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1600 Selva Marina Drive 15-SHED-860 (Metal Shed) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SHED PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SHED-860 Job Type: SHED PERMIT Description: 10 X 16 METAL SHED Estimated Value: $5,604.00 Issue Date: 4/22/2015 Expiration Date: 10/19/2015 PROPERTY ADDRESS: Address: 1600 SELVA MARINA DR RE Number: 169399-0000 PROPERTY OWNER: Name: ATLANTIC BEACH PARTNERS, LLC Address: 414 OLD HARD RD SUITE 502 PERMIT INFORMATION: FEES: PLAN CHECK FEES $39.01 UTIL REV RESIDENTIAL BLDG $25.00 BUILDING PERMIT FEE $78.02 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 Total Payments: $146.03 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES A contractor' s or specialty license is NOT r i.xed for sheds under 40 sq. t. This found in two Places in Florida Law. *Section 553 . 80 (1) (d) dealing with manufactured buildings And *Section 489 . 103 (21) which is an exemption from DBPR' s requirement for a contractor' s license . • Laxa Storage buildings and atosage shads bearing the insignia of approval of the department are act to x.553.842. Sucb buildings that do Sot subject not ei^ 400 Sq. ft. may be delive instal el d 1 t nea2a or a clwltxactorls or cyaity license assembly, or ti. everye-da D of lawn , storage bu_tldjmg5 and storage buildings otia of exceeding 400 s4 fi t. and bearing the imsign approvay from the Dapartm t: of community Affairs showing c%T-'- � L",e with the Floria dBuilding code. PUBLIC WORKS PLAN REVIEW COMMENTS/ Date: Application Permit N: Project Name/Address:/&0'9 r Check Box to Application Tracking Comments Select ORRECf10N ITEMS: CSMP Provide construction site management plan, including location of dumpster and portable toilet. Right. H f-Way Permit is required if using right-of-way for construction parking. DPLN rovide drainage plans showing site topography(Row arrows,etc.) ESCP Provide erosion and sediment control plans with installation details. IMPS rovide impervious surface calculations for entire lot(existing and post construction). ction 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if LRCS dding 41005F or more impervious surface. Provide Delta volume calculations and on-site retention ❑ equired per Section 24-66(b). (See attached information sheet.) MEET Recommend Owner/Contractor meet with Public Works Director to discuss proposed construction. [3all 247-5834 to make an appointment. REPM Revocable Encroachment Permit must be obtained. ❑ RMRO II runoff must remain on-site. Cannot raise lot elevation without measures to retain runoff. ❑ RWPM Rightof-Way Permit must be obtained for use ❑ TSUR rovide a pre-construction topographic survey prepared by a Florida LicensedI ssional Land urveyor,showing 1'contours. ❑NDITIONS OF APPROVAL TO PRINT ON PERMIT:11 concrete driveway aprons must be S"thick,4000 psi,with fibermesh fromf pavement to theDAPR roperty line. Reinforcing rods or mesh are not allowed in the rightof-way. ( ercial driveways— ❑"thick.) ull erosion control measures must be installed and approved prior to beginniearth disturbingECIN ctivities. Contact Public Works(247-5834)for Erosion and Sediment Control tion prior to start Ofconstruction. OSRO 11 runoff must remain on-site during construction. ❑PCTS on-site storage is required,a post construction topographic survey documenroper construction ❑ill be required.PLWP col—Wellpoint(if used)must discharge into vegetated area 10'minimum froet or drainage ❑ature(swale,structure or lagoon). A separate pool permit is required.ROFF o11 off container company must be on City approved list and container cannotced on City right- ❑fway. (Approved:Advanced Disposal, Realco Recycling, Republic Services,Shs and Waste Pro).RWRS Full rightof-way restoration, including sod,is required. ❑URCF ny utility cuts in the road must be repaired using COJ Standard Detail Case X ast be overlaid 10 ❑eatin each direction from the center of the cut. Repair must be shown on the BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road,Atlantic Beach,FL 32233 r FCOPY Office (904)247-58226��Fax(904)247-5845 Ti1'AA -92293 Job Address: �6o0 $FJ.1(A 1p�1 Del -ML oi�f�• Permit Number: I� S�_ts�—$r60 Legal Description Parcel# loot Area ot 6q.Ft. q.pt Valuation of Work$ �Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): GN Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s�((circle one): mercial Residential If an existing structure,is a fire spnnkler system installe a rr a one): Yes No (Qg7A) Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: O Y( eC -r[`IySQam�? i-a S Property Owner Information: Name:A- C1 CfdARR� C+�•1�$ Address: 1� SEWFk % k tPi aR City �M e-t� Sta LZio 2 77�*9Phone E-Mail or Fax#(Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS, Ol Company Name: Qualifying Agent: Address: City State Zip Office Phone Job Sit ontact Number Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address 4 Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be pe�ormed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void.t work is not commenced within six 5 months, or if construction or work is suspended or abandonedfor a period ofsu/6)months at any time ager work u commenced I understand that separate permits mast be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Panacea,Boilers,Healers, Tanks a.dAh,CoMitionen,ele. 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 WITTI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO'IJR NOTICE OF COMMENCEMENT. I hereby certify that/have read and examined this plication and know the same to be true and correct All provishons oflows and ordinances governing this type o work will be complied with whether speci ped herein or not The granting of a permit does not presume to give authority to violate or cancel the X ofany other federal,state,or local law regulating construction or the performance ofconsnuction. i Signature of Owner. " � Signature of Contractor Print Name -/� A- 7VC4 r Print Name Before me Before me 'his ( � ' Day of 20 1 S this _Day of 20 PIC, votary Public Mf Nota Public Np EE 188915 rYNbere,29uRevised 01.26.10 we�cummmen ^- :akRl'•I:i�M FIA Manulackred Building Rragtam ProilBus nes��. FILE COPY �B Nwh �9M essibnal tatainiew. Fb(da3M.0772 RegUI3tl(3t' PhOW 850487.1824. Fax.850A 4.11M Ken Lawson,Secretary- RickScoq,Govemor October 14, 2013 Alex Martens Superior Sheds,Inc. 2323 S.Volusia Ave Orange City, R 32763 RE: Manufacturer Certification,ID MFT-113; Expiration Date:October 14,2016 Dear Alex Martens It Is my pleasure to Inform you net Superior Sheds, Inc., located at 2323 S.Volusia Ave,Orange City,FL 32763, has been approved untler the Manufactured Buildings Program,as provided for under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds, Manufactured Buildings for installation in Floritla. