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RC-17-1448 permit)b C om' 7-144 �sY!O1t yy� Miami Shores Village Pei�iType i�lsl€ 1i9tlal tnstrtifln �c 10050 N.E.2nd Avenue NE3 WCJtk f✓l855f>=iC /JUfI:'.7it F' Miami Shores,FL 33138-0000 Jf AP hF Phone: (305)795-2204 eu + � � f' fOD 96&Dow,(11120 17 Expiration: 11128/2017 Project Address Parcel Number Applicant 230 NE 100 Street 1132060134480 THOMAS AND LAUREN BENT01' Miami Shores, FL Block: Lot: Owner Information Address Phone Cell THOMAS AND LAUREN BENTON 230 NE 100 ST (305)795-2207 MIAMI SHORES FL 33138-2419 Contractor(s) Phone Cell Phone Valuation: $ 2,860.00 ORONI INC (305)685-0412 Total Sq Feet: 150 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Slab Date Denied: Final Type of Construction: 12'X 14;'CONCRETE SLAB 3000 P Occupancy: Review Structural Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted:Yes Certificate Status: Certificate Date: Additional Info: Bond Return: Classification:Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# RC-5-17-64156 DBPR Fee $2.00 05/31/2017 Check#:4918 $50.00 $147.80 DCA Fee $2.00 Education Surcharge $0.60 06/01/2017 Credit Card $ 147.80 $0.00 Permit Fee $100.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $197.80 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 zoning. Futhermore,I authorize the above-named contractor to do the work stated. June 01, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 01,2017 1 Miami Shores Village RECEIVED Building Department MAYM7 0 7 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949L\ FBC 200N� BUILDING Master Permit No. (tel �I PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 230 NE 100 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-4480 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Thomas J Benton Phone#: Address:230 NE 100 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ORONI, Inc Phone#: 305-685-0412 Address: 14040 NW 6 Court City: North Miami State: FL Zip: 33138 Qualifier Name: Orlando Iglesias Phone#: 305-685-0412 State Certification or Registration#: CBC 1251654 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: pp City: State: Zip: Value of Work for this Permit:$2b GO Square/Linear Footage of Work: Type of Work: ❑ Addition I ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition � � L 4 Description of Work: C��• Specify color of color thru tile: //�� Submittal Fee$ �� Permit Fee$ 1 oo` CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ VIC Structural Reviews$ d Bond$ TOTAL FEE NOW DUE$ 0 LA Ia K (Revised02/24/2014) 1� - 14 4 go � - a � s Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature JJJJJJ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �0 day of 20 by —Ro day of m6w 120 by lJ �� ho is personally known to ��IatndO :rto ILS ioiS,who is personally known to me or who has produced as me or who has produced b L— on -f74,-- as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: \1§11�� 111ARLEN/ss,,��� Sign: �� M •. 'moi Sign. March 0% s Print: _Print: le 2— Seal: s�i 4F ,�; Seal: ��q p,�, S T. 8S UBZ ,-� m ss �; 4 - �'= Comm)ssion # FF942611 m 9'6Vmm a .. e ` '�- Expires:December 9,2019 `'° °�"'°'�• 'oP�� 't' �'' Bonded thru Aaron Notary �1 APPROVED BY Plans Examiner J Zoning I Structural Review Clerk (Revised02/24/2014) '..,CNII.ING9rE"'Atbo SURVAYOR A150CMIlk . Roy 8.•PEPPOA - . .. .. 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'"' •-i. {- 1.�'' '::•., ;p 1' •'r j.' t.4, • • see -- — p= -;—EII,+ED 09/02/2016 04:00PM 55458421885 PRANKS-SHEDS 09/02/=016 gR> 1 : 50 FAX 912 538 0057 Lark Builders s,- Frank' s shed 12001/001 =a i�c Ce^ t^12 t Y FLA MaraftMired Bag Pra9rn 1940 Mardi i>MW Stretnt ppMS ',� St�1e 900Du �(� t Profe1 Tt Regula on tt �Scot�Govetr�or August:`x,cols Robert Mcare Lark Sultwrs,Inc. P.O.Drewdr 629 VIdalts,CA 30475 RE: MarL_dcrur2r Cerigflcation,ID mFr--114;Stratton Data:August 21 291 9 j DNr Rzbart Moore it is my p°easune to Inform you that Lark Builders,Inc.,located at 409 DIXON STREET,P C DRAWER�9,VIDAI3'A,C'',30475,has been approved under the Manufactured Sandlings Program as provided for under Chapter 553,Par:i, Florida Statutes,to manufacture Factory Built schcdU,Storage Sheds,Menufarntred Suiidings for Installation In Ronda_ Cans=da0n or modification on a manufactured building cannot begin urntit the Third Pang Agency ns approved the plans in accordance With the current Florida Building Code. Your Third party Age�,tcy is a contractor far the Department and has statutory authority and responsibilities that nogg"�me to maintain approved Statu=.you may expect and demand quality plans review Airrj inspeMons. Each 0=8 change will make your plans obsolete until t h*Y nave been reviewed,approved and indicated 'on*ase cover page of the Pel for compliance with the Code by your Third Party Agency Tor plans review.Please ensure that your plans are In compliance and ane property posted on our website.Ali site-related installation isues are subject to the local authority having Jurisdiction. The D&Oeirtmeges contractor will make unannounced monitoring visits at least once eadl year. You mu.