCORDANCE W7M FBC 1D0R,1.1, BULDN65 mkt ARE 400 SQUARE FEET OR LESS DIM ARE INTENDED FOR USE IN CONJUNCTION MN ONE- AND T*0- FAMILY R ARE NOT SUBJECT TO E DOOR HOW MD IMO1H REQUIREMENTS of THE FBC 2014, 10. N ACCORDANCE 11EM FLORIDA STATE sTA1UTE 553.80(1)d, LAWN STORAGE BUILDINGS AND STORARE SHEDS BEARING 111E INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 0553.842 (cocas FOR GIVER )ATE NOT REWIRED FOR *Warm \ •�\GENs -• •O .,i i STATE OF : / �h�i11111111\� Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-2 OF 7 s...• IFjomwtion i '�• .lFBuilHOn 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 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) - R" 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 SCREWS EACH FLANGE) W/(2) EACH / / / / ///// / / / / / / / / // / / / / / / // // / / / / / / / / / / // / / // / / / /// // // / / ////// / / / To (2)MITEK OR ALPINE 3.5" 20GA, STEEL 3"x5" OR EQUAL STUDS ©16" C.C. MAX. / / 4'&6' OPTIONAL PORCH ten' n" kAAV STA\DAD WALL 3ETAIL 3.5" 20GA. STEEL TOP PLATE END WALL 3.5" 20GA. STEEL SOLE PLATE FLOOR FRAMING CODE INFORMATION CODE VERSION 2017 FLORIDA eULONO CODE •A molt A5CE-7, 2014 lac MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE CONSTRUCTION TYPE MANUFACTURED BUILDING RFSIDFNTAL LAWN STORAGE V-B FIRE PROTECTION NONE FIRE SUPPRESSION sToiLIA NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V-200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFlCIENT +/- 0.115 IMPORTANCE FACTOR 1.13 ROOF DEAD LOAD 1OPSF ROOF LNE LOAD 20PSF OR 30019 POINT LOUD FLOOR DEAD LOAD t0P5F FLOOR LNE LOAD 125PSF •R• RATING OF WALLS. FLOOR, ROOF N/A MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE • • • BNB • SQUARE FOOTAt • • 719 50.FE OR 1E'!i• • • • • • • • • • REVISIONS • REV • (itESCRIPI •4N'F. a 6Y •••• • • • • • • • • • • • • e• • • • • • • • • • • • •• • • . • . •• •• • • • • • • • • ••r • W LJ x 0 CO LL w m Q J w uJ (� • • • • Okla: • *ONE • • •• • Model/: M►B d 416 ' 7 • • JI/A LB •• 3—tBe-200D • M• • • FOU DA PLANS ARE NOT MR OF THIS PLAN SET AND ARE GDVEram Fr( Lock 2. THIS BUILDING IS DCEMPT FROM ME ENERGY CONSERVARON SECTION OF CODE 3, REOFDEIIRE TIE-DOWII rams FOR PROPER Wcrwuw ION DE 4. ALL LUMBER FOR TO MEET cowsmucnow ell BE 12 S.Y.P. EXCEPT AS 6. sraucr IRES OVER 400 50. FT- WILL NAVE AN 80• MIpMWA DOOR_ 6. GUTTERS TO BE INSTALLED ED ON -SITE BY OTHERS THRU LOCAL 7. A11 IGNDONS AND DOORS TO MEET THE MIbMuM SPECIFICATIONS AS PER FLORIDA BUILDING CODE 8. M ACCORDANCE wow FOC 1600.1.2, STORAGE 51m5 ARE NOT 7D�E1SSAINGNED FOR HUMAN HABITATION WITH A FI.OR AREA OF LESS 720 SQUARE FEET ARE war REQUIRED TO comm.( MANDATOR! WBIDBORNE DEBRIS IMPACT STANDARDS OF THE 2014 9.IN ACCORDANCE WITH FBC 10E8,1.1, BULOBIGS THAT IRE 400 SQUARE FEET OR LESS TEAT ARE INTENDED FOR USE IN CONJNICRON WON ONE- AND 7yp- rANLY RESIDENCES ARE NOT SUBJECT* 1HE DOOR HEIGHT AND WIDTH REOLYRE1ENLS OF THE FBC 10. N ACCORDANCE WRH FLORDLA STATE STATUTE 553.150(1)d, LAWN STORAGE LLULLINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT NE NOT SUBJECT TO 0553.642 (COFLomo.A. PRODUCT APPROvALS ARE OORS ow OI1kR COMPONE7NIS)) NOT REQUIRED FOR WNDoW9. Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-3 OF 7 ,. . Ir funnnfiurl C"`M' .TihBuildOn xnr.., ..c..w_.R.. m 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) 110 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) 110 SCREWS, (1) INTO EACH FLANGE NOTE THIS BRACING IS RFQI IIRFf1 (!N_SIOF WALLS (BOTH SIDES OF EACH CORNER) tzi VARIES, 6'-0" TO 13'-8" END WALL FRAMING OPTION ROOF PANELS FASTENED WITH .25'-14x.75" HWH TRAXX/1 AT 6" O.C. 12 1,5L='="-- 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) 110 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE WALL OPENING FOR SIDE WALLS ARE TO BE FRAME]) SIMILAR TO THOSF SHOWN HFRF FOR ENO WAIIS 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' BRACE AT 3.-0" ABOVE FINISHED FLOOR. ATTACH TO EACH STUD W/(2) 110 SELF DRIWNG GRABBER SCREWS, (1) INTO EACH FLANGE 12 5- 3 " 20GA. STUDS 16' O.C. VARIES. 6' 0" TO 13' 8" ROOF PANELS FASTENED WITH .25"-14x.75" HWH TRAXX/1 AT 6" 0.C. END WALL FRAMING OPTION 12 1.5v- 3.5"-2OGA METAL BRACING, ATTACH EACH END TO STUDS W/ (2) 110 SCREWS, (1) INTO EACH FLANGE NOTE THIS BRACING IS REOUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNFR) ROOF PANELS FASTENED WITH .25'-14x.75' HWH TRAXX/1 AT 8' O.C. 0 4' 0' MAX VARIES, 6' 0' TO 13'-8" END WALL FRAMING OPTION 3.5'-20GA METAL BRACING. ATTACH EACH END TO STUDS W/ (2) 110 SCREWS, (1) INTO EACH FLANGE NOTE: THIS BRACING IS REOUIRED ON SIDE WALLS (BOTH SIDES OF EACH CORNER) CODE INFORMATION CODE VERSION 2011 F10964 BULONO CODE 5th [WOK ASCE-7, 2014 NEC 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 ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD tARK BUILDERS. INC. MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE V—B NONE NONE STORAGE 1 Vr200mph ENCLOSED +/— 0.16 1.15 10PSF 20PSF 0R 3001D POINT LOAD 10PSF FLOOR LNE LOAD "R. RATING OF WALLS, FLOOR, ROOF 125P5F N/A MODULES PER BUILDING UILDI G 1 ))SAGE 113 •N/ • A • 719 SQ.FL OR tom•••• • • • REVISIONS • • • PROTECTION HURRICANE PRO • HURRICANE SHELTER USAGE • • • SQUARE FOOT REV • DESCRIP L14 • • •444) i �Y • • • • • • • • • • • • • • •.•• • ••• • • • • • •• • • • • • • • • •• • • • • • •• •• • • • • • • • • • • • Gil W X 0 m L.LJ (r-/) 0 J uJ Ld U) D 0 • • • I te: • MtB • • i O4)Ib�i7 Zola: • • • •• • •JI/4 • • • e• • • • Modell: LB-91— BL 200D . PoU M PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LEGAL JInisoICDp 2. THIS BUTURNO S E1•IAMPT FROM DE ENERGY CONSERVATION SECTION OF 3. � L RTAES FOR PROPER INSTM1ADON REQUIRE ENT3 To MEET COOS 4. ALL LU BER FOR CONSIRUCOON WILL BE 12 SYP. EXCEPT AS D.STRUCTUES OVER 400 s0. Fr_ WILL HAVE AN e0' MR4MIAN DOOR_ 6. GUTTERS TO BE INSTALLED ON-9TE BY OTHERS 1HRU LOCAL 7. CODES. ME) DOORS TO MEET THE MINIMUM SPEoncA1IONS AS PER FLORIDA ERADRIG CODE SIN ACCORDANCE WITH FBC 1509.1.2, STORAGE SHEDS ARE NOT O�LLLATI1GNNFD FOR HUMAN NARRATION WITH A FLOOR AREA OF LESS -r2o SQUARE FEET766771 4MMWTORY WWDBORNE DBIS WNor ALT REQUIRED OTO F ME 1 FTC. 9. DI ACCORDANCE Wori