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans In accordance with the current Florida Building Code. Your Third Party Agency Is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status.You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed,approved and indicated[on the cover page of the plans]for compliance with the Code by your Third Party Agency for pians review. Please ensure that your plans are in compliance and are properly posted on our website.All site-related installation Issues are subject to the local authority having Jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must gran(complete access to Your manufacturing fatlllty 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 SCIS(www.fioridahulldina oml for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850414-8436. Please visit our web fte at www apridabulldlna oro to see valuable information on the Floritla Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, �� ZY Robert Lorenzo Manufactured Buildings Program cc:National Design and Inspection, Inc. City of Atlantic Peach APPLICATION NUMBER ,I Building DepartmenR one assigned by the Buildin D a ent 300 Seminole Road REI CEI S S _ED eP / ) Atlantic Beach, Florida 322335445 �V Q Pnone(904)247,6826 rax L-0419,17 5A s APR 1 5 2015 E-ine 1. budding-depka,)Wab.us ate routed. Ciry wetrsite http//wwwuoabus BY: — — APPI CATH ON REVIEW AND TRAC WG FORM /4140 / `]hfee - Property Addrese: S1Y r71�t- De rtme- re view required Yes No /► Buildin Applicant: 4:. - -_._. annmg &Zonl I minis rator --'-i 6`st�Jt3r°t: ublic or (Y,/C blit Ul1I dp ya u Ic afety Fire Services Review fee $ 25- Dept Signature Y—k- _�------ -- - - Other Agency Review or Permit Required Review or Receipt Of Permit Verified By Date Florida Dept of Environmental Protection Florida Dept.of Transportafion - - ----- St.Johns River Water Management District Army Corps of Engineers _----- Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco - Other: APPLICATION STATUS Reviewing Department First Review: [I�Approved nDenied (Cindeone.) Comments: BUILDING PLANNING&ZONING /C_ Reviewed by: 4N !"!�^�Date: /F / I RE ADMIN - ---- ---- --_-_. _-_-_ Second Review: nApproved as revised. nDented. C WOR C mmenls: U UT Lill)r i _.._ P .7, —,AFE Reviewed by: Date: FIRE SERVICES Third Review: ngpproved as revised. nDenied Comments. Reviewed by: Date: NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. T Legal description of property being improved: 1 �oo SE(V�1 Akpr(ZiNA, DI2.lgE Address of property being improved: 16CO General description of improvements:_10 W)11 %E5P4N MU k)— TI7RACF inA 11- iv. a%4 Co ti f"�'� CL-N0. Owner tCXL-AN—xkt- CLJAIL Address If OZI UIN Owner's interest in site of the improvement l.LC Fee Simple Titleholder(if other th owner) Name R All n'F s � A n 1.11 41t Li� -2L4-SP.�7 AddressY'. Lyr, Contractor DAMS taetN6IAizek ( N6� � �7C 327 Address 2-C-0 V kKINI W 'PLO.�S �. <161 1 F 1110 NoL�AIC.L FLD 1 Phone ��lO"1� S3C{ ^ 3 Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ED '-T%K M E. N D AL MANsIkLig AddressD SE3�1Q Phone No. 4 ^2'LZ`Z, Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b), Florida Statutes. (Fill in at Owner's option). Name 'S-MT2 ' Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY /) NER Signed: ./7/� DATE _._._ _ Beforememis l day of an.e u.C— ...wgryMee Dac M 2(115063424,OR SK 17130 Page 1612, County Oyu M� EI. ha3 Personally appeared �.a Ad q& Number Pages i L J f— J �"e ^ _ q Ayy Raaorded"142015at03:44PM, hhh�hersefl and aMrmshat all statements and declarall ylplfi le, Ronnie Fussell CLERK CIRCUIT COURT DUVAL en true and accurate COUNTY RECORDING$10.00 =21MFi 76162 !oQ f�ui`�/1/?L /'L 1�/Y '9,➢`�yeeOyMstV�rAyD gti JJ Notary Publicat Large,State g( (County o! QNaa` Mycommieslon axplres: V , a un Penone Producedd Identification Known orr CI y of Atlantic rleach APPLICATION IVUMBER : e;uddmg Department lin ne ass;gn�by me Btdmin De a enq 000 SenmWo Road p rj ! Atlantic Beach, Florida 32233-5445 /�--5'/�E� Phone(904)241.5820 - Fnx(904)'J4I5e45 — ;�,�., E-mad. bmld T.g-dept(tacoab.us / Date muted: City web de hltVrrw✓wu'coati us APPI oCATON REVNEW AND TRACKONG FORM 13roperty Address: 16,4040 ----- _-_- �lY� �- i'�� De rtmenf review required Ye Mo Buildin -- Applicant: 110w`�'A � anning 8 Zonl ministration ublic Wor blit U I --- -- - Pu Ic Safety Fire Services - Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Pemlit Verified S Date Florida Dept.of Environmental Protection Florida Dept.of Transportation --- -- ----__ St.Johns River Water Managemerrt District --- '--- Army Caps of Engineers - ----'--- Division of Hotels and Restaurants - Division of Alcoholic Beverages and Tobacco Other: t-- ---__— Ap-L ATION STATUS Reviewing Department First Review: [ Approved. [Denied (Circle one.)BUILDIN /u Comments:orrunen(s: /(' Oc , PLANNING R ZONING i _ Reviewed by, r7l Date: TREE ADMIN Second Review: - --- '- �I Approved as revised. ❑De d. PUBLIC WORKS Comments: PUBI IC U T RITIFS I PURL IC SAFETY Reviewed by: ---- - Date. FIRE SERVICES "third Review: ngpprovetl as revised. [_,Denied. - Comments: Reviewed by: Date: >0s�a anzrno "-- city of Attlantic Dench APPLICAT�.,�d building Department (ro ne assigned ny II00 Seminole Roadj byAtlantic Beach, Flaida 322335495 / Phone(904)247.6626 - Fax(g(V)94b5B4S - _ E-mail. bwld,,,Tdept@).b.us / Date rou[etl: /p J Cary wetrsite htfp-//www cnab us APPIUCATUON REVOENn9ANO TRAC OMS FORM Property Address,: AI--.—. 1rpC_ r`77 r . De -Pm_en t review refired Yes No Build In Applwant: _ anning&Zom minis rater --- ' -- - PPgjrar't[ ublic We blit Ut1I _— u Ic afety Fire Services - -- - Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified B Date flolida Dep[. of Transportation -----__ St Johns River Water Management District ---- Army Corps of Engineers ------ Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco - Other: APPLICATION STATUS Reviewing Department First Review: Approved r� -� I� 'Denietl (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date TREE ADMIN Second Review: Approved as revised. []Denied. PUDLIC WORKS Comments PUBLIC UTILITIES PUBL IC SAFETY Reviewed by - - — - Date: FIRE SERVICFS Third Review nAPproved as revised. ❑Denied. Comments: Reviewed by: Date. ;vissd cnzrreo ..._—_.. City of Atlantic Beach APPLICATION NUMBER � Building Department RECEIVE IT.be assigned by the Buildin D 800 Seminole Road _ C q =pa�n�no _� -, Atlantic Beach, Florida 322335445 PR 1 5 2015 C(/ Phone(904)247.5826 - Eax(gn4)29'7 5845 / E-mail: building-dept@coab.us Date routed. /7 Cityweb-site: Ivtp//wwwooabus BY' APPLICATION REVIEW AND TRACK9NIG FORM Properly Address: /4011 E1�,e,�}?RQ,'�R, De artmen@ review re uired Yes No _- Builtlin Applicant: _ anning&Zonl minis rator ublic Wo (Y blit Uh I Pu -- is afety Fire Services Review fee $ _ _ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept.of Environmemal R'otecfion Florida Dept.of Transportation _ St.Johns River Water Manage nent District --- Army Corps of Engineers - Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC _ NSTATUS Reviewing Department First Review: pproved. (Circle one.) Comments: ❑Denied. I BUILDING PLANNING&ZONING Reviewed by: J �� L— Date: TREE ADMIN. --- -_ _ Second Review: QApproved as revised. cried. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: — - -- Date' FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied Comments: Reviewed by: Date: PVISbd rJ]/$]/ja MATCNLINE B' / ------- ---- / (r ----------------- .32 RI 0 MG , / PLAce sm cT /��_ /• �� / - -� 32-RI / solL / z0 Lc I n PM �}. / 3-Qv - 7 24-ZP) -� �_ X11 I / 3s' �1' EutI - // / 35 Z a \� _�'.�-}_ ice„ , ISP ` ✓', �I 3s E STUDic, % / / 2-5N.5 'gym 5g ZP r// LAND ARCHITECTURE / ��O�x 40-AA COMMUNITY PLANNING -WR �y 1 URBAN DESIGN - NOT IN CLU_BNOUSE BID—, 1�' as•mc. / /• �% / i 904 240 6219 5,300 SF'CELEBRATION' ��1. 904 241 5332 fax SCHEDULE, SEE IDL-I / �� ✓�O �Or // / SP BERMUDA 50D LAWN kellmore9comcastnet / ./ 7� 26-ZP a . 45-AC l2-72FLORID4 FR---G- NO^ GEORGIA6168 r / 44 Lv 5-UA / 19-PM— Q� Oj B5-TAI / / /'✓O Y 2s o� 2 _ 14-ZP / I6-SP � /, / %� r —2200 r BERMUDA SOD,N.I.C. C'0/, /' / O�/� \ '�� ' �,' 52 I-FS / I2-PM )I-PDM 16.Zm',24'CT $EQL L20 PTF I 200-AA �' K 120-2f- .0A 20 ZP 50 RE > / I-QV I-QV a I- l4-TA 6-� 75 TA 75-TA -PDM ��I IIS-MC \� aJA�; 4 7�t RE 2 FTF 210 sf-ZOYSIA.,Opp 60-LM / 20 AA �. 1 '4.�. I PDM• / l' \-�� I-BMS / 5-AC 46 F v ., .�,_ / / '`✓f 110-ZP �\ 315 TA 5-OJ I-OE .