� :arum compiete access to Your manufacturing f e ntty and records to remain In oamptien=:y with the rules and regulatlons of thts program. your cam kation is approved For three years from this date.You will receive a renewal notice by Email ganW ted try t ne SCIS CWww.fioridabuAd'rno,4�for oMMe rerieusal.If you here questions you May contact Robert Loren=at 890-717-1835 or our PAX at 850^414^8434, pit aEt§visit our avabslfie 44MW see valuable Information on the Florida Manufach'+rad Bulldinga Program.A Copy of this letter must accompany appiitatlorts for local building germft. i sinnccc9mily, Robert Lorene Manufactured Buildings Program cc:ProfL.?tonal Service Industries ••• 000 • • • • • •• • ••• ••• • ••• • . 'I — II II I'l,fOYf?wtion a7oBui'i'ri. (9n Awbewcmc •rresong June 25, 2015 Mr. Jim RicFf.mond Florida Department of Business and Professional Regulation Manufactured Building; Program 1940 North Monroe Street Suite 90A Tallahassee, Florida 32399-0772 RE: Plan,Approval: Residential Lawn Storage Shed Mandfacturer: Lark Builders PlanNumber: MDW-14 I Dear Mr. Richmond, 'i Pursuant to;the requirements of the Florida Department of Business and Professional Regulations;the above referenced documents have been reviewed for compliance with 2014 FBC, Sth Edition 2011 NEC 2014 Floridh Fire Prevention Code These plans,',comply with Florida Product Approval Rule 61G20-3.006 (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business ! and Professional Regulations. I If you have any questions or require my assistance in any way, please do not hesitate to contact me. i Respectfullysubmitted, I j r u,, William E. Nary, IhC •. •; . ... Department'IVIanager •• •• Modular Fadlities Division Copy to.- Ms Berri Howard, Lark Builders berd larkbuilders.com Professional`Service Industries,Inc..1748 13-W,,pt o�lando.9L 3:839.,•Phone 4071304-5560.Fax 4071304-5561 Efi inewi ELsin ss X84 • j � •9 nB g •• Haney Associates, c. Engineering & Construction Plann;Rng F.L. Certificate of Authorization No. 27�124 11 P.O. BOX 348 • SIX MILE, SC 29682 • (864)-646-7600 (0) • Mobile: (864)-634-1306 EMAIL: haneyassociates@bellsouth.net Orrick R Haney, jr.k. i Presider. Date: June 10,-015 Florida Manufactured Building Program 2014 Code U date Attention: i William E. Near' , III Professional Services Industries, Inc. (PSI) 1748 33rd Street Orlando, FL 32&.39 Project: LARK BUILDERS MASTER DESIGNS Client Name: Lark Builders Inc_ —409 Dixon Street - Vidalia,. GA 30474 Asse3fnent: The plans on fila with the state previously approved by the Florida Manufactured Building Program meet the requirements of the latest edition of the Florida Building Code, FBC 2014 5th Edition. Lark Builders, Iri'c. have the following designs on file: 140 mph Standard and Vaulted Wood Shed Master • 160 mph.�xp. D — Lapsider Box Eave Wood Shed Master • 160 mph Exp. D —Vaulted Ceiling Wood Shed Master • 160 mph: Double Wide Wood Shed Master - • 160 mph - Metal Double Wide Shed Master • 160 mph Metal Lapsider BoxFave � I �se� •• 165D/1 75'C — Metal Lapsider Box•EE o ;5bE W'i 0;0 ••• ••• go W;yVsociates@bel lsouth.net 15EN224 ; ; ... . • ••• Page I of 2 The current Arlan trackingnumbers of the designs to be certified as compliant with the atesfi edition of thc-,BC which we understand will be reissued are as follows: 29081, 29080$ 29079, 2;9078, 29077, 29076, 29075 Any questions concerning these pians feel free to contact me. Ii 'I 6/411 TATE OF NAL ttttt , By: Orrick R. Haney, P.E. Principal Engineer tilt r Iii i I I Ii i I ii 'I I 15EN224 "Ifty;ssoofates�beucouth.nex • • III • Page 2 of 2 PSI APPROVAL 2015-06-25 -1 ,5c , an metai Approval Stamps: c Lapswer GENERAL NOTES: �• 1 �•� DE51GN PARAMETERS: (HIP-GABLE ROOF) [WIND DESIGN PER A5CE 7-10, 5EI5MIC DESIGN PER AI5C 341-051 I. TH15 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I. WIND VELOCITY: 175mph (Exp.C) LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. //^^ //--�� 2. WIND IMPORTANCE FACTOR: 1.0 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE 1 Xaa I I a, V� L1� /^�4 3. WIND EXPOSURE: C(I 75mph) ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE 4. INT. PRE55URE COEFFICIENT: 0.18 :L- TIME OF MANUFACTURE. 5. ENCLO5URE CLA551FICATION: ENCLOSED 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING: DIMENSION. -ROOF LOAD(ZONE#1): +27.4/-5G.0 P5F 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE#2): +27.4/-78.9 P5F BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD (ZONE#3): +27.4/-124.6 P5F 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: 51.0 Cover- General & Design Notes -WALL LOAD(ZONE#0 +59.5/-G5.2 P5F S1.1 Electrical &General Floor Plan -WALL LOAD(ZONE#5)` +GO.G/7G.G P5F FLOOR JO15T5- 2x4 S.Y.P.#2-(12-15%MOISTURE CONTENT) -WALL LOAD(ZONE#405): +GO.O/-70.9 P5F 2xG 5.Y.P.#24I 2-15%MOISTURE CONTENT) 51,2 Skids & Floor Framing Plan 2x8 5.Y.P.#2-(I 2-15%M015TURE CONTENT) 7. FLOOR DESIGN LIVE LOAD: 125 PSF G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.3 Skid and Floor Framing Details 8. FLOOR DESIGN DEAD LOAD: 12 PSF 51CID5, FLOOR JOISTS AND 3/4"T*G FLOOR SHEATHING SIA hoof Framing &Schedule 9. ROOF DESIGN LIVE LOAD: 20 PSF 7. TRUSS DESIGNED TO SUPPORT D.L+L-L=30 P.S.F. 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.$ Typical Frame Section Details 1 1 . WALL DESIGN LOAD: 8 P5F a SUBJECT TO LOCAL JURISDICTION APPROVAL SIX End Wall Frame Options 12. COMBINATION LOADS: AS PER A5CE 7-1 O 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM 13. SEISMIC USE GROUP: B YIELD STRENGTH. 