FBC 1009,1.1. WOKS TINT ARE 40D soUALE FEET OR LESS THAT ARE onENO0EEDD FOR USE IN CONJUNCTION 116711 ONE— AND 1 0 FAMILY RESIDENCES ARE NOT SUBJECT THE DOOR HEIGHT AND MOTH REQIDRS.OTTS OF THE 10. IN ACCORDANCE 71171H FLORIDA STATE STATUTE 563.80(1)4 LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INS INN OF APPROVAL CF THE DEPARTMENT ARE NOT SUBJECT TO 1553842 (FLORIDA �� ALSARE N0T REOLARED FOR *woos. cooes ````,W IT./g f/// \‘1. .............. '9 < /// '\ . .�\CENSF �// '. Q ;' .i i i 7‘1 STATE OF PLoRt (�� ok „%• /O N A ` ` ``�� // �/1111111�� Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-4 OF 7 ss++�� c • Infoneafion �I `�• .TFBujl,IOR 01•61•..•0• •,...•.... 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 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 2017-11-14 WIDTH JOIST SIZE* 6'-0" 2"x4" 6'-1 " TO 1 1'-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. r 50'-0" MAX. 16 0.C. TYP. *FLOOR SHEATHING SECURED WITH 28"X0.113" NAIL (OR EQUAL) © 6"O.C. MAX m 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 SKID FLOOR FRAVI\G PLA\ 4'-0" OR 6'-0" OPTIONAL PORCH CODE INFORMATION CODE VERSION 2017 FLORDA 111L09I0 CODE Rh T>0011 ASCE-7, 2014 NEC MANUFACTURER LARK BUILDERS. INC. BUILDING TYPE CONSTRUCTION TYPE MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE v—B FIRE PROTECTION NONE FIRE SUPPRESSION 810.1 NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V—200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.1• IMPORTANCE FACTOR 1,15 ROOF DEAD LOAD 10PSF ROOF LNE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1005E FLOOR LIVE LOAD 12505E R2' RATING OF WALLS, FLOOR, ROOF WA MODULES PER BUILDING HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE N0 SQUARE FOOTAGE 719 SOOT, OR LESS REV REVISIONS _ DESCRIPTION, • • • • • • .. • • • DATE BY • • • J 1- uJ Q LLJ LLI cm 0 J uJ W cn Mod•1/: • • • • • • • • • • • • • Orvp"•BY • •.• • M� • • • .._•• • • • • •• ••� 100,49161117 • S•DNI• • • • • • • • • N/A • •• LB s! OOD • • • - • • • • railkAtms ARE N. } • nos PLANkr ANo Par GO/ERRED BY LOCAL 2. THIS BULGING IS T1E ENERGY CONSERVATION SECTION OF COG. 3, REFER TIE—DOVM DETAILS FOR PROPER INSTALLATION RE EMS TO MEET COTE 4. Ali LU BER FOR CONSTRUCTION 'MILL BE 12 SNP.. INCEPT As I. STRUCTURES OVER 400 S0. FT Mu. mvE AN •0• NNMUM 000R. a GURa6 1D aE 95TALLED ON —SITE BY OITERs 7HRU LOCAL 7. A�TL�WINDOWS AND Dom 10 MEET THE I.p1UM sPEancAllON4 AS PER FLORIDA BIADWG CODE IL IN AOCORMNCE WITH FOC 1609.1.2. STORAGE SHEDS ARE NOT 1D�ESSIIGN D FOR HUMAN HABITATION WITH A FLO= ATEA OF LESS 720 SQUARE FEET ARE IMT MANDATORY WWDBORIIE DEBRIS IMPRACT E STANDARDS OFTHE IRED TO COMPLY 20114 FBC 9, IN ARE FEET O LE T TAPE IN !mow RUNT ARE 400 SQUARE FEET OR LESS THAT ARE FOR 115E IN E SI/SE• CC TO WITH ONE— AGO IRO— FAMILY RESIDENCES ARE NOT FBC 201 7O THE DOOR HEIGHT AND WoD+ REOUTENE=NTs OF THE FBC 2014 10. TN GE BUILDINGS MIITH STORAGLORDAE STATE STATUTE G THE INSIGNIA LAWN STORAGE Bor THE ANT STORAGE SLEDS BEARING THE 553.542 0: AP,09108 or THE oo.AwAPREDMFNT 80 NOT sumREQUIRED 10 WIND 