- --52-ZP �� / I r 20 T- U mil) / / a l/ / - 55-AC I "�"' ✓ 1 275-AA�,��'� -PDM 2'70 sf ZOYSIA 50D—� �'-1 OE sR l v // \ v� ✓A y I zors0 120 TA �` %3c00 F-301D // ✓ �. a k� AZT (/ ff -SR 50-AC A� 5-AC ��' ( �� / `l Z O /� 2T LIVE \ I- / LEBR DA I / \J / OAK I 'CELEBRATION' �I Z I SOD-ntl.c. 96-RI35-LC 30-RI 22-RI j � (� 2-LIN 42-AE 1 � Q I U QED o a 75-MC / r00/'� ' 2-LIM l PM 7�0� /� ✓" A J 52-ZP * AEI m �• U 00 a-I m W Z ua 3 r' Tz4 L MaLu B Q New Shed Locations � �� 24-AS y/ Q l� r50-LM O_ 2-PSv � A 22-R1 uM 60-TA / 1 8-aP IL 5-FM Q v i O / IH 25-RR I d' �%i 30-TA T 32 RI % U j/ 14 1 180-TA i� SHEET TITLE s s \t i CLUBHOUSE Ali�I, J 1 1 rL I z-uM 4a-ZP PLANTING 43 ZF- �— 4 _RI y_ 1 25-Lc / k✓'', O�\ ( i r/i/ r_ 1 - SOUTH ME 1 '' 185 TA J J L � I v / 225-MC �\ i' l I-UA 185-TA Z-LIM I_UA -LIM It I' 46 ZP \ i DATE ISSUED / \ SEPT.2,2014 f 2, 16 ZP I REVISIONS / 110-AA v A A �I�: I� �I�✓.AN I-QE - �� :vAAti. .Av. li I / mo-zP ,�1� 20' �' .STs Vvv ply, /� �.� �'l,i/ , ;i /•� 11--RI - / — // =I.' NORTH 150-ACEI; Il0-ACr / .T-530-TA, O! �� • • IIS-ZPRI � • / - _� �L.,fie. SHEET 85-AA I I Qv • 132-ZP-/ I-av , -� L—————— -——————— - 4050 ST.AUG-USTINE GRASS OF 2 I -I . I 1sinew'. 3-+3 (a�«F t� sijPti� Ri* 1"u x:'s n, t rotess10, 11 . ,Fk Rick Scott, ; , Alex Martens October 14, 2013 '— Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT-113; Expiration Date: October 14, 2016 Dear Alex Martens It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. VOlusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture 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 'F 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. j Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and arey ro erl website. All site-related installation issues are subject to the local authority g jurisdictihaving posted on our on. 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.floridabuildino oro) for online renewal. If you have questions You may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.floridabuild`nO oro to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for lo building permits. cal Sincerely, Robert Lorenzo ManufaUured Buildings Program cc:National Design and Inspection, Inc. MATCI-ILINE E --------- --- ---------_—— -- ---- "' ------- - - - - - - - - --- ---------------- -\ /y�/ I 32-RI 90 L FOR 9HaPING 20 LC 5-WREUTNENICS!� STUDIO I '� ✓� i%�� /'. 110-TA— �l r` -SP �" � / ' LAND ARCHITECTURE B xA, \' ;R ' 58-LV /i 2- M5 '?i 140-AA COMP' PLANNING �� URBAN5AN DESIGN 3-WR �^ /^ 'j 5-SP oz./✓ X/ 160-TA �. a \ e04 246 621'3 NOT CLUBHOUSE 8�� 5 ,✓ 5,80m 5F'CELEBRATION` ' p4 241 moreacomcastnet ✓ y/' I-SP BERMUDA SOD LAWN �. L / SCI4EDULC, SEE DL-1 �/ 26 ZP V n 4B-ZAPG N.I.C. / FLORIDA REG. N0.1160 �� GEORGIA REG.NO.668 / I 16-PMI / 44-Lv G, 85-TAS / oTr W J/ 5-UA 19-PM h 0- 14-ZP i i25 0 / T / O —T2100 i BERMUDA o/ 12 -PM 52-HS 52-LV SEAL 3-S= 2.',2 20- PL E 0 G /I i //�,SOIL FOR si-IaPiHG 12-PM 'O �I�/ / 200 AA T .O 120 Z 45 901E :1k�t .J> T- I-RE �J - �A , ;IQ A l5- A /�/ /��--jam` -PDM T 20 FTF\� 1-BMS I-RE 115-MC \`� ✓�Y -�4''�" / a i OI /. 20 AAA t // \ \„ y� 210 sf-ZO751A SOD 60-LM` /, CI-PDM HpDM V / \ I-BMS 55... J P 1-MB S .. I-SMS / 110-ZP 315 TA I-BMS / :Jn (Y U /v�= J i-QE 55 AC %%�> 20 FT' _1 ' 6>-OJ Ell Q u I�35-RZI i SR �. 210 sf-ZOYSIA SOD " I // 7 � f�300 F soD� T1 SR TA 50-AC \� 55-AC XSTG ,Ay // 3-5P r' Z BERMUDA .2\. 24"oAK CELEBRATION' c 15-P\M� LU\� "\- 96 30-RI 22-RI \ _ ISR \ a ` I42-AE 2 LIM Q u O W a �� '� V / � /// i�✓iii /x/ i /�� l-PM S �� 2-LIM / 52-ZP � QE:L I uA 8 Y / / z4w 1 MB Q @ Q .New Shed Locations �50-LM ,fir O J Q � 2-PSv ZP��; 22-RI 60-TA f p P2-RI —� ��,�� ^�. �. -LIM I QV ✓ SP% J I ✓ 180-TA 1-UA ✓ �Q V r i ✓il` 125 RR I L,cl��, ��i � I,t �� 58_� ✓ ri. �� ii I �� 18m-TA Vim" \\ �% SHEET TITLE w, 1 CL.IU5HOUSC itQvFLAN L TI NC- \ J \\\ v TL I 2-LIM-� 48 ZP 48 ZP � 45 RII \ 25-LC: �'Y // k . SOUTH IQ 185-TA� 2-/ 1_-UA � I-LIM DATE IS UED Il UA / 225-MC SEPT.2,2014 46-ZP REVISIONS 03 630-TA T6-ZP I-QE —. SCALE V 11 ',��✓ -QE / / i00--ZP1 •;;'�: .� v._t_t-_- -�-_ _-__-_-�-- -�� - •V SHEET r_ NORTH d58m-TA -QV • — 115-ZF I-OV _/ I-QV �.� i 132-ZP 15m-ACII; Il0-AG VA / 85-AA s • s 4y50 5T.AUGUSTINE GPA55 • �.� OF 2 Lip L———————— ——_——————————————————————— PSI APPROVAL 2014-04-24 SETUP AND INSTALLATION OF SINGLE WIDE SHED 01-Ot•2012 a- 1.BUILDING IS PLACED IN REQUESTED LOCATION ON SC14EDULE 40 PVCTO ALLOW FOR 02.29-2012 2'4-PLY SHEATHING W( MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC, 1"4-PLY SHEA1 HING WI 30#FELT 30!#FELT 2-ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE SHINGLE ORM TALROOFBUILDINGISBLQCKEDONTHENIGHSPOTANDLEVELED.7HEOTHERENDOF7H£BUILDIFIG PRE-FAB TRUSSES @ 16"O!C IS BROUGHT UP TO LEVEL AtlO BLOCKED,.THEN THE CENTER OF THE BUILDING IS BROUGI tr P E-FAS TRUSSES @ 16'01C 4"X 4"P.T.--- (TYP.)CONNECT.TO 4"X 4"P.T. UP TO LEVEL,BLOCKED AND SHIMMED, P. CONNECTED TO4"X,r BEAM 61-8 3.AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE.CORRECT ( } max- BEAM W1 HS-24 SIMPSON CLIPS SPACING. T.BEAM WI HS-24 SIMPSON 4,ANCHOR PLACEMENT 15 ESTABLISHED BY THE WIDTH OF THE BUILDING:HOLES ARE 4"X4"P.T.BEAM C tPS BLOCKING 4"X4 PT POST NOTCH DRILLED THROUGH THE 2'X4`BOTTOM PLATE WITH AkAUGERBIT AND THE EYEBoLris AROUND 2'X 6"FRAMING FASTENED INTO PLACE.THE HOLE IS DUG FORA 3W EARTH ANCHOR AND BACKFILLED,THE 4 X 4"P.T.BEAM&4"X 4" R EYEBOLT AND ANCHOR.ARE FASTENED WITH A j'X 2-BOLT AND NUT. 2"X 4"JACK STUD P T.POST CONNECTED WITH (sea ante 253,8 d} 5:1F THE UNIT IS TO,BE ATTACHED TO COyCRETE SCAB THE BUILDING IS SET ON THE INSIDE WALL FOR B 4Z SIMPSON POST CAPS CONCRETE SLAG AND SHIMMED UPTO LEVEL-A}'HOLE IS DRILLED WITH A HAMMER DRILL 4"X 4"BEAM 2 6'mtn�- IN70 CONCRETE SLAB 1 r OFF RIM JOIST.THE EYEBOLT IS FASTEN"THROUGH T HE BOTTOM ( EE POST CONNECTION 48.0.nta c 1 4"X 4"P.T.-- PLA AND{A)A-24 SIMPSON CLIP,IS PLACED OVER THE WEDGE ANCHOR.A}'X 2'BOLT E7AIL5} BEAM S. NUT IS THEN USED TO FASTEN THE EYEBOLT AND A-24 81MPSON CLIP. 6.IF NO FLOOR BUILDING IS USEDANCHOR WITH j'X 3'WEDGE ANCHOR CENTERED C4Z SIMPSON POST BEPWEENEVER WALL STUD. FRONT ELEVATION CAPS TO FASTEN GENERAL NOTES&SPECIFICATIONS FOR AUGER ACHORSta OPTIONAL PORCH 4"X4"P,T. 1.Building anchors shall be'mobilehome'type#30single eeye anch POST 4"X 4"P.T.BEAM TO manufactured by Home Pride of Bristol,VA:The average holding paver 4"X 4"POST NOTCH W 2"X 6"FLOOR BLOCKING SCALE:I'=L'0 4"X 4 POST Is not lgss than 4,900# AROUND 2"X6"FRAMING UN ER DECKING 2.Apenlet}agp4systemloground per local building caie.(hydealer)Locate anchors FASTEN W/(2)A 35 3.Anchors shall be placed through the bottom plate and floor system.: NOTCH 4"X.4"PJ, shed ct a' to SIMPSON CLIPS POST TabEe4 concretestr"ab9 Tablet Runner Spacing. (SEEBOTTOIAVIEW POST CONNECTION 13 9^ I nc 13'-8' 1'-10 ' 9 tt' ' UNDERPORCH} ISOMETRIC OPTIONAL PORCH FOR — COUNTRY INN M DEL SHEDS A-35 SIMPSON CLIP NOTCH 4"x 4"P.r. 2'X6"FLOOR IDIS tsatt F 3-s POST DECKINGValues from ena of}oistto center or(2}4 x 4 skids onty.l3'8 Inde sheds have(41 sets of skids:� �. SCALE:N.TS- Ta6le3 Support Fooling Pad SpacIngFos Sing leorpoubleWYxfeSheds LLJ Inag 4 Hari T;pp Agency Pian#SSI-2222 PSI R1,Construction Type V-B, Occupancy torage,Allowable floors 1,Wind Velocity 180 mph Exp C, 2'X 6"FLOOR Oascn a EndPaa a unrrer n enx a unn O Floor Lead Live-T5 psf,Floor Load Dead-8 psf,Roof Load Live 20 sf,Roof Load Dead 5 psf,"R"Rating of Floor-Wall-Roof 0,0,0 size L `1 £ ax Pad 0157 • sw1D d.5't 3 o'ta3•-0 5'8- Lor If 167x# Lor i' � p •-4' b it ori or - Z; ry BOTTOM VIEW POST 3-0' 24 or III I w z t CONNECTION UNDER POST CONNECTIQN Notes: of 0 � r +t� 1.Pads an Is end to center of d �' N PORCH RC[ f 2.Pads other than end pad sparing e t center to center Z rn DETAILS I LS 3•use maximum spacing for Interior runners. Z EXTERIOR STUDS 2"X 4" d Drmensians ,ax.toad` cataria 0 #12 @ 16"O/C SCALE;N.T.S.NT.S: SCALE:N.T.S. t x x 4 cor:crete oc ua ceerrenL sa mix C3 - nt -1&'x96' S ?astir a Load width on Warier `•Based an 2,000 PSF Soil Bearing Capacity(2,000 PSF Is W.) Notes: WOOD PANEL SIDING 1,Hallow or solid concrete blocks may be stacked on pads for high sets up to 48'with out Wnrordog. VINYL SIDING OPTION 2.ABSpad requiredr on of Augur Ty a txri rhos any FASTENERS FOR ATTACHING$1L71NG SHALL BE 'Table 4a Anchor Spacing ot:Augur7ypeAnchorsfxsingteWide Sheds EXTERIOR WALL STRUCTURAL BRACING ON-STAINING BOX,SIDING OR CASING NAILS. a u er i- SIDE WALLS&END WALLS ( ) Stze u E n AQc ax.ntenar a ti d cv e FOR 12.7mm THICK OR LESS USE 6d z rr 8 NAILS AND 8d NAILS FOR THICKER PANELS. 