14. BUILDING CATEGORY: I 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 15. BUILDING OCCUPANCY: STORAGE- NON HABITABLE ,e lr�n on 1507.2 FOR SHINGLGENERAL NOTES CONTINUED: E REQUIREMENTS. ROOF SLOPE FOR METAL I G. CONSTRUCTION TYPE: VB �''� oBuildOn ROOF5 SHALL MEET MANUFACTURER'S RECOMMENDATION5. 17. ALLOWABLE FLOORS: I eeg'"°'6j'OaesufAft'rasff' 1 1. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22. DOOR SHALL BE 2 114P x I I/1 G"ALUMINUM EXTRUDED 18. EXTERJOR WALL FIRE RATING: 0 CODE REVIEW STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. 19. DESIGN OVERHANG: 8 INCH Professional ServiceIndasrrfes 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA 174833rdStleet UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE plan Rdo,worWi 32838 1507.2.8 OF THE F.B.C. 2010 GARAGE DOORS, GO"x 72"ALUMINUM DOOR, 32" AND 21. THE CONTRACTORMIANUFACTURER MUST COMPLY WITH THE IcC#Peen 5186 er.wnaaam E Ne�y,ll1 48"SINGLE DOORS, AND PRE HUNG STEEL DOORS.TYPE, LA#UO MM 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE FOLLOWING CODES: �►� LOCAL CODES AND THI5 15 NOT A FOUNDATION DESIGN. 51ZE, QUANTITY,AND LOCATION MAY VARY. 2014 FBC, Th Edition FLsM=r9,SM-61 14. BUILDING 15 CLASSIFIED AS TYPE"5" (STORAGE) 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC 15. ALUMINUM WINDOWS-TYPE, 51ZE, QUANTITY, AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE 2014 Florida Fire Prevention Code VARY. 25. MAXIMUM WALL HEIGHT TO BE 6-0" Haney Associates,Inc. 1G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED 2G. ALL BRAND MATERIALS SPECIFIED MAY BE 5UB5TMJTED CwtificateofAuthorization FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY No.27124 17. MANUFACTURER INSTALLATION 5TANDARDS SHALL BE FOLLOWED IN 27• ALL BUILDINGS (EXCEPT THOSE IN U5E AS AN ACCESSORY CODE IN ACCORDANCE WITH 101.5.2 ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWEWNG UNDER FIELD PERFORMANCE CONDITIONS, 4005c1.ft.)MUST HAVE ATLEAST(1)32"x80"(MIN.)DOOR. 51TE IN5TALLED ITEMS: �♦ G�C R. 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE 3%g"METAL I . THE GOMPLI:TE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. ��Q•N ' ' •••:Q/�/ �i HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24" O.C. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. O�r +� �r� 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS)TO THE No. X4558 ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 5/8"P.T,T I-I I BUILDING. ; SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, MARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND STEEL 51DING AND"PLEKO"STUCCO ON 5/8" DENSE GLASS GOLD R318.G S � '�gTATE ' AND POLYCARBONATE GREENHOUSE PANELS NOTE:THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS Of WORK 21 . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE ' � •'' LOR1�P'C?�♦�� f WITHOUT THE USE OF A KEY. INSTALLATION.ALL SITE RELATED ITEMS ARE 5UBJECT TO LOCAL �f�sS�ONAL. �G ••• ••• .. JURISDICTION APPROVAL �riirriitt��k♦ • • 02 •• •'• " • ` a These plans were designed in accordance with: Project No. Sheet Number: goop 9 � Sl1'i�1e Wide Metal Master Plan Designed By: Haney Associates 2014 FBC, 5th Edition .ark Builders O.R.H. M165d175c 1 0 Engineering 8c Constrtac only •••2011 NEC 1 PU�Bos348,SFxMile,S.�2962oftef ss �tao��• g 2014 Florida Fire Prevention Code 409 Mon Street Checked By: Date: go For Wind Speed 175 mph, Exposure C Vidalia, GA 30474 C.L.A. 05/20/13 1 Of 7 .:. V .. . . PSI APPROVAL 2015-06-25 ELECMCAL,N0TE5: Appravai Stamps: I . WHEN AIR CONDITIONING 15 IN5TAL.ED IN TH15 BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED 32" MIN.,.GO"MAX. WIDTH GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT, LOCATION 24" BY 6'-8"HEIGHT DOOR, DISTRIBUTION PANEL. AND QUANTITY MAY VARY 5, MAK MAX LOCATION MAY VARY. 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. i GROUNDED TO MINIMUM 10'-0" COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. L ===4, = _ . 5. ALL CONDUITTERMINATION'5 OF 1"OR LARGER ARE TO HAVE PLASTIC \� IN5ULATED BUSHINGS. 6. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL i V12.. METAL STUDS ELECTRICAL CODE(NEC), LIFE SAFETY CODE(NFPA 101), LATEST SPACED AT 24 EDITIONS. O.C. MAX.. 7. HVAC EQUIPMENT'SHALL BE PROVIDED WITH READILY ACCESSIBLE m .T. 3/4"T 015CONNEM ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH FLOOR SHEATHING i WITH A MARKED °OFF"POSITION THAT 15 PART OF THE HVAC SEE VARIOUS END SEE VARIOUS END WALL' EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS p WALL FRAMING {��. FRAMING 5ECTION5 FOR ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY ` SECTIONS FOR WALL .� /'+� WALL AND DOOR FRAMIN( , A READILY ACCE551BL.E CIRCUIT BREAKER AND WINDOW FRAMING. 8. PRIOKTO ENERGIZING THE ELECTRICALSYSTEM THE INTERRUPTINGEz RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS Q BEING IN COMPLIANCE WITH SEC. I 10-9 OF THE NEC BY A LOCAL ` / � lunation ELECTRICAL CONSULTANT. 