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HomeMy WebLinkAboutBuilding Permit Application 9 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED I Date:--11 -7- Permit Number: 1 0 041 RECEIVED Building Permit Application NOV 2 0 202 Planning and Development Services Building and Code Regulation Division I ST. Lucie County,Permitting 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential `-PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PRO`POS`ED IIVIP';ROVEMENT LOCATION _ - t - Address: 8'S� Legal Description: Property Tax ID#: �]� ( � ' © �QQ-� Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OFF WORK _. O C6P V 0 a2e'e_i - /U G LF-4 tr,::�i�r CO NS MR CTIO'N'-INFORMATION: Additional workto .e er orme ., under this permit—check-all A app y: 11HVAC Gas Tank Gas PipingMGenerator Shutters ❑Windows/Doors 11Electric ❑_Plumbing Sprinklers Roof Roof pitch Total Sq. Ft of Construction: S . Ft. of First Floor: Cost of Construction: $ I d�}, CSO Utilities: Sewer Septic Building Height: OWNER/LESSEE ;CONTRACTOR Y t � Name Name: J ©GtJN��I Address: ' Company: City: �. �'" 4A6 State: Address: V� Zip Code:_-� C ax: City: State: Phone No. Zip Code: Fax: E-Mail: r C9-A"'k Phone No. Fill in fee simple Title Holder on next page ( if different E-Mail: from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SU.PP;LEIMIENTAL CONSTRUCTION LI;EN: LAW INFORMATION ,'. DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name: .SEL / lr&2/t _3 __PZ_,-r Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls, signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner Less ee/Contractof as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The f r ing instrunient was acknowleclgegkbefore me The forgoing instrument was acknowledged before me thi day of jsjoy by this day of 20_ by Name of person making statementName of person making statement Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identi 'cat'LonType of Identification Produced_ 1��- ��, n4' 1� b,� Produced (Signature of Notary Pu li - EN (Signature of Notary Public-State of Florida ) KAREN S• N1Eary Public Commission o�`AY�P�s'% a of Florida Commission # Ex4®S Commission No. (Seal) n p MV co mlt 2. 2022 ne REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Planning&Development Services Deparl RICHIL RECEIVED COUNTYBuilding&Code Regulations • 2300 Virginia Avenue Fort Pierce,Florida 34982 10 I e] 0 2 8 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT ST. Lucie County, Permitting F.S.489.103(7)EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license. You must provide direct,on-site supervision of the construction yourself. You may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy.You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease,which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You.may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all ap licable laws,ordinances,building codes,and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial ZIAM I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and liable for he cost of the license. . Initial , I understand that if any person that is unlicensed and uninsured gets injured on my construction project- they may be entitled to workmen's compensation. I could be held liable for all doctor,lawyer and related me d' cost;which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection,an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Departme to the Florida State Department of Professional Regulation. Signed and acknowledged on this ay of f 20 ffcp, ,Am, r Auilder Signature STATE OF FL*int COUNTY OF Q� The foregoing acknowledged before me this day of 20LU� by l who is personally known to me,or who has produc as identification. Signature of Notary . Type or Print Name of Notary (Seal) Title:Notary Public A018y N,'N KAREN S. NIELSEN ° °°:`State of Florida-Notary Public SLCPDSD Revised 05/15/2014 =7 �e Commission # GG 207484 %',� �P�� My Commission Expires ,nIIT June 1'2;2022 ----------------------- RECEIVED NOV 20 2018 2018 ST- Lucie County, Permitting rf 14 knum N 