14 t to T-0 f BRACING MATERIAL aoo' t to s,O^ 1a• ; r SIMPLEX THERMO PLY(S1 ORMBRACE)FASTENED WITH PANEL SIDING APPLIED DIRECTLY TO STUDS, SPACED INACGORDANCEWiTHTHESPAPI. Table 4b AnctiorfngSpacngofAuger Type Anchor For t�oubtewideStieds $r M 0.120 X 1 J"COILED ROOF NAIL @ 3"ON CENTER(EDGES) RATING AND FASTENED WITH 6d GALVANIZED rze_ I _ E AAnchor•!ar ax.nienor ci "' �N AND 6"ON CENTER(FIEND) o '-0 f end S'-0• a R BOX NAILS OR EQUIVALENT;SPACED 6" 'Load width on runner 'Location orend auger or slab anchor Wa A BRACING INSTALLATION (304.8mm)ON CENTER AT INTERMEDIATE —Anchor spacing examples:3o'augerxkx2 expansionboits. STRUCTURAL SHEATHING.SHALL EXTEND CONTINUOUSLY FRO ANCHOR NOTES: STUDS,IS AN ALTERNATIVE TO THE WOOD 1-Anchor sparing is based on ASCE 7-10 for a categoryt:Enclosed Bong Expgs re'C TOP OF ROOF RIM MEMBER TO FLOOR JOIST RIM MEMBER WITH ALL STRUCTURAL PANEL SHEATHING 2.Attmeasurement nimatiove aricho center to onerofanchors. 3.The minimum riumbor of anchor Is(4).one roe each Comer of shed,for sheds less In"fit than the ma-timum. SHEATHING EDGES EXTENDING d"MINIMUM OVER 2"NOMINAL Ll JMBER OF CONSTRUCTION SPECIFIED IN THE CODE FOR 4.The minimum edge distance for expansion belts is 8 diameters of W for 2".expansion boils. THE SAME.SIZE AND GRADE AS EXTERIOR WALL FRAMING..BRACING SHALL WALL BRACING. S;Anchor.pce n be on side wallclose s ept posse when shed Is wals-place next to an existing rgbuilding,In vA-sctt cols anchors can be place an end Wali as close as possible to side wails- BE LOCATED AS CLOSE TO EACH.CORNER OF THE BUILDING AS OSSIBLE GIE R- RAI NOTES Mobile Home Door 1.Ali buildings from 0 sq.ft to 720 sq-fL are exemy[from wind-tome dab+fs standard per Florida Statutes. AND RUN THE ENTIRE LENGTH OF THE BUILDING. 2.All building from 0 sq.ft.to 400 sq,ft.for use with one and two(amity residences are exempt irurit door height 4"Al MINUM SIDING OR (optional) I Altements perFsc,. e- commercial buildings as well as restdenttal buildings 401 sq.ft or greater must comply whit the&'a'door VINYL 31DING OPTION helghtand the min.and...width requirements.. SHED SIDING OPTIONS 4-Ail buildings 400 sq.ft.or less with 72'door height are accessories to residential.structures, COMPOSITE CONCRETE BOARD S.This plan was designed per the FBC,FBCR and the ASCE 7-10 SCALE:N.S. 6.Fasteners for roof and walls shall be Scots oOTruGdp metal to wood fasteners and shalt U -'"FIBER FIBER CEMENT PANEL CAN BE INSTALLED ire 9-15x V or equal,wl t'(mtn:)thread penetration((typ,} DIRECTLY ON BRACER WOOD STUDS 7.Gutters to installed on site by others through local cedes, CONSTRUCTION SPADED AT A MAXIMUM OF 24" SHED DESIGN REOUtREMENTS FOR THE 2010 FLORIDA BUILDING CODE s O/C.CORROSION RESISTANT FASTENERS,SUCH 1 hereby certify that t have reviewed these pians along with all building materials and yr a 3'X S'M.gekCONNECTOR AS HOT DIPPED GALVANIZED NAILS ARE components used in the manufacturing of the shed.The materials and components rn N PLATES(BOTH SIDES) RECOMMENDED.FASTEN PANELS A MAXIMUM 6" either have a.Florida Product Approval as required by the Florida Building Commission w H O/C ON ALL PANELS HORIZONTAL AND VERTICAL Ru{e(gN-3)or were analyzed using the Veit Stress Design.All materials and . z'xd oarLsfRucnoN EDGES.POSITION FASTENERS AT INTERMEDIATE components comply with the 2010 Florida Building Cade,the Ftofirfe 4lanufartu(ed 8 g G.F.I.OUTLET FRAMING NO GREATER THAN 12"OIC.FASTEN AT Sutlding Act and,Rules,and the 2011 N.E.C.for a Category 1:Er,clo_^�ed Building,° Exposure"C",Wth a wirid velocity of 180 m.p.h.(3 second gust) °d> 4'ALUMINUM LAP SIDING ON N ALL.STUD LOCATIONS. , lnlormation Main Wiia ForFe Ttasfserrg Syst_ms :y Tol3uilrlDrr DESIGN CRITERIA 6 ror•, FRONT,&ALUMINUM DOOR SKIN BUILDINGTYPE ACCESSORY STRUC"rUREl7FSIGNPRESSt1RE p ,i ON BACK L 191 " ° "—kV-x.m,v BUILDING CATEGORY f FLOOR LIVE LOAD=75 PSF 442 /f j CODE REVIEW CONSTRUCT-.ON TYPE VB FLOOR DEAD LOAD=8 PSF R88 FF WOOD FRAME WIND Service Industries EXPOSURE C R88F LLtVE LOgp-2O P WIND VELOCITY 180M. F DEAD LOAD=5 PSP DOOR CONSTRUCTION G WIRING DIAGRAM. 1748 33rd Street MEAN HEIGHT 9,85 ft. INTERNAL PRESSURE COEFFICIENT+/-0.l. sheet 2 Orlando,Florida 32839 ff o SCALE:N-T.3 (OPTIONAL ELECTRIC} IRE R A IN #OF FLOORS i SCALE:N.T.S, Flan�evie�r..r.4Yittiam E.M1tearr,t[I IRERATING NIA ,f ALL WIRING SHALL BE MC CABLE ICC ar 9135040 ENCLOSURE CLASSIFICATION ENCLOSED /f �'" I l.4 GA.3 WIRE ENCASE IN ALL LA 4UC0408 + ! METAL BOXES. FL S3fiI-79,SIAP�t .. e�,tt J`fE, .P.E. P 4 AI6 �- �9 P PSI APPROVAL 2014-04-24 . P AND I, A T.A I .SING rIDESH D .... - �-- I—Vales 21"4-ply sheathing wl 30#felt 1,BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TOALL94V 01.01.2012 -- p -2g-2042 2'x 4'BRIDGING Q TOP OF .x::,,12 x4'cotter tie --- MOVEMENT TO PLUM OR SAUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. OS-0&2842 1'X 4'BRIDGING WALL NAILER(fYP.), I'X 4'TUFF TRIM FASCIA W10.024 2..ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND!S ESTABLISHED THE Miami Dade approved x.d'header ALUMINUM OR 28 GA.STEEL DRIP BUILDING.IS BLOCKED CIN THE HIGH SPOT AND LEVELED.MEOTHER END OF THE BUILDING_ 2'X 4'COLLAR TIE THREE-TAB SHINGLE OOF,PERMtA-TILE, L EDGE iS BROUGHT UP TO LEVEL AN D BLOCKED,THEN THE CENTER OF THE BUILDING 1S BROUGHT MASTER RIB(ADVANT GEJ,STEEL ROOFING, 'x 5'both std connector Arch UP TO LEVEL,BLOCKED AND SHIMMED, OR OLL FORM ALUMINUM ROOF. ?'x 4'suds plates both sides 3:AFTER THE BUILDING iS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT VX X 4"TUFF:TRIM FOF. W!0024 t6'01C 3"X 5"MiTek SPACING. PORCH(OPTIONAL) Connector tate 4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING.HOLES ARE ALUMINUM R 26 GA.STEEL DRIP p SEE PAGE 2 DRILLED THROUGH THE 2'X4'BOTTOM PLATE WITH A J'AUGER Biz AND THE EYEBOLT IS EDGE 2'X 4'btocktn FASTENED INTO PLACE_THE HOLE IS DUG FOR A 30'EARTH ANCHOR AND BACKFILLED.THE }'PLYBOARD 2"x 4"bridging @top of 3' verhan EYEBOLT AND ANCHOR ARE FASTENED WITH A 'X 2'BOLT AND NUL. SHEATHING wail nailer(typ.} g 5.IF THE UNIT]$TO BE ATTACHED TO CONCRETE SLAS THE BUILDINGSIS SET ON THE wl3011 FE i7 - (typ•}. CONCRETE SLAG AND SHIMMED UP TO LEVEL.A J"HOLE'IS DRILLED WITH A HAMMER DRILL see wall anchor 2'x 4'broom plate INTO CONCRETE SLAB 7�:OFF RiM JOIST,THE EYEBOLT IS FASTEN THROUGii THE BOTTOM details 2 t8g PlyWard " (typ) PLATE AND(A)A-24 SIMPSON CLIP IS PLACED OVER THE k WEDGE ANCHOR.A T'X 2'BOLT SEE WALL-NCH - 'x *frontfallc 2P x 4 stud AND NUT 1S THEN FASTEN THROUGH THE EYEBOLTAND A-24 SIMPSON CLIP. gB yg _.!___, r 4"x 4'ground xsntactp:l skids e.IF NO FLOOR BUILOING 13 USED ANCHOR WITH 'X37 WEDGE ANCHOR CENTERED �--varies see runner placement for details table 2-� Mobile Home Door BETWEEN EVER WALL STUD, ° (opliona7} END ELEVATION:FOUR SKIDS MODEL nut2* her iSE CFNFRAI NOTF;,R SPECIFICATIONS OR AilRFR 0.CNr7R5 cod Pia See vraif anchor detail for 1.Building an<(rors shalt ba'mohite home'type tJ30 single bel x eye anchor scale:}•?t' (•pry manufactured by Home Pride of Bristol,VA.The average hooding power For Information not shown sea end eleva5art w1 door 2'x 6'side rel LSTA-18 strap is sol lass than 4,900#: f� 2.Anchoring system to ground per local building codo.