9. THE MAIN ELECTRICAL PANEL. FEEDERS, POWER HOOKUP TO BUILDING t�r (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, , �$R,ap' CODEREVIfW GROUNDING, ETC.) 15 DESIGNED BY OTHERS, 517E INSTALLED, r' Professional Serv/celndustrWas SUBJECT TO LOCAL JURISDICTION APPROVAL I G 174833rd street 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO- ' WP-T' 32"MIN., GO' MAX. WIDTH Orlando,Florida 32839 WILL MEET THE COLOR CODE REQUIREMENTS 5t-T FORTH IN THE NFPA EACH UNIT FIELD BY 6'-8" HEIGHT DOOR, Plan Reviewer:Wiillatn E Newry,III 70, NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY. Icc#6�fiso4o I.a lal00406 11. ALL ELECTRICAL OUTLEf5 SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER FI.SM-79,SMP-W ARTICLE 1210.8(A)(2) NEC-08. SOURCE TO UNIT 52-V MAXIMUM BUILDING LENGTH Electrical Symbol Ke Haney Associates,Inc. Certificate of Authorindon GFCI Duplex Receptacle 120V 10 NOTES: No.27124 •ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. tlifi/� - incandescent Light w/(1 -60w Bulb �N�`'GyC R. y ,, Typical Floor Pian ";26., •��OKI' '•=q r Q Junction Sox 5CALE: I/4"=I'-O" f'¢' No. 8 $ Switch io— • �� � STATE OF ` WP Weatherproof f rr�t�` :A40RIpP• •Cjti=� $R Switch w/ Receptacle Outlet 120V 19P� l`% SYONAL llillll� ( 8 Do • • • • • ••• •• •°' '• These plans were designed in accordance with: i Project No. Sheet Number: • Single Wide Metal Master Plan Designed By: i3EN224- ' 2014 FRC, 51h Edition n O.R ffi �'�'�� ������ ��•��'�' 2011 NEC , Lark Eullders M16Sd1?Sc Engineering& Const^c#on I Mn g ' • : 2014 Florida Fire Prevention Code 409 Duron Street Checked By: Date: P.U.Has348,3ixM%&C2R6S2rPhq'�f1644n.. 60. •: • For Wind Speed 165 mph,Exposure D C.L.A.. 05/20/13 ••• p a p Vidalia, GA 30474 11, or 2 of 7 i 0 Do PSI APPROVAL 2015-06-25 Approval Stamps: SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE 5CHEDU LEFOR J015TSIZE! 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist Size&Spacing A B Width Joist Size&Spacing A S „AN nB" °A° 6'-0" 2x4's @ 16" O.C., Max. 15" 42" 6'-0" 2x4's @ 16" O.C., Max. 12" 24" 10 4- 8'-0" 24's @ 16" O.C., Max. 18" 60" &4' 2x6's @ 16" O.C., Max. 16" 32" ` 101-0" 2x6's @ 16" O.G., Max. 24" 72" 10!-0" -2x6's @ 16" O.C., Max. 20" 40" 5EE SCHEDUL)=FOR JOIST 5IZE 1 T-0" 24's @ 16" O.C., Max. 24" 84" 11'-0" 2x6's @ 16" O.C., Max. 22" 44" 11'-8" 24's @ 16" O.C,, Max. 28" 84" 11'-8"t 2x6's @ 16" O.C., Max. 24" 46" 13'-0" 2x8's @ 16" O.C., Max. 36" $4" 13'-0" 2X8's @ 16w O.C., Max. 26" 52" 13'-8" 2x8's @ 16" O.G., Max. 40" 84" 13'-8" 2x8's @ 16" O.C., Max. 28" 56" NOTE5: •FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FUR ALL STRUCTURAL COMPONENTS AS 5Er FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERN5E SPECIFIED. •ALL 5KID5 ARE P.T.-4xG 5.Y.P. #2 OR(2)-P.T.-2xG S.Y.P. #2 • 9-0°WIDE UNrr5 MAY U5E 2x4 5.?T. #3 JOISTS •ALL JOISTS ARE TO BE P.T.5.Y.P. #2 T. 51DE RAIL TO MATCH P.T. 51DE RAIL TO MATCH J015T 51ZE, SEE FRAMING J015T SIZE, SEE FRAMING SCHEDULE FOR SIZES. 5CHEDULE FOR 51ZE5. r Information ToEuild On CODE REVIEW Professional Service Industries m 1748 33rd Street SEE SCHEDULE FOR JOIST SIZE = Orlando,Florida 32839 Plan Reviewer.William E Neary,III ICC#als "o _ SEE SCHEDULE FOR J015T 51ZE I H LA#UOOUS m FL SIt91-79,SMP-61 j I�2 dy I Haney Associates,Inc. Certificate of Authorization No.27124 Q LL ? y```��lIll/, . : 3 N P.T.-4x6 5.Y.P. #2 or q� 0�� or G'-O° 3 P.T.-4xG 5.Y.P.#2 or 4'-O° or 6'-O" �'� I. (2)-P.T.-2xG S.Y.P. #I2 5KID5 I . (2)-P.T.-2xG S.Y.P. #2 SKIDS Optional Porch Na 618 Optional Porch Op = _ 50'-9 MAXIMUM BUILDING LENGTH 50-O°MAXIMUM BUILDING LENGTH C ' E STATOF ' ' O ` Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan oo01 'S�4 ' AIF''I/�°� I'-p" • SCALE: 114"= -0" .• I' /,I�INALI`�,� ••; . . "• •• ' ' These plans designed in accordance with: Project No. Sheet Number: . . Wide Metal Master Play Designed By: 13EN224- a 2014 FBC, 5 Edition I O.R.H. Han Associates.,.I C• 2011 NEC Lark Builders M165d175c Engineering� Constftt on I f IgOI ting ';•;2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: P.O.Boz 348,Sts Mite,S.G Z4P 6A-646.7x0• ' • � For Wind Speed 165 mph, Exposure D 1 Vidalia, GA 30474 C.L.A. 05/20113 3 of 7 . . . PSI APPROVAL 2015-00-25 Agpxoval Stamps: —V22' .- P-Ov. METAL WALL STUDS SEE PLAN VIEW FOR SPACING l I SEE FRAMING SCHEDULE SKIDS MAY BE P.T.-4xG S.Y.P. I t #2 OR(2)-P.T.-2xG 5.Y.P.#2 I I 2° -20ga. METAL SOLE PLATE, FOR J0I5T SIZE ► 1 CONTINOU5 W/5/1 GN4 LAGS j ATTACH EACH 5fUD TO 50LE j j AT f G°O.C.. Max. PLATE WITH(2)#10 SELF fi I T. 3/4°T*G FLOOR DRIWNGGRABBER 5CREW5 1 I 4 SHEATH{NG -� (1) INTO EACH FLANGE. LILA, 5ENCO K25 (OR EQUAL) OTCH 5KID5 IY2°x IYe NAILS AT 124 O.C., ROW5 FOR EACH FLOOR,J015T SHALL BE 1.5°FROM EDGE. — ------- — STAGGER KOW5 G° FOR (2)-P.T.-S.Y.P.-PNG's 5MD5, I 15MWEFN START PATTERN WITHIN G° 5MD5, FASTEN TO ENDS 2x4 BLOCKING BETWEEN Ir W/(3)-0.!Z0-xV I OF EACH END OF SKID 5KID5, FASTEN WI '-----KAI[S AT f 2 rd-C E 5fl (2)-0.1208x3°NAILS AT SIDE, STAGGERED. 12-O.C., STAGGERED. to 1 SKID*FLOOR FRAMING DETAIL 2 END J015T FRAMING D Al !. SCALE:3!4'=I'-0' SCALE: 1.5°=1'-t3° ��r� �Orti1[lt20rt I SKIDS MAY BE P.T.-4xG S.Y.P. 992howft-`°nffm1mP•'eamO #2 OR(2)-P.T.-2xG 5.Y.P. #2 CODE REVIEW e Proiesslonal Service Industries e 1748 Mrd Street Odando,Flor/da 32839 2°LAP SPLICE FASTENED Plan Reviewer.William E.Neary,HI 1 " W/(G)-5/1 GN4°LAGS ICC#6185040 1 P.T.