2 ( p6 0PRODUCT R COW'ONE111S)� N� REOLLfED FOR WIN00Ws. ``1%%U 11111 //�/' � ocENs •�c //.,i • ‘1.: STATE OF : (U PLoRtOr- �,111I111‘1 Matthew T. Baldwin P.E. Florida License #64608 Sheet: FBPR-5 OF 7 ��• Information �-�• m! uirdon 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 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 1 1'-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 28"X0.113" NAIL (OR EQUAL) © 6"O.C. MAX 50'-0" MAX. 16 O.C. TYP. 1, KID RUNNER SPACING* 30' LENGTH AND GREATER SHED WIDTH A B 6'-0" 12" 24" 8'-0" 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. m P.T SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 S.Y.P. #2 SKIDS 2 & 3 SKID FLOOR FRA VING PLAN 4'-O" OR 6'-0" OPTIONAL PORCH 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 LOAD ROOF LNE LOAD FLOOR DEAD LOAD FLOOR LNE LOAD 'R' RATING OF WALLS, FLOOR, ROOF MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE 2017 FtD61114 eJLDRO CODE eA MOON. ASCE-7, 2014 KC LARK BUILDERS, INC. MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE V-B NONE NONE STORAGE 1 V-200mph D ENCLOSED +/- 0.1a 1.15 10PSF 20PSF 0R 300ID POINT LOAD 10PSF 125PSF N/A 1 NO NO 719 SO.FL OR LESS REVISIQNS REV DESCRIPT6N • • • • • • • • • • •• • • DATE BY . . • • LLJ LLJ J LiJ W 0 0 LL— �c�• • ftft ftimo MEM MM MoJ'1/: • • • • • • • ♦:� • DraWn by • Date: • • •• •• scale • • • • • • •••• • • Nrg 10p • 1ie/I7 N/A • • • LB—VLC7t 12/00D • • • • — •-•• • • • • •• • • • • FO MNS ARE &r JHIS PUN AT MO ME. BY LOCAL ,,11 2 BUS BU LDING s O4,IPr ENERGY CONSERVATION SECTION C< CODE 3. REFER TIE-oo*! o rus FOR PROPER INSTA IATION REWIRE TO MEET CODE 4. ALL W RER FOR CONSTRUCTION *ALL BE /2 S.Y.P.. OICEPT AS a. STRUCTURES OVER 400 50. FT_ YOU. HAVE AN e0' MIWMW most 6. GUTTERS 70 BE INSTALLED ON-STTE F! OTHERS THRU LOCAL 7. All WINDOWS MO DOORS TO MEET THE NINON SPECIFICATIONS AS PER FLCRIDA BUILDING CODE SIN ACCORDANCE WRH EBC 1609.12. STORAGE SIDS ARE NOT DESIGNED FOR HUMAN HABITATION WITH A F1DOR AREA OF LESS TWA 720 SQUARE FEET ARE Roy, REQUIRED 70 COMPLY WITH TIE MANDATORY WWDBORNE DEBRIS gWACT STANDARDS OF THE 2014 9.iN ACCORDANCE WITH FBC 1038,1,1. BUILDINGS MO ARE 403 SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN CONJUNCOo4 WITH ONE- ANO TWO- FAMILY RESIDENCES ARE NOT SUEUECT � O THE DOOR HOGHT NO WIDTH REWLENI IRES OF 7HE 10. IN ACCORDANCE WITH FLORDA STATE STATUTE 553.60(1)d, LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEATING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ME NOT SUBJECT TO 45531342 (DOORS OR OfIFRrLomoR C NMMNALS ARE Nor REOURED FOR WINDON!. ��\\�oW 1T 118 '1/,i .oCENs•�L�i i :78:at..14 STATE OF CU 0 ..