(by dealer}Loca`.eanagm eyeboitand anchor bolted per Table 4:. 1 ttogether w/}'x 2'foil8 nut an 3,Anchors shalt be placed through the boitom plate and floor system- _17XUAgE 2 FOR SIDING OPTIONS 8 T2* 'galvanized washers Table 1 Shed crete ring to2'X d'bLo•.ki _ ' concretestabTable 2 Runner Spacing InJorruutiott hed (2}2'x4"header and(2) 4•x4`sftid wl.Tn.BuildOn ISOMETRIC OF SHED x6'Pt•door ckv HS-24smpson rgedeyeboi! $. a i3'-8' - 9each side norrbadi1-' 240rrt '$CALEi N.T,S DOORS boaring when garage rade b _ . e 1,11,or III pad 1 16011 lLF I - ,CODE REVIEW (see general note 3 door;nslalled Values from end Of lolst to center of(2)4 x 4 skids only.IX-B"wide sheds have(4)sets of skids, 2'-X 4'WALL STUD 2,3,&4} Fable3 Support Feoting Pad Spacing For Single or Doubts Wale Sheds. Professional Service Industries > 1748 33rd Street HURRICANE ANCHORS(iYP.) �.. 30'auger anchor rt - - 4,71 vanes double arches for garage 24TM- Q3 - e e - a ! e unser n or i e urner Orlando,Florida 32839 SIMPSON.LSTA-18.WAO-100 NAILS max, door •� End Pad - � Plat R=_viewe[William E.Near•,III Size 'P ax,. Pad f --"'-' min, > �• S !UW 4.15.1332 0 to 3'-0 - - � 8 I it or it W ICC r!5135040 garage door size o 2'X-0'807TO;iPIATE (opborr) f 0 to 0 4' 2558.x or t t or7t LA#U60406 '�•T&G PLYBOARD " 0 to 3-0'. 4 .or or FL Sttid9,SMP-51 max. - .Ort f or I 2 2'X W SIDE RAIL see wait anchor dtir - 2- V-0" r1 huiRh 6'6' r-W 1. as: details t.Pad spacing is end to center of pad 7- WALL w r-o' WALL ANC OR DETAIL _ > uy 2_Padsather than end pad spacing is center to (yp.} TYPICAL WALL SECTION 3,Use same maximum spacing for Interior runners_ !2 40'MAX.LENGTH �� SCALE: .T.S, scale:2'-1' T Pad imenslons ax. oad' atena T r 2'x6'p.Lftaming( } END ELEVATION W1 DOOR Z z x 3 concrete oc quality cement sand ma connections at2-x 'p.LtToorfoistsand TWO SKID MODEL fit 4 sox 111 5 ABSplastica s 4'x 4'p.L runner,co anected wrHS24 scare:}'=1' Load vridt(x on.runner Simpson cfips(typ.) ••Based on 2,000 PSF Solt Bearing Capacity(2;000 PSF is w 4'x4'RUNNERS OUTSIDE WIDTHS. Asphalt Shingles W1 Dade County Notes: r n (2l extra runners fired on 6',8',10';11'4%or 43`-0' 1,Hollow or solid concrete blocks may txr stacked on pads for htgie sets up ro 48'w fi cut reinfor ang_ u, Approval Fasten per MFC.specs. 2.ABs pad required- 13'-8'.vride-sheds. ontt'-8'&t3'-8'vridabuitdngsoni}r F_ m Or perma-til@ or advantage Steel Table 4a Anchor Spacing of Augur Type Anchors For Single Wide Sheds Xw _ _ _ - 2'e i*fnefequlr for sheds r - ; ndAnc30*hor" ax:ntanor ace - coo. Xt j - - - - - over-f6"inlength - panels or roll rOtftt atUfTifnllm - Shed ze L r m _ y OPTIONAL 125 PS FLOOR LOAD o$ v's n ut --. 1 pa 4"x 4"header _.. 1 'afe joists a ived Z tongue a - V-01 to ' 16 Q'm groove ply-board wt dditionai 4'x 4' Fasten wf(2)TP-35 .D'1 174 V-0't -0' 1 i f0tycenlerrunner. Simpson clipand 8#9 1 8! g Table 4b Anchoring Spa no of Au arT Anchor For Double Vriide Sheds r 'T&G plyboard 3"x 5"MiTek connector plates nailsR(KyeAugerAnchor z'x4-bottom plate(typ) both sides 10r@quiredALTERNATE HEADER CONNECTiON s size r d tor•• ax senor an all around - scale:2'=1' Load width on runner 1". Location of end auger or slab anchor �C m z X 12"Eyebolt fasten to ra o FLOOR FRAMING PLAN 1" 2"X2"S flare GaIY.steel ANCHOR NOTE'tschorspacmg examples 30'Aug-.ror} x 3'expansfon boft SCALE:}'=Y A-24 Simpson clip wl z 3" q f_Anchor spacing is based on ASCE 7-10 for a Calgwy t:Enctased Building,Expasute`C': WINDOW 8 DOOR HEADER bolt nut 8{2}2'flat washer 8� "flUt 2_Ail measurement above are 4enier t center at anchors, f 6' 4"X 4'w12 TP-35.Sim son CG - 3.The minimum number of anchor is(�')_One Q each comer of shed for sheds less In tenght than the maximum. P p washers 4.The minimum edge distance for expansion bolts is 8 diameters or 5'for}•expansion belt tYP. 2'X 4'under 4'x4'header SINGLE WIDE ARCH 5.Anctars shaft be onside walls except when shed is place next to an existing building.in which rasa anchors uj W 2-X 4-BRI DGING Q TOP OF V ALL can be place on end wall as close as possible to side walls. scale: ^=1' A-24 Simpson C6p _ ••• NAILER TYP. GENERAL NOTES: ( l ( x 3 uplift)w/(tl 7..All buildings from 0 sq.ft.to 720 sq.ft.aro exempt from wind-bomedeixrs impact standard per Florida statutes t"X 4'BRAC NG Y2 2'X 4'P,T.FRAME(rYP_} Concrete Slab by others 'x 3 4Yedge Anchor 2,Alt buitdings from 0 sq.fl to 400 sq.ft.for use Milt one and two fainly residences are exempt ban door height Local Code& urisdiction requirements ppeerr Fee, �C 16'TO 24' 1 3.All commetctal 6uLldings as well as residential buitdtn s 401 sq.TL or neater must rzvrr 422 X12}'ROUGH OPENING - 9. g piywiththe:5-8'daa - E apply-""-�� height and the min.and max,width requirements,. c o REMOVE 12 'OF P.T.BOTTOM 'S : 4.All buildings 4DO sq,IL or less with 72'door height are accessories to residential structures; 4"Mli�.' m z� 3 5,TMs plan was designed per the FBG,F8CR and ASCE 7-10 to 2'X 4'BOTTOM PLATE PLATE S.Fasteners for roof and waits shalt be Scotse_TruGdp metal to wood fasteners and shall be 9-45 X For equal, i' BOTTOM PLATE SHED W/SKID ATTACHED ANCHORED with V(MIN.)thread penettatwn(TYP) ts l 7,Gutters to Installed on site by others through local codes, c EEVIALLANCHOR ('PLYBORRD TO CONCRETE _ [-3--(0 mi DETAILS 2'XB'SIDEf?PIL scale;2'=1' SHED DESIGN REQUIREMENTS FOR THE =s ' rte` s o max, 2010 FLORIDA BUILDING CODE �w 12"HYDROVENT DETAILS 2-X2•SQUAR Ei �w i E} p/ i SIDE ELEVATION WiTH DOORS&WINDOW SCALE:1•=r thereby certify that I have reviewed these pians along With all building materials and si C„a t6' SCALE:} =1' 2'X 4'60770•.7 4YASHER&'NUT .,_ ;_ components used in the manufacturing of the sheds.The materats and components LL typ PLATE w _ either have a Florida Product Approval as required by the Florida Building Commission c 2'X4'BRIDGING�TO OF WALL. - - -- o�B NAILER(TYP.} PLYBOARD Rule(9N-3)or were analyzed using the Yuh Stress Design Ail rnatenala a1 m u}o t'x 4 BRACING tilt > components comply with the 2010 Florida Building CothWi e Florida rtufactured �y de; o THREADED ROD FOR LEVEL Building Apt and Rules,and the 2011 N.E.C.for a Category 1:Enclosed Building, ed OR HiGH SETS IF NECESSARY tlairl Wind roroa yr o Exposure"C",with a wind velocity of 180 m.p.h.(3 Second grist)' •y ,a 2'X 4'BOTTOM PLATE 2'X 6'SIDE RAIL + at Q C141'X 4•WIND BRACE(typ. at f g'COUPLING IF NECESSARY DESIGN'PRESSURE OUR CORNERS 11'-8'O DESIGN CRITERIA FLOOR LIVE LOAD 75 PSF GREATER ANCHOR STRAP 'X12'FORGED EYEaOLT SINGLE HELIX or RPACNGANCHOR BUILDING 1 ROOLIVE OLOAD D 20P9F SEE TABLE 4a .4b FOR SPACINGSS sheet 1 DETAILS FORGEOEYEBOLT&HURRLCANE SCALE:N.7.S. UILDINGTYPE ACCESSORY STRUCTURE ROOF DEAD LOAD-6PSF EE WALLANCHORCHOR FASTEN TOGETHER WI(2)2 CONSTRUCTION TYPE. VB INTERNAL PRESSURE COEFFICICNT=rl-0;?g of t SCALE:N.T.S.PfTS SEE SIDE ELEVATION WITH DOORS&WINDOW DETAILS SQUARE WASHERS,P BOLT R NUT EXPOSURE CC FOR INFOMATiON NOT SHO4VN WEND VELOCITY 79, 5ft.H.. �2F ELEVATION 0'HURRICANE ANCHOR ALLOWABLE HEIGHT 9,85 ft . ALLOVdABLE#OF FLOORS 1 . RESCAUF-j=1' Agency tan#SSI-2222 PSI R1,Construction Type V-B, Occupancy Storage,Allowable floors 1,Wind Velocity 180 mph Exp C, ENCLOSUIRECIASSIFICATION ENCLOSED NfAFraot a r.F:€: s Floor Lo id Live-75 psf,Floor Load Dead-8 psf,Roof Load Live 20 psf,Roof toad Dead 5 psf,"R"Rating of Floor-Wall-Roof 0,0,0 i MATGHLINE-'B/ ........._ �— ---- ® ------- -dL -- T_ --I------- -- (� 32-RI / 32-RI : COPY PLAcE—C� FILE / 901E FOR SHAPING I r, 2R-"��. A -LC I30-AA _Q000 20 LC / 24-ZP� I-NRS t'— 1'I I'I 3-QV STUDIO `� 1 5-WR 35-ZP �� _ �� EUTI�_N�CS / I 135-EG� 36 R I10-TA 1-SP ' LAND ARCHITECTURE / / Q 50-LV COMMUNITY PLANNING MS 2-B18-ZP 140-AA / / / o\• URBAN DESIGN -WR ]I Qi 904 246 6219 as'a.c. \ 5¢00 SF'CELEBRATION' fax ' 904 4 NOT 21 8382 CLUBHOUSE BSD �� Vi I-SP - BERMUDA SOD LAWN �� ' kellmoreecomcaetnei SCHEDULE, SEE DL-1 / / 26-zP • 45-AC N.I.C. / 12-ZP/ FLORIDA REG. NO.1160 GEORGIA REG.NO.668 / / / •I 44-Lv 1 Q 85-TA 5-UA / 19-PM- Q 14-ZP . 