-4xG S.Y.P. (OUTER FACE), (3)-5/1 G°x4° LASMI �1 #ion LAGS(INNER FACE), (9) LAG a' ATTACH JOIST TO SKID WITH SCREWS TOTAL ciatInc 5/1 G°x4°LAG 5CREW OR(2) Haney�� �' • SIMPSON H-3 (OR EQUAL)AT Certificate of Authorization No.27124 EACH END OF JOIST, SEE 3°xG'SPLICE PLATE ON 3 of FRAMING 5CHEDULE FOR SIZE. 4 SIDES OF JOINT, FASTEN (2)-P.T.-2xG EACH PLATE W/(5)-5ENCO J%J I I>I i t NOTE:ATTACH END JOISTS TO SKID WITH (2)-5/I G'k4° 5.Y.P. #2 SKIDS K245(OR EQUAL) NAIL5 �� 011e R• /y LAG SCREWS [OR(4)-0.131x4° GUN NAI 1-51 ANDA EACH SIDE. S1MP50N H-3 [OR EQUALI AT EACH END OF JOIST. �: No16 558.•...' TYPICAL SKJD TO 4 TYPICAL SKIDS LIC G ETAIL •. STATE 3 JOIST CONNECTION D AIL �O • I. SCAIE:3/4°= '- 0" I. 5CALE:'4°a '-0° ' .(�• % .. ... . . . . . .. .1!l'ONAL� % . .. . . . . eee . No. Sheet Number: j These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project ® 2014 FRC 5"' Edition O.R.H. ' angy ��so a s, 112C. 2011 NEC Lark Builders M165d175c 'Qfthon Engineer>tng'8s Cpris r>pLc loxrl'l %0 "I a 3 g 2014 Florida Fire Prevention Code 409 Dixon Street Date., P.O.Boz a4a�s4: e s c.29est-Pha>ti'%64.6&19 0 - checked By. For Wind Speed 165 mph,Exposure D Vidalia, GA 30474 C.L.A. 05/20/13 4 of 7 .ee e . e e ee . e . e e e . . . . . .. .. . . . .. .. eee e e e eee . . • PSI APPROVAL 2015-06-25 pproval Stamps: ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES. Miall Framing at 24"' ®.C., Max. AROOF FRAMING SHALL BE 5PACED TO UNE UP DIREGMY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING. e ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R318.G s FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS 5Ef FORTH UNDER FBC 2304.9.1 Width Rafter and Brace Size and Spacing: AND TABI1- 2304.9.1 UNLE55 OTHERWISE SPECIFIED. o RIDGE MAY RUN IN THE SHORT DIRECTION 'TURNAROUND"OR"VAULTED"STYLE WITH A MAXIMUM GABLE END OF 30-0"AND 51DE 8',0" ASIS SSMA S 35US162-54 @ 24" O.C. Max. WALLS THAT VARY G-0"TO 13'-8"OR THE LONG DIRECTION "5TANDARD"WITH GABLE ENDS THAT VARY G'-0"TO 13'-8"WITH A 8=00 ASIS SSMA S 350S162-54 @ 24" O.C. Max. MAXIMUM 51DE WALL LENGTH OF 50'-0". e ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-1 Gx I TEIGS PANHEAD SCREWS WITH #3 DRJLL POINT 10'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. AT G"O.C. 11'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. 11'-8" ASIS SSMA S 350S162-54 @ 24" O.C. Max. 1&-0" ASIS SSMA S 350S162-54 a@ 24" O.C. Max. 1 V-8" ASIS SSMA.3 35OS162-54 @ 24" O.C. Max. i �'�' Ir formadon `a'� Build On .GoasldffM•reaffM k CODE REVIEW a'p Professlona/Service Industries 1748 33rd Street co Orlando,florid,32839 Plan Reviewer Standard Ridge CC#6186040 William E Keary,111 20ga. METAL RAFTERS AND LA#U00406 k BRACING, SPACED AT 24" O.C., MAX. FL.slu0a9,SMP-61 LINE UP RAFTERS TO LAND ON WALL 5TUD5 FOR LOAD TRANSFER. BRACING k g TO MATCH RAFTER 517E AND GRADE, Haney Associates,Inc. SPACED AT 24"O.C., Max., A MINIMUM Certificate of Authorization '> OF 4 SECTIONS OF BRACING ARE No.27124 k REQUIRED FOR ANY SPANS ABOVE I P-8" k A, F `�tilllrrri�i CEN ���'� 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX. FOR VAULTED ROOF •�- No. 644558 ' Typical Roof Framing Plan ;O.ri'•..A, p�,,_.: SCALE: 1/4"=1'-O" ��FS • ORS ��`�• .. ... . . . . . .. BONA L, . .. . . . . ... . 1 These plans were designed in accordance with: Single Wide Metal Master Plan Designed BY: Pr0�2°• Sheet Number. ` ••• •• 2014 FBC, 5", Edition ©.Ji H. i ane .2� a nidi . �'-�9 2011 NEC Lark Builders M165d175c 4 i $;`' JEngineerin • on.3E•8 see Pseean o 2014 Florida Fire Prevention Code 403 Dixon Street CX,,�dBy: Date: ° P•O.Box344SixMk&C.296M-Phon�86444&7600 For Wind Speed 165 mph, Exposure D Ca,P� 30474 C.L.A. 05/20/13 Vidalia, 5 of ••• • • 6 .. .. . . . .. .. • PSI APPROVAL 2015-06-25 Approval Stamps' ATTACH ROOF FRAMING TO TOP PLATE.OF WALL FRAMING WITH BUILDEX 10-I Gx I TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT G"O.C. Ik SEE ROOF FRAMING i I SCHEDULE FOR RAFTER AND BRACING 51ZE5 AND SPACING } f ' I s I k 1 1 2 112"x I/2"CORRUGATED $Vi"-20 a. METAL COLLAR Til:, N-0° ROOF PANELS FASTENED g 3Y2 2O a. METAL STUDS WITH I/4"-14 x 314°FASTENED HWH LONG, ATTACH W/ (2)#10 SELF SPACED AT 24 O.C. MAX. TRA-14M I AT G" O.C. DRILLING GRABBER SCREWS EACH SIDE r .. SEE ROOF FRAMING i' 3142"-20ga. METAL STUDS tol"'NOYEEH&NG QEDON DETAIL SCHEDULE FOR RAFTERS i` SPACED AT 24°O.C. MAX. ScaiE:3/4 Q � I: I: -Vz"-20ga. METAL BRACE AT ' z O SEE ROOF FRAMING 3'-0"ABOVE FIN15HED FLOOR, SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2) cn +' + #10 SELF DRILLING GRABBER REQUIREMENTS SCREWS. (1) INTO EACH FLANGE ��,: oBmaduild va + ATTACH ROOF FRAMING TO O ' SEE 51.2 FOR SKID ' 2 1/2°x 1/2" CORRUGATED TOP PLATE OF WALL FRAMING CODE REWEW AND FLOOR FRAMING PANELS (FASTENED W/#8 x WITH BUILDEX 10-1 Gx I TEK5 Professional Service Industries IY2"WOOD SCREW AT G° PANIIEAD SCREWS WITH #3 174833rd Sheet I O.C. (OR EQUAL) _ DRILL POINT AT G"O.C. Orlando,Rodda 32839 Plan Reviewer.William I_Neary,III _ ICC#6186040 VARiE5, G-O"to 13'-8" La#uooaos I. -� FL SM-79,SMP-51 Typical Frame Section Haney Associatin,Inc. Yp SEE ROOF FRAMING SCALE: 1/4"=1'47 SCHEDULE FOR RAFTER AND Certificate of Authorization BRACING SIZES AND SPACING No.27124 ii R. '6y SPACED AT 24a. ' O.C.AL STUDS AX. `0QQ,.° a1 SF'•.:�„L No. 64558 2 OVERHANG OPTION DETAIL STATE OF 1. 5CAI.e:314°m P-9i`� +c(QRt ot':•; F`�;•..