% Pt (R I O" // S/DNA ` `` \\\�� ,���11111111\\ Matthew T. BoldWin P.E. Florida License #64608 Sheet: FBPR-6 OF 7 s+ra Infw?ak,1 n p . . f .Tr) BnjId On CODE REVIEW Professional'Service Industries 1748 33rd Street Orlando, Florida 32839 Plans Review: Richard Olds ICC #5107840 FL #SMP-45, SMI-75 LSUCCC #U02416 Department Manager: Victor C. Martin FL PE #82379, LA PE #42017 LSUCCC #U02436 ELECTRICAL SYMBOL KEY RECEPTACLE 240V 0240 RECEPTACLE SINGLE POLE SWITCH STHREE WAY R SWITCH 0 CEILING MOUNT LIGHT FIXTURE 0 WALL MOUNT LIGHT FIXTURE 0 FLUORESCENT LIGHT FIXTURE 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 00 il 0 1- o I io vi W_ E Q ` I I — — -o 3.5" METAL STUDS SPACED AT 24" 0.C. MAX (::::Er ----„,,,,,,. SEE VARIOUS END WALL SEE VARIOUS END WALL FRAMING SECTIONS FOR FRAMING SECTIONS FOR WALL AND DOOR FRAMING WALL AND DOOR FRAMING \ \ \ \ SRS \ WP OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE 50'-D" MAXIMUM BUILDING LENGTII NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY CODE INFORMATION CODE VERSION 2017 RJGROA BULDWO CODE RA mr110N, ASCE-7. 2914 NEc MANUFACTURER LARK BUILDERS, INC. BUILDING TYPE CONSTRUCTION TYPE MUNUFACIURED BUILDING RESIDENTWL LAWN STORAGE V-B ARE PROTECTION NONE FIRE SUPPRESSION SrrTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V+-200mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.1B IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF 0R 30081E POINT LOAD FLOOR DEAD LOAD l0PSF FLOOR LIVE LOAD 125PSF RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SO.FL OR LESS REVISIONS REV DESCRIP;QN) ; • DATE BY • • •• • • • • • • • w 1- 1- LLI Q LLJ X m LLJ _o 0 J w Li] U) J LLJ ELECTRICAL ••. Data: • • •• • •• • • • • • • . MIB• /04,641.7 •••••• • ••-•• • • • • • N%A •• MdEal/: • LB�tgE•--2OOD • • • • • elikKIIPLANS ARE NOE (PARSTR% PIANSET AND Me C 495510E BY LOCAL • 2. THR BUEDINo 6 ENERGY CONSERVARON 3. REFER VP 1E (1OCT OETM.S MR PROPER Ris7M3A11o4 4. ALL LLUUNBER Fat ON 80 /2 S.Y.P. EXCEPT AS It STRUCTURES tUBES mot 400 50. FL WILL HAVE AN BD• IeM1ALN DDDR_ 8. GUTTETts TO BE INSTILLED ON -SITE BY OTHERS THRU LOCAL 7. ALL /1WIN �ko ELUDING 10 1HE WMMUM sPECiFICATINs AS PER FLORI8.IN ACCORDANCE WITH TEIO 1609.1.2. STORAGE SIEDS ARE NOT T7DTENSINN H DESIGNED THAN HIBMABRADON WRH A FLOOR AREA OF LESS MA*WT00RRY SQUARE EET DEBRIS OM1CTT SSTTANr� 0FiHEE220114 9. IN ACCORDANCE WBH FBC 1008.1.1. BUEDNGS THAT ARE 400 SQUARE FEET at LESS 111,M ARE K419410pE0p FOR USE IN COMB NCIION WrtH CIE- ANO FALIILY RESIDEI4ES ARE Nor su8E01 10 THE DOOR HEEGM AW WD1H REOUTtF.AENTs OF THE FBC 2014, 10. 01 ACCORDANCE WITH FLOREA STATE STATUTE 553.80(1)d, BUIBUILDINGSLAWO 5108100E BUILDINGS NA TH STORAGE SHEDS BEARING E INSO41A OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 11353.842 (Eoats � Nor REQUIRED FOR WINDOM. as OTHER �N,` WiT.leq, • '< •L\CENSF ��./i Q':'.4. •�i di STATE OF ((/ • 0A. FLORIDr" /';• s%ONAL``\``�� �411111111W 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 1/2x3" (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 WITH 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 TYPE 1 V 30' DRIVE ANCHOR FOR ROCK/CORAL r TYPE 2A 11 30" AUGER ANCHOR FOR SOIL/CLAY TYPE 3 CONCRETE ANCHOR WITH EXPANSION BOLT TYPE 28 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 LB.) CONCRETE WEDGE ANCHOR WITH 2' WASHER GRADE 2,14 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) EXISTING 4" CONCRETE T1E—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 WITH WASHERS 1/2"x3' (4,000 LB.) CONCRETE WEDGE ANCHOR WITH U—CHANNEL (TYPE 3) (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 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 (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. 