0L � Y / / / 2,200 9f BEPo"IUDA �/� SOD,N.LC. �/ '� 12-PM -PDM U qq I-FS 20-FTP 1 G� 52-1-15 52-LV SEAL 3-SP 2p�� J 20-FTF 120-ZP C / .✓ / �� soil rorz sHAPINs / �Z �4-TA 1 Qv 6 _ PDM 1-PDM 15-TA 15-TA � 20-FTF � •�� I-BMs 1-RE 210 1-ZOYSIA SOD 60-LM I-PDM I-PDM / I- S 55-1 1-SMB / 1-� 1-BMS Z� 110-ZP QE %t\ 52-ZP I QE B 315 TA 1 MS / �- 1_20 F7 i U \� 1- ..may �65 OJ 15-LM �ggy/ -PDM ,� I W Q 270 9f-ZOYSIA SOD I OE \� / (f) Q zOY51� "a _�, 11 i z Lj 300 sf-SOD / 300-TA VA /)r 120-TA 50-AC A 55-AC I-SIR %� `� LL Ib',am;SP CT / BERMUDA I OAK \ /_. 15 F'M T Lu Q- q _ 'CELEBRATION' / � V -� ;�� r- —II- � Z � U !l- / �R \_,�.; 96-RI / �� 30 RI _ R1 42-AE i U lu � 35-LC 2-LM ,� � �I-G1E . i �-/ O Q 4 QPM � lu 2-LIM52-zFF V� 40- U V I aE E 1 Lu H I-UA A �` 24,LV LH Z New Shed Locations 5024-AS-LM - ,% ' J Q _ � 1- ro�6 2-Psv = I_Qc 22-4i�d — _ 2-RI 22-R1 I-LIM 60-TA _-_ �� 1� �� \ 5-PM � w ---� 32 RI 25_ 180-TA I-uA FRR 58-RR 150-TA \ I 1 SHEET TITLE I-Qv � �� i i CLUBHOUSE �\ ,I Ov � \ PLANTINC3 J � � ITL � 2-LIM 48-ZP T 48-ZP �� 45-RI rr rr ..��- i � r i SOUTH ��, �� I-LIM DATE UED 1 � 185-TA 7AJ I85 TA 2-LIM I-UA / 225-MC \\ `� SEPT.2,2014 / / 1 46-ZP 1 REVISIONS 630-TA I QE lb-ZP \ 11 -AA \\ \ SCALE QE 100 do" ti A 115-RI • � � SHEET / `�. `�-`G,3, tom- �� AVAV /',� / A i 5 zP � � • - 580 -TA, I_ 150-AC I70-AC \� / /�///�i// 85-AA �_ -• • • 4050 5T.AUGUSTINE GR455 • I_ ® OF 21 L-----------_____------------ l� FLA i. ��#i"rt urineDros R ! f'Y SSj re Ken Lavinon,SeGle cif n' Rick�coi, o°` mor Alex Martens October 14, 2013 Superior Sheds, Inc. 2323 S. VOlusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT-113; Expiration Date: October 14, 2016 Dear Alex Martens It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S.Volusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture 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 be met t must o maintain approved PP status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site-related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date.You will receive a renewal notice by Email generated by the BCIS (www.floridabuildinO ora) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.flcridabuildino oro to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc:National Design and Inspection, Inc. MATG-ALINE B' / 32 RI PLACE`x0 GT ^ ? / / 20-LC 3-Qv _ 24-ZP I I-NRS `�= �..� 5-WR EUTHENICS rn \ 3m' STUDIO 35-ZP I 110-TA- �'' � fir. / LAND ARCHITECTURE °�A - 58-LV / " I8-ZP 140 AA COMMUNITY PLANNING- \ / z ans �� \'. � URBAN DESIGN / i, 3-WR vJ:� T Q _ \ , 5_SP ✓X� /'� �60-TA C.. e\ 'S{ 904 246 6219 NO N CLU�I�OUSE JID / p5 oc. 6 X800 SF'GELEBRATION' 904 241 8382 fax r T // �� ` .-� 1-SP BERI-IL'DA SOD LAIU�I kellmoreecomca5tn t SCHEDULE, SEE DL-I / 26 ZP 45-AG N.I.G. 1 �/ / / n�� \�„✓ 72-ZP FLORIDA REG NO.II60 GEORGIA REG.NO.668 If 16-PMS 44-Lv OA 65-TA' 5-UA I5—PM— Qj 14-ZP 16 / /��y�r 35'O.C. /�� ✓ t / �/ �!/ e I \ �� \ �I —2,200 sr BEp'IUDACJ� 52-Lvi SOD .I.G.,N <�n I I2-PM I PDM j�p 20-FTF /I 3-5P �1'.dSx a 52-Lv SEAL 20'.34' 4, , 0-FTF \PLACE 60OY�301LFOR 3HAPiN2 -FM AA200-Aa 0 2m-zP �a5 OY O;�j'� �-✓SNAP � I_REl4- ~ QV I-av 6 3f t' I-PDM-j 15-TA 15 TA \ `� -PDM \ RE 6 20-F1 1 115-MC ri ----1 �* ;/ n %A, 20 210 sF-ZO751A 5OD�J�6O-LM 1-5M5 V 55 I-QE 1 I-BM5 110-ZP Z J i-QE /_ 1-B 2 �55-AC 15-I M < / 1 20-FTr I� J q65-OJ / v I QE v i i-Ma 210 sf-ZOY51A 5OD ` \\ "� \ y- ///300-'T:' r �/ / ZOYSIA } / -SOD u, /F 300 1TA6RA:A yy / , 120-TA 50-AC �( ��,,_�55-AG MT / f\ / 21 LOAK vE�i,,-�. \,l l�( r Iv,70',24 / BERMUDA / T� /�1 �`r'e, K i •CELEBRATION• '�/ \ / \A IS- ' �;� - )u Q U / SOD-N.I.C. Ii� ! \\\� l \i �'�`"� Cn = r i / 96-RI \ 35-LC 30 RI 22-RI !J, 42-AE l� 2 url y �� I QE Q Q fLLI Il iA / 2-uM ., \� 52-ZP /Av,� 40�: m (,) d \ ua 94 L i Ma O Q / S i 24-A6 ,� 1 �� New Shed Locations 50-LM /50 Q ,x � 3 W-�I �.;�� 2-PSv 22 v \ I-LIM I III h ��'�� --��-- �' � f ✓ / i 7, M 8-SP 5 �� 2v o.c. I� ,�!� - i./ % I ( ! II X //iI 32 RI 25-RR XV/ ' � i�f 180-TA` i-UA ~i 58-RR 180-TA i ii II I T— A SHEET TITLE 1 Qv AV! I-Qv PLANTING v I TL I 2-LIMA 48 ZP 45 RI n G / 171 ., ' c - / /// r i s SOUTH I UA -LIM / 185-TA i UA 185-TA 2-LIM DATE ISSUED 225-MC ' SEPT.2,2014 / 46-ZP 630-TA / I-QE \\ r� I 76 ZP / \ f / 11m AA SCALE I _ 20 mm-zP K ,/�� A �: _�: AV A _ �� - _ - -- _- - - =s --� A• --__ -�� -� -_---- - NORTH -ZP 115-RI 1 g `� SHEET ® w__- � v � v.�• � :�', � �� / E :. 580-TA1 I-Qv �_.- • � �AG r, Il0 AG V\�� as _ I ♦ 4650 ST.AUGOF USTINE GRASS _ _— e _ _ L .I I L-----_____________________________ PSI APPROVAL 2014-04-24 SETUP AND INSTALLATION OF SINGLE WIDE SHED 41-01•2012 1.BUILDING IS PLACED W REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 02-29-2012 '4-PLY SHEATHING W( MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC, 1"4-PLY SHEATHING W 300 FELT O30#FELT 2.ONCE UNiT IS SQUAREAND THE HIGH SPOTOF THE GROUND 1SESTABLISHEDTHE BUILDINGIS BLOCKED ONTHE HIGH SPOTAND LEVELF-DTHE OTBER ENE)OF THE BUILDING SHINGLE ORMETAL ROOF PRE-FAB TRUSSES @ 16"OiC IS BROUGHT UP TO LEVELANO BLOCKED,.THEN THE CENTER OF THE BUILDINGIS BROUGHT PRE-FAB RU55ES @ 16"OIC 4 X 4"P:r. TYP. CONNECT TO 4"X 4"F.T. UP TO LEVEL,BLOCKEDAND SHIMMED. 61W ( 3.AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACW EVE THE CORRECT (TYP,)CONNECTED TO 4"X 4" BEAM max. BEAM WI HS-24 SIMPSON CLIPS SPACING. T.BEAM WiHS-24SIMPSON 2,X4. 4.ANCHORPLAcgi.IENTISESTABLISHED BYTHE WIDTH OFTHE,BUILDING.HOLES ARE G 4"X4"P:T.POST NOTCH WILLED THROUGH THE 2"X4'BOTTOM PLATE W'ITH.AI-AUGER BIT AND THE EYEBOLT IS 4"X4"P.T.BEAM CLIPS BLOCKIN . AROUND 2"X 6"FRAMING FASTENED INTO PLACE.THE HOLE IS DUG.FOR A 3W EARTH ANCHOR AND BACKFILLED,THE 4"X 4"Pj.BEAM&4"X 4q EYEBOLT AND ANCHOR ARE FASTENED WITH A}"X 2-BOLT AND NUT. P.T.POS CONNECTED WITH (sea ao�te 2s3,d 4 2"X$"JACK STUD ) 5.IF THE UNIT IS TO BE ATTACHED TO CONCRETE SLAB THE BUILDING Is SET ON THE INSIDE WALL FOR BC4ZSI SON POST CAPS coNCRETESLABANDSHIMh1EDUPTOLEYEI-A}'KOLEISDRILLEowfTTiAHAAAMERDRtLL 4"X 4`BEAM Is 2-0'min INTO CONCRETE SLAB 1)'OFF RIM JOIST,THE EYEBOLT IS FASTEN THROUGH BOTTOM (SEE POST ONN£CTION 48,4+maXj 4"X 4"P,T. PLATE AND(A)A-24 SIMPSON CLIP.IS PLACED OVER THE WEDGE ANCHOR.A 'X 2'BOLT DETAILS) BEAM AND NUT Is THEN USED TO FASTEN THE EYEBOLT AND A-24 SIMPSON CLIP. 6.iF NO FLOOR BUILDING IS USED ANCHOR WITH}'X 37 WEDGEANCHOR,CENTERED FRONT ELEVATION C4Z SIMPSON POST BernEENFVEtiW.ALLSTUD. GENERAL NOTES a SPECIFICATIONS FOR AUGER ACHORS 4"X 4"P.T.— CAPS TO FASTEN A.Building anchors shalt,be'mobile home'type#30 single erlx eye anchor OPTIONAL PORCH POST 4"X 4"P.T.BEAM TO manufactured by Home Pd&of Bristol,VA:The average holding power 2"X 6"FLO R BLOCKING SCALE: V-W 4"X.4"POST is not l,ss than 4,9M. 4"X 4"POST NOTCH IN AROUND 2"X 6"FRAMING UNDER DECKING @ 12"OIC Z.Anrccl}a�t4systemlgground per local building caie.{trydeaterjLowieanchors 3.Anchors shalt be placed,through the bottom plate and floor system., FASTEN W1(2)A-35 NOTCH 4"X4"P.T, Table i s con ce(es°i 6 to SIMPSON CLIPS PAST Tabte2 RunnrSpadtg. (SEE BOTTOM VIEW POST CONNECTION '__ , nc cut ) ISQMETRiC OPTIONAL P RICH FOR is's' r 13'a 9-to s tr UNDERPORCH R-35 SI ON CLIP NOTCH 4"X 4"P.T. is z4 tti s 1 1 _ COUNTRY INN MODEL REDS z'x s"FLaaR Jots tt tt POST DECKING Values from end of}otst to center of{2}4 x 4 skids only.l3'-8 Inde sheds have{4}sets of skids. J, SCALE-N.T.S. Table Support Factingpad spacing For Single rXDoubleWideSheds. Agency Plan#SSI-2222 PSI R1,Construction Type V-B, Occupancy Storage,Allowable floors 1,Wind Velocity 18(1 mph Exp C, 2'X 6"FLOOR Desch a End Pad a,unreer Manor` a unnz Floor Load Live-75 psf,Floor Load Dead-8 psf,Roof Load Live 20 psf,Roo Load Dead 5 psf,"R"Rating of Floor-Wali-Roof €1,0,0 OIST s a s fo 4.5•1 3 o'ta3 4 axs°B s for is ts711 d l �, •.4• -fit ort w - 2 or i « Z BOTTOM VIEW POST ;. to 5,-J- ar . 