• . .. ... . . . . . .. . .. . . . . ... . • •• These plans were designed in accordance with: �'' p 9 , Single �!'tde Metal t�las$e1` Plan Designed By: �°��°' Sheet Number. 2014 F8C1` ' ane, OdMod ���eS'�► = 2011 NEC 5 ' Edition Lark Builders aR`H' M165d175clift Enginee & caalis�r�.c on'pl*�r g I d rte. t� . ... ... 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: P.O.Bas3411,Siz=il S.C.29682-P6oae:W4-646-7600 For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13 6of7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . f • PSI APPROVAL 2015-05-25 Appravai Stamps: 2-1/2'x 1/2°CORRUGATED ROOF PANELS FASTENED WITH 1/49-14 x 3/40 HWH TRAM I AT G°O.C. 3iz°-20ga. METAL BRACING, `. Wiz° METAL BRACE AT 3'-0° ATTACH EACH END TO STUD5 W/ V° METAL BRACE AT 3-0° ABOVE FINISHED FLOOR, (2)#10 SELF DRIWNG GRABBER rr IN%% ABOVE FIN15HED FLOOR, ATTACH TO EACH STUD SCREWS' (1) INTO EACH FLANGE ' ` ATTACH TO EACH STUD W/(2) #10 SELF DRILLING [NOTE THAT THI5 BRACING 15 W/(2)#10 SELF DRILLING GRABBER SCREWS, (I) REQUIRED ON 51DE WALL5 A5 WELL GRABBER.SCREWS, (1) INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] LL INTO EACH FLANGE 1 SEI:5 1.2- FOR 5K1D AND FLOOR VARIES, G'-O°to 13'-8° FRAMING VARIES, G'-0°to 13'$° w End Wall Framing Option End Wall Framing Option 5CALE: 1/4'=1'-0° WALL OPENING FOR SIDE WALLS ARE SCALE: 1/4°=P-O° TO BE FRAMED SIMILAR To THOSE SHOWN HERE FOR ENDWALLS 7-503' '`tfornuon oBuW On , 2-112"x 1/2°CORRUGATED ROOF '" -W PANEI-5 FASTENED WITH I/4"-14 x CODE REVIEW 3/40 HWH TRAM I AT G°O.C. Professional Service lndrutries 7 1748 33rd Street Orlando,Ronda 32839 Plan Reviewer.W lHam M Neary,W Icc#6186040 LA#uonaos FL SMI-79,SMP-51 8-O" Max. tea"-20ga. METAL BRACING, Max.2 METAL BRACE AT 3'-0" ATTACH EACH END TO STUDS W/ m �2° METAL BRACE AT 3'-0° ABOVE FINISHED FLOOR, (2)#10 SELF DRILLING GRABBER ABOVE FINISHED FLOOR, Haney Associates,Inc' SCREWS, (1) INTO EACH FLANGE Certificate of Authorization ATTACH TO EACH STUD p ATTACH TO EACH STUD No.27124 W/(2)#10 SELF DRILLING ► [NOTE THAT TH15 BRACING I5 I W/(2)#10 SELF DRILLING GRABBER 5CREW5, (1) REQUIRED ON SIDE WALLS AS WELL GRABBER 5CREW5, (1) INTO EACH FLANGE (BOTH 51DF-5 OF EACH CORNER)] INTO EACH FLANGE %V J I I I I t t lit, GS ��.� NR. l yq NOTE THAT THIS BRACING `. 15 REQUIRED ON SIDE Z Or' WALLS AS WELL(BOTH No. 64558 SEE 51.2 FOR SKID AND FLOOR SIDES OF EACH CORNER) Z* •- VARIES, G'-0°to 13'-8° FRAMING 1P VARIES, G'-O°to 13-610 _ -Q End Wall Framinq Option End Wall Framing Option ;p STATE o . SCALE: 1/4"=I'-0° SCALE: 1/4"=I'-O° '� �ss/ OR 1 O-' .. ... . . . . . . • ONA� �. • • •• • • • • • r�llll111<<`, • •• • • • • ••• • These plans were designed in accordance with: ' Sinide Metal Master Plan Designed By: Project No. Sheet Number: •• •` 2014 FSC, 51' Edition O R.H. 13EN224- aney AMoelate� • here Lark Builders M165d175c i 9�— 2011 NEC � Engineering'& ons coon Ah * 09 �+ ■ 6 •• • • ••• ••• • 2014 Florida Fire Prevention Code I 409 Dixon Street Checked By: Date: PA.Boz 349,SkMilet&C.29682-Phone.N4-t6a600 For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 CL.A. 05/20/13 7 of 7 . . . . . . . . . . . .. .. . . . .0 •• ua Do o® vo TABLE 2A — 165D/170C TABLE 2B - 140C r 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SHED WIDTH MAXIMUM ANCHOR (*/ SPACING SPACING — TIE–DOWN S��1T��Rn7A..��P BOLTED THRU TIE–DOWN STRAP (1) 4x4 SYP #2 ON 8' WIDE OR LESS. UP TO 16'-0" 10'-0" UP TO 16'-0" 10'-O" FLOOR JOIST M 1/2° GRADES (SEE NOTES) (2) 2x6 OR(1) 4x6 P_T. SYP #2 SKIDS BOLT MINIMUM WITH WASHERS ALL ELSE(CAN BE SET ON GROUND). TYPE 1 'TYPE 2A 16'-1" TO 20'-0" 8'-0" 16'-1" TO 24'—O" S'—O" T1E–DOWN STRAP BOLTED TO TYPE 30" DRIVE 30"AUGER 3 ANCHOR WtT}i 1/2"GRADE 5 ANCHOR ANCHOR CODE INFORMATION 1/Z"x3' (4,000 LB.) CONCRETE BOLT MINIMUM WITH WASHERS FOR ROCK/CORAL• FOR SOIL/CLAY ` ZO'-1" TO 24'-0' 6'-O" TABLE 1 A — 120 C anla 9vA e�,D"x,race-�, WEDGE ANCHOR WITH WASHER CODE VERSION x011 I=WA 70 1/2•x3•(400 Lea CONCRETE i;' I v TABLE 2C — 1 20C ANCHORING TO CONCRETE MANUFACTURER IAw<L9DLOER9 a a WEDGE ANCHOR WITH U–CHANNEL n U TYPE zB 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR AGENCY a (TYPE 3) a. "..° 0- TYPE 3 SPACING CONCRETE 30"AUGER MAXIMUM ANCHOR BUILDING TYPE RFSI 4"CONCRETE ANCHOR ANCHOR SHED WIDTH SPACING6'-00" 4"CONCRETE WITH EXPANSION BOLTFOR SOIL/CLAY 2'4•'–Orr CONSTRUCTION TYPE V-e TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 20'-0" 7'-0" FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE 16'-0" 7'-6" OCCUPANCY 9TIRAGE ALLOWABLE NUMBER OF STORIES I 14'-0" Me WIND SPEED V i20/146 196/i"Mh SURE C/o TIE–DOWN STRAP BOLTED THRU 12r–On 9r-0n ENCLOSURE ENCLOSED FLOOR JOIST r 1/2"GRADE 5 (1) 4x4 SYP 2 ON 8' WIDE OR LESS. (1) 4x4 SRP 1) x 8' WIDE OR LESS. 1/2"x3" (4,000 Lea CONCRETE 2x4 SOLE PLATE (NATURALLY BOLT MINIMUM WITH WASHERS (2)2x8 OR (1) 4x8 P.T. SYP #2 SKIDS (2)2x8 OR (1) 4x8 P.T. SYP #2 SKIDS INTERNAL PRESSURE COEFFICIENT +/–0.18 WEDGE ANCHOR WITH 2"WASHER DURABLE WOOD OR P.T.) (NUT& BOLT OR LAG BOLT) ALL ELSE(CAN BE SET ON GROUND). TIE–DOWN STRAP SECURED ALL ELSE(CAN BE SET ON GROUND). 