00- -S v W- �- The Shed Shop , LLC ",2O-5-W - YSHORE"BL VD PSL, FL 72,89 4040 hedsho or ida.com) Customer ly rC �(�''`J Phone / 7 J e Address � ,oSJ Framing/Studs Wood CLSteel End Gable Side Gable_ BoxEve Hip Roof (Ext-Wa , Lumberjac ) x� width x length r Door Windows Electric Stock or Order Wall Color (fG.ir- l rirn L v Base Price <-- --� WIDTH z/ Options A,1 __CEN v CEIVED Sub Total 671- y � Tax- NOV 2 0 2018 _ _ __ (A-,� C:2—? i-/ J� ST. Lucie County, Permitting Total 3 / L L _ : Cr IlkDeposittffl y Balance Due WIDTH Includes Delivery, level and Anchoring: Buyer agrees to purchase the merchandise above at the price stated and to accept delivery thereof and to make pgyment of the unpaid balance due no later than at the time of delivery. The deposit made by the buyer shall be applied against the purchase price of said merchandise, however, should buyer jail to accept delivery or pay for merchandise at the time of delivery, the Shed Shop may retain buyer's-deposit to compensate for expenses incurred in connection with this sale and merchandise ---shall be returned to the Shed Shop. All deliveries dates and times are estimates only and are subject to change due to production,factory S111P1)Jr7g, weather, n•a ' and site conditions. Buyer is responsible for procuring all applicable county and local permits. Buyer-is responsible for complying with all set-back and code requirements and providing adequate and obstruction free access to installation area. .All underground utilities should be clearly marked by owner or appropriate agency ij'near or adjacent to tie-down area. Plans and l Engineering are available to all custotners free of charge. Buyer must alert The Shed SAop in advance if outside crane services are needed- fi is the Customers responsibility to show delivery crew exactly where their Shed is to be installed and Anchored. Customer must be present a1 time of delivery, if no one is present, said Shed will be returned to Shed lot and Customer will be charged accordingly for the . failed deliver and storage of the shed. Customer-must give verbal delivery cancelations within a 24 hour notice or we will consider it a failed deliv6y and customer will be charged 125.00 fo,•the failed delivery. Warranties: All warranties are issued by the manufacture and The Shed Shop provides no additional warranties. The Shed Sizes and dementions are nominal. The Shed Shop will roll Shed up to 20ft(if needed) at no charge. Additional service charge may apply for longer rolls,fence or gate removal, Iree and shrinh trimming and or excessive delays. S' e c_' Date Buyer(s) y (s) ignatur RECEIVED r� p �. av,}zld„1,i`rx i, �UV 2018 FLA Manufactured Building Program Bp V 4940 Nord Momob Sueet .U'S'ines � �" Seize90A F?rofessr rial ST. LuCIe County,Permitting Tallahassee, Florida 32399.0712 ne•950.487,1924• Fax:850..414.9436 Ken Lawson,SecretaryRick Scott,Governor '1 August 2z,2016 RECEIVED Robert Moore NOVh Lark Builders, Inc. N 2 Q 2018 P.O.Drawer 629 Vidalia,GA 30475 ST.Lucie County, Permitting RE: Manufacturer Certification,ID i,1FT-114; Expiration Date:August 22,2019 Dear Robert Moore'' It Is my pleasure to Inform you that Lark Builders,Inc.,located at 409 DIXON STREET,P O DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings Program,as provided for.under Chapter 553,Part I, Florida Statutes,to manufacture Factory Built Schools, Storage Sheds;Manufactured Buildings for Installation in Florida, I I E Construction or modification on a manufactured building cannot begin until the Thlydr art 01Wt( Agency has approved the plans In accordance with the current Florida Building Codei f rf ( e Party Agency is a contractor for the Department and has statutory authority and resnslbl 1 I w 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 plans review. Please ensure that your plans are in compliance and are properly r 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 certlflcation Is approved for three years From this date,You will recelve a renewal notice by Email generated by the BUS(wivw.fioridabuiidlnn;ori)for online renewal.If