1 or rV Na CONNECTION UNDER POST CONNECTION tes: 1,pad spacing is acid to center of pad fn 2.Pads other than end padspacingls certterto center h tp PORCH DETAILS 3,Use same maximum spacing for interidntnners. EXTERIOR STUDS 2"X 4" SCALE;N.T.S. d imeosians ,ax.Load` iateria E 16"OIC' SCALE:N.T.S.NTSt x x 1 wRF.Ie oc ua ccn sa mN O @ IU •18'x96', S last), a Load width an runner •`Based on 2,004 PSFSoil Bearing Capacily(2,000 PSFIs typ.) Notes: WOOD PANEL SIDING 1,Hollow or solid concrete blocks may be stacked on pads for high sets up to 48'with out WntordrIT 2.ABS pad required on 19-8`&13'-8'wide buildings only VINYL SIDING OPTION FASTENERS FOR ATTACHING SIDING SHALL BE Table4a Anchor Spacing of Augur Type Anchors For SingleWideSheds UV EXTERIOR WALL STRUCTURAL BRACING PjKw ON-STAINING BOX,SIDING OR CASING NAILS. ; e ver h Stu i P n Art X.rile ar a CI o SIDE WALLS&END WALLS FOR PANELS "(12,7mm)THICK OR LESS USE 6d 4; 48 -0' ti' A I fBRACING MATERIAL NAILS AND Sd NAILS FOR THICKER PANELS.PANEL SIDING APPLIED DIRECTLY TO STUDS, ` o Tabte46 Anchoring SpacrgotAugerType AFor pouweWide _steds -PLY(STORMBRAC )FASTENEDWITH T` QSiMPLEXTHERMO SPACbACR ! V � 120"X 1 "COILED ROOF NAiL@ 3"ON CENTER(EDGES) RATING AND FASTENED WITH 6d GALVANIZED sae rIU i 0 End A ax..ntenar a -' N O " cq AND 6"ON CENTER(FIELD) BOX NAILS OR EQUIVALENT,SPACED 6 'Load width on runner -Location at auger or slab anchor ren E INTERMEDIATE "'Anchor spacing examples:30•auger or�'x2!expansion bolts. O CENTER AT N 30 :8mm N O $ I' BRACING INSTALLATION ( 7 ANCHOR NOTES STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM STUDS,IS AN ALTERNATIVE TO THE WOOD 1.Anchor spacing is based on ASCE 7-10 far a category is Enclosed Bu'Tding Expowre'C TOP OF ROOF RIM MEMBER TO FLOOR JOIST RIM MEMBER WITH ALL STRUCTURAL PANEL SHEATHING 2.Alt meaSorement a(ioVe era center tocenlerofanrimrs. BER 3.The minimum number of anchor is(4).One @ each comer of sited;ror sheds less In fenght than the maximum. SHEATHING EDGE5 EXTENDING 4 MINIMUM OVER 2"NOMINAL LUM F CONSTRUCTION SPECIFIED!N THE CODE FOR: 4.The minimum edge side wall for expansion bolts is 8 diameters of s'for�expanslonsd s. THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.BARGING SH LL WALL BRACING. 5,Anchor shall be on stria wafts except when shed tsptace next to an exts ng tsu t?ng.in which case anchors can be lace on end wail as close as possible to side wales. QE LOCATED AS CLOSE TO EACH CORNER OF THE BUILDING AS POSSfB E rrPFRAI NOTES - 13E RUN THE ENTIRE LENGTH OF THE BUILDING. Mobile Home Door 1.AIibuildingsom 0sg..tto720sq,Itareexamytfrom wind•some-datxtsstandard per FlwfrStatutes. . (optional) ?.All building from 0 sq.ft.to 400 sq•ft.td use wiUt one and two family residences are exempt from dad tsexdh€ 4"ALUMINUM IDING OR requirements pe buil 3.All commercial bund rigs as well as residential buildings 40f sq.R d greatermust comptywRh tha88'door VINYL SIDING PTIONhetght and the min.and max.width(egelrements. SHED SIDING OPTIONS 4.All buildings 400 sq.fl or less with 72'door height are accessories to residentiai str uctums. COMPOSITE CONCRETE BOARD 5.This plan was designed per the FBC,FBCR and the ASCE 7-10 SCALE:N.T.S. _ 6.Fasteners for roof and walls shalt be Scots aOTruGrfp metal to wood fasteners acid shall s"FIBER CEMENT PANEL CAN BE INSTALLED be 9.15x Vat equal,wf t'(min.)thread penetratlon ityp.) �o DIRECTLY ON BRACED WOOD STUDS 7.Gutters to installed on site by others through local codes, g CONSTRUCTION SPACED AT A MAXIMUM OF 24" SHED DESIGN REQUIREMENTS FOR THE 2010 FLORIDA BUILDING CODE c s OIC.CORROSION RESISTANT FASTENERS,SUCH I hereby certify that I have reviewed these plans along with all building materials and 3•X 5'MiTekCONNECTOR OI .CORROSION HOT-DIPPED GALVANIZED NAILS ARE components used in the manufacturing of the shed.The materials and components o, PLATES(BOTH SIDES) either have a Florida Product.Approval as required by the Florida Building Commission w 01,R RECOMMENDED.FASTEN PANELS A MAXIMUM 6' OIC ON ALL PANELS HORIZONTAL AND VERTICAL Rule(gN-3)or ware analyzed using the Ttelt Stress Design,All materials and _ o e 2-X4-CONSTRUCTION EDGES,POSITION FASTENERS AT INTERMEDIATE components comply with the 2010 Florida Building Code,the Florida 4lanufactured v,8 F i.OUTLET FRAMING NO GREATER THAN 12"OIC.FASTEN AT Building Act and Rules,and the 2011 N.E.C.for a Category 1:Er;closed Build'ulg" c l Y ALL STUD LOCATIONS. Exposure"C",with a wind velocity of 180 m.p.h.(3 second gust) °6 4'ALUMINUM LAP SIDING ON N Informcrtiort Main lNiid Force FtcstsEng Systsms FRONT,;AcuMttvuM DOOR SKIN T TZ Build On DESIGN CRITERIA r- BUfLDiNGTYPE ACCESSORYSTRUCTURE DESIGN PRESSURE * ail d N ON BACK L 'Q ci'."":,q•n",wv"'•>t.e i �J BUILDING CATEGORY 1 FLOOR LIVE LOAD 75PSF �It,a 4 CODE REVIEW CONSTRUCTION TYPE VB FLOOR DEAD LOAD BPgSSF C r OPTIONAL WOOD FRAME — Professional Service Industries EXPOSURE C RQQ� NE LM ?SPPSF _ WINDVELOCITY 1&OM.P.H. INTERNAL DEA6LOA sheet DOOR CONSTRUCTION G WIRING DIAGRAM 1748 33rd Street MEAN HEiGHT 9,85 fL INTERNAL PRESSURE COEFFICIENT OPTIONAL ELECTRIC Orlando,Fla rids 32839 LLOWABLE#OF FLOORS 1 SCALE:N.T.$ ( SCALE:N.T.S, ) Plan Reviavtar.YViiliam E.Naarl,t€I IRE RATING NIA r� ALL WIRING SHALL BE MC CABLE ICC H 135040 ENCLOSURE CLASSIFICATION ENCLOSED ' 14 GA.3 WIRE.ENCASE IN ALL LA SUIFL S.-M.149,S SNIP-5 I 1 METAL BOXES, METAL F,afik . g9tSrit Jr.P.E. P 7 tit10 j 6 _ r I PS! APPROVAL 2014-04724 SETUP AND INSA I .OF Sf G ADE SH d 01 01-2012 -varfes "4-ply sheathing vil 30#felt 1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TOALLOW FOR Z-2 -2012 2'x 4'BRtDG{NG @TOP OF 'x 4'collar de MOVEMENT.TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY UNE,ETC, 3-0 2012 I'x 4'BRIDGING 1 X 4'TUFF TRIM FASCLA W70.024 WALL NAILER(rYP.) '� 2,ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE > x 4'header ALUMINUM OR 26 GA.STEEL DRIP Miami Dade appy veil EDGE HUILDkNG.IS BLOCKED ON THE HIGH SPOT AND LEVELED.THE OTHER END OF THE BUILDING 2'X 4'COLLAR DE THREE-TABSHI GL£ROOF,PERMA-TILE, -I - iS:BROUGHT UPTOLEVEL ANDBLOCKED.THEN THE CENTER OFTHE BUiLDiNGISBROUGHT ' MASTER RIB(AO ANTAGE),STEEL ROOFING, 't 5'(MiTek)condector arch UP TO LEVEL,SLOCKEDANO SHIMMED. OR OLL FORM LUMINUM RGOF. ? x 4'suds pletes both sides 3.AFTER THE BUILDING(S LEVEL MORE BLOCKS AREA,OI)EO TOACHIEVE THE CORRECT PORt'X 4 TUFF TRIM FASCIA Wt 0.024 16'OIC 3"X 5"MtTek SPACING. SEE PA OPTIONAL} {iyp-) 4-ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING,HOLESARE SEE PAGE 2 ALU;UNUM OR 26 GA STEEL DRIP connector piste DRILLED THROUGH THE 2'X4'BOTTOM PLATE.WITH A}'AUGER BIT AND THE EYEBOLT IS EDGE 2'X 4'blocking- FASTENED INTO PLACE.THE HOLE IS DUG FOR A 34'EAR fH ANCHOR AND BACKFILLED.THE }•PLYBOARD 2"X 4"bridging @tap of 3' verhan EYEBOLT AND ANCHOR ARE FASTENED WiTH A 'X 2'SOLTANO NUT. SHEATHING wall nailer 5.IF THE UNIT IS TO SE ATTACHED TO CONCRETE SLAB THE BUILDINGS IS SET ON THE (tYP.} Wt 30#FEtT (tYP•) CONCRETE STAB AND SHihiMED UP TO tEVFI.A}'HOLE'IS DRILLED WITH A HAMMER DRILL see wall anchor 2'x.4'bottom plate INTO CONCRETE SLAB 1 k OFF RIM JOIST.THE EYEBOLTS FASTEN THROUGii THE BOTTOM detail; 't8J piYard PLATE ANDA SEEWALLANCHO 2'x8'frontfall 2"X'4"-stud(typ.