1/2"x5' (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2' WASHER 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) f4" OPTIONAL REINFORCED CONCRETE FOUNDATION TIE —DOWN STRAP OR 3/16' GALVANIZED STEEL CABLE (SEE NOTES) 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 TIE —DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR 22"LAG BOLT) 5/8' x 30" EARTH ANCHOR WITH EYE HOLE: AUGER STYLE FOR SOIL/CLAY, DRNE 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). EXISTING 4" CONCRETE OR OPTIONAL SUPPORT PAD (P.T. W000, CONCRETE BLOCK OR PAD) SPACED AT 8'—O' 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 OR 2}'LAG BOLT) 1/2x3' (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER (1) 44 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 TIE —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 #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). 1111112113.111 EXISTING 4" CONCRETE OR SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. TIE -DOWN DETAILS T1E—DOWN STRAP (SEE NOTES) TIE —DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS 5/8' 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" 5-0" 20'-0" 7'-0„ 16'-0" 7'-6" 14'-0" 8'-O" 12'-0" 9'-6" 10'-0" 10'-6" 8'-0" 12'-0" 6'-0" 12'-0" CODE INFORMATION CODE VERSION FBC 2017 6Lh E4x0n. ASCE-7. 2014 NEC. BC 2010. NEPA 70 MANUFACTURER LARK BUILDERS BUILDING TYPE MANUFACTURED BUILDING RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V-8 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'-O" 12'-0" 7'-6" 10'-0" 8'-6" 8'-0" 12'-O" 6'-0" 12'-0" TABLE 1C-165D/175C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 3'-6" 20'-0" 4'-O" 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-i" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS OQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. 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, 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. FIRE SUPPRESSION Syl,ILM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED V.-120/145/185/175n,ph EXPOSURE C/D 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 60PSF R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING • HURRICANE PROTECTION USAGE • • • • • VID• HURRICANE SHELTER L E SOUARE FOOTAGE • • • • • • • • NO • SO.FT. OR LESS •• REV 2 • REVISIONS • • • • OtSCRIPTON • ADDED TYPE WieliTal ANCHOR. ADD. •411•0LT OPT. ADDED l' 1 , ABS CAP 401E6 . • Pkv--1-Elf 0/15/15 Mre 41441% •MTB 3 4 ADDED 3/16' GALVANIZED CABLE ■• ADDED NOTE 111110N miaow BL0it5 • • •••• •• •• z 0 ANCHORING • • • Drain By: • • • Dal: • • •• • • 6/30/16 MTB •• • 4,• • • 173/JE• • • • • • • •• • • Scale: Model#: •• • N/A 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 /, � ��VACEN3 ��i • STATE 1 • '-`f �1UNA1.• \‘‘‘ Matthew T. Baldwin P.E. Florida License #64608 Sheet: AP-1 OF 1