1 O'-O" 10'-6" 1.19 ? IMPORTANCE FACTOR _ TIE–DOWN STRAP BOLTED TO TYPE W� (e) 1013.1.6'NAILS 8'-01° 12'-0" ROOF DEAD LOAD 1DPW 3 ANCHOR[r 1/2'GRADE 5 ROOF LIVE LOAD 20P9F OR 30016 POINT LOAD GRAD¢ –• –_----_–__..".. BOLT MINIMUM WITH WASHERS 5/8"x 30'EARTH ANCHOR: I•.s.I FLOOR DEAD LOAD \q\\ 1/2 (4,000 Le.) CONCRETE I,'�j AUGER STYLE FOR SOIL/CLAY, i i `--4" CONCRETE WEDGE ANCHOR WTTH U–CHANNEL DRIVE STYLE FOR ROCK/CORAL FLOOR IJVE LOAD 90PSF (TYPE 3) n ' ° TABLE 1 B - 140C a "R'RAT1N0 OF WALLS, FLOOR, ROOF N/A ANCHORING TO CONCRETE MODULES PER BUILDING 1 4"CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD, MAXIMUM ANCHOR CONCRETE BLOCK OR PAD)SPACED SHED WIDTH SPACING HURRICANE PROTECTION USAGE NO AT 8'-0"MAX. HURRICANE SHELTER USAGE NO 4'-0" 24'-0" SQUARE FOOTAGE 719 sOST.OR LESS e_._..._..�. . 20'-0" 5,-0„ REVISIO S REV DESCRIPTON DATE BY TIE–DOWN STRAP BOLTED THRU 16'-0" 5'-6" 1 ADDED TYPE 28 WITH ANCHOR,ADDED LAG Ow OPT. 10/15/19 MTB FLOOR JOIST rM 1/2"GRADE 5 (1) 4x4 SYP #2 ON 8' WIDE OR LESS. 2 ADDED'L'SRACKU SETUP,AM CAP NOTES 2/10/19 MTB 2x4 SOLE PLATE (NATURALLY (1) 4x4 SYP #2 ON 8" WIDE OR LESS. BOLT MINIMUM WITH WASHERS AL 2x8 (C (1) 4x8 P.T. SYR �2 SKIDS 14'-0" 6' 0 3 ADDED 3/19'OALVAIUMD CABLE 9/19/19 MTB 1/2'x5'(4,000 LB.)CONCRETE ALL ELSE(CAN BE SET ON GROUND). DURABLE WOOD OR P.T.) (2)2x8 OR (1) 4x8 P.T. SYP t)2 SKIDS (NUT& BOLT OR 2}"LAG BOLT) 9/,JO/iq IdTB WEDGE ANCHOR WITH 2"WASHERux� ALL ELSE(CAN BE SET ON GROUND). 12'–O„ 7,-6" 4 ADDED NOTE 11 ON STAcMNG BLOCKS 4" TIE–DOWN STRAP OR 3/16' a f-�–Y-------4 � GALVANIZED STEEL CABLE GRADE --4------ ( ) 5/8'x 30'EARTH ANCHOR r� 8,-0„ Drawn By: '.a •• – -- SEE NOTES WITH EYE HOLE AUGER STYLE :i 1 0'–Q TB ,J', FOR SOIL/CLAY, DRIVE STYLE i ' I 12'-0" '• .d 1/2"x3'ANCHOR WITH CONCRETE j I FOR ROCK CO Datei ' t COPnONALONCRETE REINFORCED ROCK/CORAL 1 ^a' cONDRETE FOuNDAnON WEE ICHOR WITH 2'WASHER I,",I _ ®•� S'-0" 8/11/15 'll � A < a I 6'-p" 12'--0" N/A 4" CONCRETE OR OPTIONAL SUPPORT �e 4"CONCRETE ORS AD)SPAACCED AT �K LARK BUILDERS ,I �..� TABLE 1 C-16513 175C -^- - ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 2"WIDE 11 GAGE STEEL'L' 24'-0" BRACKET TIE–DOWN STRAPTIE–DOWN STRAP BOLTED THRU FLOOR JOIST (1) 44 SYP #2 ON 8' WIDE OR LESS. (1)4x4 SYP #2 ON 8' WIDE OR LESS. (SEE NOTES) (1) 4x4 SYP #2 ON 8' WIDE OR LESS. WITH 1/2'GRADE 5 BST BOLT (2)2x6 OR (1) 4x6 P.T. SYP #2 SKIDS TIE–DOWN RAP BOLTED TO (2) 2x6 OR (1) 4x8 P.T. SYP #2 SKIDS (2) 2x6 OR(1) 46 P.T.SYP #2 SKIDS MINIMUM WITH WASHERS ALL ELSE(CAN BE SET ON GROUND). GROUND ANCHOR WITH 1 22'. ALL ELSE(CAN BE SET ON GROUND). ALL ELSE(CAN BE SET ON GROUND). 20'-0" (NUT&BOLT OR 21-LAG BOLT) GRADE 5 BOLT MINIMUM WASHERS,ALSO CONTINUOUS AND TIE–DOWN STRAP BOLTED TO ATTACHED TO GROUND ANCHOR GROUND ANCHOR WITH 1/2'GRADE 16'-O" 5'"O" ON OPPOSITE SIDE 5 BOLT MINIMUM WITH WASHERS 1/2'x3'(4,000 L9.) CONCRETEI I 5/8'x 30"EARTH ANCHOR: +�I 5/8"x 30°EARTH ANCHOR: I. ,I 14'-0" 5'-6" WEDGE ANCHOR WITH 2"WASHER I,'.i AUGER STYLE FOR SOIL/CLAY, AUGER STYLE FOR SOIL/CLAY, I- ,I . e DRIVE STYLE FOR ROCK/CORAL a DRIVE STYLE FOR ROCK/CORAL a a 12'-0" GRADE z 4'CONCRETE 4"CONCRETE -•OPTIONAL SUPPORT PAD (P.T. WOOD, 101-011 CONCRETE BLOCK OR PAD) SPACEDJ " " AT 8'-0"MAX. $'-O 10'-0II •• ••• • • • • •• TIE-DOWN DETAILS • • •. • • • . 6'-0" 12'-0" 0 TIE-DOWN NOTES: •• ••• •. •` • • •. I. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. it 2. ALL MEASUREMENTS ARE CENTER–TO–CENTER. 3, TIE–DOWN STRAPS TO BF,Mt��1YM 1�"�c 0.03�i" GALVAI�J�ED S�EL. FEDERAL SPECIFICATIONS QQS-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 L.B. x 1.5). _ 4, ALL EARTH ANCHORS SHALL HAVE A MIJWIh1WM x.,360 LB.eL;W 16T.• 11 /21 / 16 5. EARTH ANCHORS LOCA AT ;�ACH CORNEIF, MAXIMUM ts" FROM TEND (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. C) 6. CONCRETE ANCHORS ;BE SPW0 P T.A&E 'PA,B,G• �1G ON SHED WIDTH, WIND SPEED, AND EXPOSURE. Q 7, CONCRETE ANCHORS "VAVE vA MINIMMI�,OF ao COVER•(a;T q FROM ANCHOR TO EDGE OF CONCRETE). 8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONCREFE 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 (OUVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT) 11. HOLLOW OR SOUD CONC*"BNOCKS 48"98"w16144Y OE STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING. � Matthew T. Baldwin P.E. • • . ••• • • • Flo rida License #64608 • • • • • • • • • • iI ,... . ... . � � sheet: AP-1 OF 1 s oa_oo me_ou TABLE 2A — 165D/ OC: TABLE 2B - 140C 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SHEDWIDTH MAXIMUM ANCHOR SPACING SPACING /yam TIE-DOWN STRAP BOLTED THRU TIE-DOWN STRAP (1) 4x4 sm #2 ON 8' WIDE OR LESS. UP TO 16'-0" 10'-0" UP TO 16'-0" 10'-0" FLOOR JOIST WITH 1/2"GRADE 5 (SFE NOTES) (2)2x6 02 (1) 4x6 P.T.SYP #2 SKIDS BOLT MTM uM WITH WASHERS ALL ELSE(CAN BE SEF ON GROUND). -YPE 1 TYPE 2A 16'-1" TD 20'-0" 8'-0" r16'-1" TO 24'-0" 8'-0" TIE 3DOWN STRAP BOLTED TO TYPE 30" DRIVE ANCHOR 3 MCHOR WD1i 1/2•GRADE 5 C-U'; 0'-1" TO 24'-0 6'-0" TABLE 1 A - 120C CODE INFORMATION 1/2"x3' (4,000 LB.) CONCRETE BOLT MINIMUM WITH WASHERS CODE VERSION IO wW,Tra-7. WEDGE ANCHOR WITH WISHER =0R ROCK/CORAL FOR SOIL/CLAY ANCHORING TO CONCRETE 1/2'x3' (400 LB.) CONCRETE I',�'i�� lou NaEC,M tot&NavA 7tt a ° a WEDGE ANCHOR WITH U-CHANNEL oa-1J� TABLE 2C - 120C MAXIMUM ANCHOR MANUFACTURER LARK BUILDERS (TYPE 3) ; a� ° TYPE 3 TYPE 2B 30" AUGER ANCHOR SPACING SHED WIDTH SPACING ��Cy a'CONCRETE CONCRETE 30'AUGER ANCHOR MAXIMUM ANCHOR BUILDING TYPE NIANUFACTURED HU L4'CONCRETE WITH EXPANSION ANCHOR SHE WIDTH SPACING 24'-p" 6'-0" R srt BOLT FOR SOIL/CLAY CONSTRUCTION TYPE V-S TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 20'-0" 7'--0' FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE 16'-0" 7'-6" OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 14'-0" 8'-D" BASIC WIND SPEED Vm-120/145/166/175mph TIE-DOWN STRAP BOLTED THRU 12'-0" 9,.