} OA•24SIfhP$ONCLIPISptACEDOVERTi-tE}WEDGE I4NCHOR:A}'X2'BCi.T DETAV R __----- r 4'x•1"ground cantact p,L skids AND NUT IS THEN FASTEN THROUGH THE EYEBOLT AND A-24 SIMPSON CIDP. f 6.IF NO FLOOR BUILDING IS USED ANCHOR WfTH X3'WEDGE ANC14OR CENTERED Mobile Home Door }-varies see runner ptacementiodeta is table 2-4 O - }'nut&2'Ivasher BETWEEN EVER WAIL STUD, I (optional} END ELEVATION FOUR SKIDS MODEL C;FNFAAI NrITF$R SPFC:tF{i`.A7T!)1dnRAtIf;FFt At'Hf}Ai bottom cite' Seewallanchor detail.for-1.Building anchors shall be•mobits home'type#30 single-helix eye anchor 'plyboa manufactured by Home Pride of Bristol,VA-The average holding power For Information not shown sea end elevationwl door 2'x 6'side rad LSTA-18 strap is not iess than 4,°00#: 2,Anchoring system to ground per local building code.(by dealer)Locate anchors t 1 eyebolt and anchor bolted 3.Ancha s shall be placed through the bottom plate and floor system. ASE 2 FOR SEDING OPTIONS T together ef Table 4- w/}'x 2':bolt&nut an Shed Anchwir?to 2'X 4'blocki 2 2•x 2'galvanized Tablet concrete slab Table 2 Runner Spacing `� _ Ittjurrxatiorr >(2)2 x 4'header and(2) 4'x 4`skid wl 8 e --R- .Ta Build On ISOMETRIC OF SHED __ -- P-, x z nor _ 'x6' t door bucks gedeyebott 13'-8' t' io' 9 11' 6'1) each side non-toad HS-24 Simpson i 1-' 240#C 3-6' ens,m.ra4 tt .r•* - 16 200# 3-fi" _ •- -- SCALE:N.T_S DOORS t bearing when garage mole rj _ �?' type I,11,or III pad 0#ltF - COLE REVIEW (see general nota a door installed Values from end oiiol^,t to center of(214 x 4 skids only.13'8'wide studs have(4)sets A. door 2'.X4'VJALLSTUD 2.3,&4 table Su Foot. Professional Service Industries } > Support Fooling Pad Spacing For Single or Doubts W.•de Sheds. 1748 33rd Street HURRICANE ANCHORS(T/P.) 84. 3Y auger anchor 1 varies double arches for garage 24^ ar a escn tion a Enif Pad t e unser interior F e Runner Orlando,Florida 32839 S1AIPSON LSTA-48 W/10-100 NAILS max, Pad Tv, Pian Reviewer Nfiiiiam E.Nealy,III duor min, j 3 e S 113' . 5'1332 0`{D 3'-4 ' Sad LU I-it or ICC#5135040 garage door size 1 '- • 0'to '-0' -4' 255813 of 1 i oil 0 2'X 4'BOTTOM i PLATE LA#U00408 'T&G PLYBOARO (ap.:onarj'. 0'to 3'fi. 4 it-or or II O FL SMI-T9,SMP-51 _ 2'X 6'SIDE RAIL sea wall anr9lor d max- � or I I a i 2 t� details hal h 6'&' T-0' Notes:Pad spacing is end to centeraf pad Z WALLA ICHOR DETAIL ZPads other than and pad spacing tscentartocenter tYP-) E- TYPICAL WALL SECTION spacing c0 t scale:2'=V T,ne PadDimensions. s Max.Load"intenarunMaterial �na 1 runners- 4W 5 ALE:N.T.S END ELEVATION W1 DOUR 'z 'x1 concrete oc vaI cement send ma Z 2'x 6'PA,fta rhng(typ.} --connections a,2'x6'p.t.ItooJoists and TWO SKID MODEL. 4" 4' 1", ' 4'x4'p.Lqun erconnectedwtHS24 scale: 1, Itr 6'x1 AB a tc a s C) Load vridttlon:runner Simpson clips typ.) Based on 2,000 PSFSoit Bearing Capacity(2AOO PSF is typ.)� 0 4'x4'RUNN FRS OUTSIOEWIDTHS Asphalt Shingles W/Dade County Notes: (2)extra runs its required on 6',8',10';11'-8•,or 13`8' 1.Hollow or solid concrete blocks may be stacked on pads for high sets up to 48'wit}{out reinforcing. Approval Fasten per MFG.specs. o 13'•8'snide s s. 2.ABS pad required on 1 V-8'a 13'-8*wide buildings only 2'x 6'plater required for sheds orparma-tile'oradvantagesteel Fabfe4a Anchor Spacing of Augur Type AnchosFor Single WideSheds X~ _ _ _ _ panels or rail farm aluminum ,-qo. _ ut overl6'fn to Ith' p - _ m OPTIONAL t 5 PSF FLOOR LOAD Shed Size L nil Ocsra" ax.n enol ac. v ur 4"x 4"header 244 z 1 'o!c)rnsl s Ging,g wed tongue& 1-0'to 16 <M groove ply- rd wt additional 4'x 4' Fasten w/(2}TP-35 174 1'-0'! -0' i 1 v > centermnnx - Simpson Glp and 8#g Table 4b Anchoring of Au arT AhchoFur0oubleWdeSheds Ofy in S [ _ }T&c ply rd 3"x 5"lvl)Tek connector plates nails g p a o er t ix 2'x 4'bolt plate both stiles 10 required A T R Al F HFADI R CONNECTION s s'ze '• ax. s enol an Q q all around scale:2'=1' 'Load widlhonrunner IL a3' 1" "Location of end auger.orslab anchor O .0 12"Eyebolt fasten to Anchor spacing examples:3W Auger or x 3-expansion bolt FLOOR FRAMING PLAN 2 Y 1" 2"x2"S uare Galv.steel ANCHOR NOTES: SCALE: '=1'' A 24$Im¢SOn Clip W/2 3 q 1.Anchor spacing 3s based on ASCE 7-10 for a Cat eegqory 1;Enclosed Building,.Exposure'C'. P. 2'X4"unde 4• a bolt WaShef$c "riUt 2.Ah mpurementaboveare4entertpcenterofancfios. WINDOW&DOOR HFAD tenter 4j,One.@each Gamer or shed for sheds fess in fenght than the maximum. f5. 4•X 4' n 2 TP-35'hex Cl cis washers 4.The minimum edge distance for expansion bolts is 8 diameters o 5•for}'expansion batt W r 4 x head SiNGLE WIDE ARCH 5.Anchors snail be on side walls except when shed is place next tb an existing building.in which case anchors r 2'X 4'SRI DGING @ TO OF WALL scale:}'=t' A•24 Simpson CGP can be place on end wall as close as possible to side walls. NAILERTYP. l ) (870#uplift)wl(i) GENERAL NOTES:1.All buildings from 0 sq.it.to 720 sq.ft.are exempt from wind-bnme-debris impact standard per Florida Statutes 1"X 4'BRAC NG' #Z 2'X 4'P.T.FRAtdE(rYP.) Concrete Slab by others }'x X Wedge Anchor 2.All buildings from 0 sq.iL to 400 sq.ft.for use with one and tvro family residences ars exempt from door height requirements fir PBC. r6'TO 24' LOCA{Code$�jUriS•jiCllort 3.Alt commercfai buildings as well as residential buildings 401 s ft or greaterrnust axn tc � i2 X12#'ROUGi-IOPENING g• q. ply with the 6'-0'door • �, apply``-•--. height and the min•and max,width requirements. a o REMOVE 12 OF P.T.BOTTOM r 4.All buildings 400 sq.ft.o less with 72'door height are accessories to residential structures. 2'X 4•BOTTOM PLATE REMOVE J' 4"M114. ` # 5.This plan was designed per the FBG,FBCR and ASCE 7-10 m in " � 6.Fasteners for roof and walls shall be Scolsr�&TruGdp metal loomed fasteners and shall be 9-15 X 1'or equal, BOTTOM PLATE SHED WI SKID ATTACHED ANCHORED with V(MIN.)thread penetration(rYP.) ti 1. 7.Gutters to thsta!W on site 6 others through local codes. EEYIALLANCHOR �'PLYBOARD Y 9 TO CONCRETE O'mirLt DETAILS 2'X6'SIDE RAIL scale;2 =1` SHED DESIGN REQUIREMENTS FOR THE �'a � = s'o"max. 12"HYDROVENT DETAILS 2010 FLORIDA BUILDING CODE to SIDE ELEVATION WITH DOORS$WINDOW y - z'x2'spUARr} Lty, t )hereby certify that I have reviewed these plans along with all building.materials and amu,o SCALE:1'=Y 2'X4'BOTTOM / WASH NUT ffi' SCALE.J` 1' rL } .._ components used in the manufacturing of the sheds.The materials and:cctmponents tj4'PPLATE w 2'X4'BRIOGit4G TOPOFWALL 7&G �.• _ either have a Florida Product Approval as required by the Flrnda Building Cotnmtosion o 5$NA,LER(TVP,) PLYBDARD fZu[e(9N 3)or vrere analyzed using the Vu1t Stress Design All Inatena►i arid' }a1'x4"BRACING components cDmply with the 2010 Ftorfda Building Code,the Florida MuriufacturedHREADED ROD FOR LEVEL Building Act and Rules,and the 2011 N E G fora Category 1;Enclosed BuildingHIGH SETS IF NECESSARY train Y,irdtorce y>Exposure"C",with a wind velocity of 180 m p:h.(3 Second gest} N 2'X 4'BOTTOM P TE 2'X6'SIDE LlE$1GN PRESStIf2 T'x4'YANOHRAC_{typ.}at UPLING IF NECESSARY iOURCORNERS1 -8.OR DESIGN CRITERIA FLOOR LIVE LOAD 75PSF GREATER ANCHOR ST2'FORGED.EYEaOLT �N H IXAUGE�HOR FLOOR DEAD LOAD=8PSFu-LLLLLII JSEETABLE 4a or db FOR SPACING UILDING CATEGORY 1 ROOF LIVE LOAD 20 PgIF sheat i DETAILSED EYEBOLT&HURRICANE SCALE:N.T.S. UILDINGTYPE ACCESSORY STRUCTURE ROOF DEAD LOAD=5 PSF HOR FASTEN TOGS THEN W1(2)Z CONSTRUCTION TYPE VB INTERNAL PRESSURE COEFFICIENT-t/-0;13 of 2 SCALE:N.T.S. SEE SIDE ELEVATION WITH DOORS&.WINDOW DETAILS SOUARE4YASHERS}BOLT&NUT EXPOSURE CC WIND VELOCITY 180 At,P.ti.. FOR INFOMATION NOT SHOWN / 4'HURRICANE ANCHOR MEAN HEIGHT 9.85 ft SIDE ELEVATION ALLOWABLE*{OF FLOORS 1 FIRERATINGNIA P.E.=T Agency Plan SSI-2222 PSI R1,Construction Type V-3, Occupancy Storage,Allowable floors 1,Wind Velocity 180 mph Exp C, ENCLOSURE CLASSIFICATION ENCLOSED � q3 6 Floor Load Live-75 psf,Floor Load Bead-3 psf,Roof Load Live 20 psf,Roof Load Dead 5 psf,`•R"Rating of Floor-Wall-Roof 0,0,0