--6" EXPOSURE O/O FLOOR JOIST Ir 1/2"GRADE 5 (1)4x4 MP #2 ON 8'WIDE OR LESS. (1) 4x•i SYP 2 ON 8'WIDE OR LESS, ENCLOSURE ENCLOSED 2x4 SOLE PLATE (NATURALLY BOLT MINIMUM WITH WASHERS (2)2x6 OF! (1) 4x6 P.T. SYP$2 SKIDS (2)2x-3 OR (1) 46 P.T. SYP #2 SKIDS 1/2"x3" (4,000 LB.)CONCRETE DURABLE WOOD OR P.T.) (N.JT&BOLT OR LAG BOLT) ALL ELSE(CAN 13E SET ON GROUND). ALL ELSE(CAN BE SET ON GROUND). 10'-0" 10'-6" INTERNAL PRESSURE COEFFICIENT +/-0.18 WEDGE ANCHOR WITH 2'WASHER TIE-DOWN STRAP SECURED IMPORTANCE FACTOR 1.16 _ _ _ ____ 4" TIE-DOWN STRAP BOLTED TO TYPE WITH (8) IODx1.5'NAILS'-, 8'-p" 12'-O" ROOF DEAD LOAD tOPSF _ 3 AN`H 1/2'GRADE 5 ROOF LIVE LOAD 20PSF OR=1b POINT LOAD GRADE '_ ------ � BOLT 7111 UM WITH WASHERS \y\\M < 1/2">:3°(4,000 LB.) CONCRETE Ixx; 5/8"x 30'EARTH ANCHOR: ix,,T-- 6'-0" 12'-0" FLOOR DEAD LOAD IDPSE 4' CONCRETE WEDGE ANCHOR WITH U-CHANNEL t I AUGER STYLE FOR SOIL/CLAY,---, I, I (TYPE 3) < ° .• ° DRIVE STYLE FOR ROCK/CORM. e ° FLOOR LIVE LOAD BOPSF 7. . GRADE TABLE 1B - 140C "R'RATING OF WAILS, FLOOR, ROOF WA a"CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD. ANCHORING TO CONCRETE MODULES PER BUILDING 1 CONCRETE BLOCK OR PAD) SPACED SHED WIDTH MAXIMUM ANCHORSPACING HURRICANE PROTECTION USAGE NO AT 8'-0"MAX 2¢,-0 „ ¢,-0" HURRICANE SHELTER USAGE No SQUARE FOOTAGE 1 710 sG.Fr,OR Lt55 20'-0" 5'-0" REVISIONS REV DESCRIPTON DATE BY TIE-DOWN STRAP BOLTED THRU 16'-0" 5-6" 1 ADDED TYPE 28 EARTH ANCHOR,ADOED LAG BOLT OPT. 10/18/18 MIB 2x4 SOLE SLATE(NATURALLY _COR JOIST 1/2"GRADE 6- (1) •tz4 SYP �2 ON 8'WIDE OR LESS. 2 ADOID'L'BRACKET SETUP,ABS CAP NaIES 2/1O/18 MB 1/2'x5' (4,000 LB.) CONCRE"E (1) 4x4 SYP #2 ON 8' WIDE OR LESS. BOLT MINIMUM WITH WASHERS (2):'x6 OR (1) 4x6 P.T. SYP #2 SKIDS WEDGE ANCHOR WITH 2"WASHER DURABLE 4000 OR P.T.) (2)2x6 OF: (1) 4x6 P.T.SYP g2 SKIDS (NUT& BOLT OR 2}"LAG BOLT) ALL 1SE(CAN BE SET ON GROUND). 14'-0" 6'-0" 3 ADDED 3/18'GALVWW CABLE 8/18/16 MTB " ALL ELSE(CAN BE SET ON GROUND). 4 ADDED NOTE it ON STACKING BL.00K9 8J30/18 M173 T-+--^----••-- TIEGA�ANSTRAP RED STEEL 3CABLE 12'-0" 7'-6" GRADE 4a --a•----- ' '° - -` (SEE NOTES) 5/8" x 30'EARTH ANCHOR 00 °' ,a 1/2'x3' (4.000 LEL) CONCRETE FOR WITH 60 SOIL/CLAY, DRIVE STYLE I,,HOLE.AUGER STYLE T-- 10'-0" 8,-6•, Drawn By: TB L OPTIONAL REINFORCED WEDGE ANCHOR 2' i,x CONCRETE FOUNDATION WITH WASHER FOR ROCK/CORAL 8'-0" 12'-0" Date: •'T I ° 8/11/15 n.. . ° ° �II ale: I--B"-'T 4" CONCRETE OR OPTIONAL SUPPORT 6'-0AA 12'—p„ N/A 4'CONCRETE PAD (P.T. MOOD, CONCRETE BLOCK oriel OR PAD) FPACED AT 8'-0"MAX. TABLE 1 C-165D 175C LARK BUILDERS ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR 2"WIDE 11 GAGE STEEL '12 SPACING BRACKET TIE-DOWN STRAP BOLTED THRU FLOOR JOIST 1 (1)4x4 SYP #2 ON 8' WIDE OR LESS. (1) 4x4 SYP #2 ON 8' WIDE OR LESS. TIE-DOWN STRAP 24'-0" 3'-6- WITH 1/Y BOLTED 5 BOLT 1 (2) 2x6 OR (1)4x6 P.T. 1 #2 SKIDS TIE-DOWN STRAP BOL1TO (2)2x6 OF: (i) 4x6 P.-T SYP #2 SKIDS (SEE NOTES) (1) 4x4 SYP Q2 ON 8' WIDE OR LESS, MINIMUM WITH WASHERS ALL ELSE(CAN BE SEF ON GROUND). GROUND ANCHOR WITH 1/22 ALL ELSE(CAN BE SET ON GROUND). (2) ;!x6 OR (1) 4x6 P.T. SYP #2 SKIDS 20'-0" 4!-0"(NUT& BOLT OR 2j'LAG BOLT) GRADE 5 BOLT MINIMUM 4ATH ALL ELSE(CAN BE SET ON GROUND), WASHERS,ALSO CONI UOUS AND TIE-DOWN STRAP BOLTED TO ATTA,HED TO GROUND ANCHOR GROUND ANCHOR WITH 1/2" ON OPPOSTfE SIDE 5 BOLT MINIMUM WITH WASHER$ 1/2°x3" (4,000 LB.) CONCRETE I ,I 5,8°x30' EARTH ANCHOR: WEDGE ANCHOR WITH Z`WASHER, I.',I AUCER STYLE FOR SOIL/CLAY, i..`,I AUGER STYLE FOR OIILN/CLAY,- 14'-0" DRNE=STYLE FOR ROCK/CORAL DRIVE STYLE FOR ROCK/CORAL I' I FT 12'-0" 4"CONCRE" ••• • • • • • •• �r 4°CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD, 10'-0" 0.4 CONCRETE BLOCK OR PAD) SPACED " J • •• • • ••• • AT 8'-0"WX. 8'-0 10'-0" • • • TIE-DOWN DETAILS 6'-p" 12'--0" .. ... .. . . . .. LIE--DOWN NOTES: 1. ANCHOR SPACING IS DESIGttIttt���JEDDDDD•AS•PER ASCE-7. • • • 2. ALL MEASUREMENTS ARE CTO-CE". • • • • • • O 3. TIE-DOWN STRAPS TO BE• INIM 03%' GALJM%16 S•�EI� FEDERAL SPECIFICATIONS QQS-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). = 4/12/17 4. AH EARTH ANCHORS SIWLL HAILfIA I & 4A L.A. CAPAIITY• LR)• • U 5. EARTH ANCHORS LOCATRF EASH CORNER, MAKOMM 16'bPMM BUND (4 MINIMUM PER BUI-DING), AND SPACED AS PER AAN BLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, D 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. z 7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISEkNCE FROM ANCHOR TO EDGE OF CONCRETE). Q S. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 9. EARTH ANCHORS AND CONdR11r AINCHORS MRY4BEQAFD IN CONRUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 10. CONCRETE BLOCKS CAN BE 711OMILLY ;A-P: WI AP OVER CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICB1, OTICB2 OR EQUIVALENT) 0� 11. HOLLOW OR SOLID CONCRETF•BLO KS•(8•Dc8�Dc8dcc TM 8 STkc4 ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. W � Matthew T. Baldwin P.E. Florida License #64508 Sheet: AP-1 OF