you have questions` you may contact Robert Lorenzo at 850-717-1$35 or our FAX at 850-414-8436. Please visit our website at www.florldabuildina oro to see valuable inFormatlon 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:Professional Service Industries t Intertek-PSI Tel -1407.304.5566 1748 33"lando, l rich Fax+1407.304.5561 Orlando,Florida 32839 intertek.com FL Engineering Business 43684 psiusa.com November 14, 2017 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road, Building C q Tallahassee, Florida 32399-0772 RE: Plan Approval: Storage Shed Manufacturer: Lark Builders Plan Number: 42325 Dear Mr. Campbell, Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 6th Edition 2014 NEC These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) i - 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. If you have any questions or require my-assistance in any way, please do not hesitate to contact me. Respectfully submitted-,- Victor ubmitted,Victor C. Martin, PE (FL) Richard Olds,.ICC #5107840, S.MP-45 Department Manager Plans Examiner Building Science Solutions Building Science Solutions ,Copy to: Ms. Berri Howard, Lark Builders berriglarkbuilders.corn PSI APPROVAL 2017-11-14 CODE REY/cW ProM1x¢lonel saM<e lnCu<piw l/k��`�'6 _ fiI9OJr090eIN Odendq Flor/]e 31139 aR°"•.,R.°""D o.°' ROOF SHEATHING OPTIONS: shMPNsosM'e; — BOX RIB ALUMINUM — 29 GAUGE STEEL AG PANEL DESIGN PRESSURES — STANDING SEAM STEEL ROOF +27.8/-94.7 — ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5/-29.2 CODE INFORMATION CODE s M 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF WNUFAOIURER Iwn9wc ttP[ CONSTRUC}gx IYPE EIRC PROtCCigx axdC FIRE SUPPRESSgN MTEN xDRG a[uP.NDR ALLO.MLE-BM OF STORIES BALD WIxD SPECD UPM.RE VAULTED -u ED T_ T77SLOPE SLOPE IWEER URC ­DNRRxL PRCSSURC OOCFTgRxt .PO —E F—OR ROK DEM LOM IOP9F ROOF LIE LMD Lao Q BOOR DEM LOM fL00R LM lMD tlSPSF MOOKULES Of.LLS.FLOOR.ROOF Wx NOCS PER BURWNO i I RCANE PROIECnON USMF I W STANDARD MRM xE SMELTER—E SLOPE SDuut[.—E REVISIONS " 00 i Q REV DESCRIPTON DATE I BY i7 STA DARD I RIDG C) MTB 3.5" 20GA. Dme: METAL FRAMI 7/12/17� sane: w @ 24 O.C. X. NSA Of STANDARD °e. Q - SLOPE LB-S-LSE Pw,a Txs PNR sn..n.Rc END WA1. TRUSS END WALL F MV­ w Q w O m : oRnx�.9x re loro.l.,� Dars TINT Nq faD El 1".c'cwD.INc•ml naw 9urz zu,urz v>�naL p LJ 10:PPR""'oeu aila DwRncn�ni ueaa iF°ax�% N DDo99 DR mxER m..a.•xrs // [-OPTIONAL PORCH-4' OR 6'--I RAFTERS ARE IN-LINE WITH WALL STUDS g ��% .W T � ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH � .."' L%OENSF w Ln I STATE OF .4 19 N A' a %\"� MO1tNe.T.Boldin P.E. O Florida License#64608 sneeL: FBPR-1 OF 7 .ra'rJa, PSI APPROVAL 2017-11-14 CODE EVIE REVIEW PM IE mDavuxee l'��drQ JJJiii ITJHDJrd 9veN O,Imdq Fbr16f J1B99 � ��C Plena RnrieN RRnaN Oma �.i� __ FL ies'N'P°:i sNwz ATTACH ROOF FRAMING TO su_cc°uoz<m TOP PLATE OF WALL FRAMING r°L oe°a%L-ve112.1 WITH BUILDEX 10-16X1 TEKS sr_cc aunzaaz PANHEAD SCREWS WITH }J3 DRILL ----- POINT AT 6" O.C. CODE INFORMATION - toDE vrrssau _ -- - _ MNUlAC7UREM •nRe Ba0[RS Ir[.� WUOMD ttx - __- FIRE PROTECTION MOM ME SUPPRESSION MEEN ROME 3.5"-20GA METAL COLLAR TIE, 4'-0" 2.5x.5" CORRUGATED ROOF PANELS LLcuPAxcT LONG ATTACHED WITH 2 - 10 SELF FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING �oexe uI�BBEER or SToRms ( ) SCHEDULE FOR RAFTER AND DRILLING GRABBAR SCREWS EACH SIDE TRAXX/1 AT 6" O.C. ExPosuRE _ BRACING SPACING OUELDwRE INICRrut PRESSIxiC COCRKOEM MPORrx•CE rxCTOR ROOF DEAD LEAD imPV Roor LK LEAD OP Yoe roNl UMD 3.5-20GA METAL STUDS FLODR DW LEADLW lour SPACED AT 24" O.0 MAX. x RATING Of WALLS,FImR.Rmr w� MODULES'PER WILEING HURR[ PROTEETNN USAGE -RR SNELIER M-LE S—FOOTAGE 11. OR SEE ROOF FRAMING REVISIONS SCHEDULE FOR RAFTER AND BRACING SPACING REV I DESCRIPTOR I DATE I BY OVERHANG OPTION DETAIL = 3.5"-20GA METAL STUDS, SPACED AT 24" O.0 MAX. x D,R.n Rx: MTB 3.5- AT _ DR e: 3 ABOVERACE FIN SHED3FLOOR. s<mc /12/1 7 o ATTACH TO EACH STUD W/(2) #10 N/A - SELF DRILLING GRABBER SCREWS, Oe' LB-S-LBE (1) INTO EACH FLANGE ro"m•I`wxs.Rc xo,PRA,ar,xs PRA sn nla.Rt __ .uesoelwN vr�Tn,m.RLunLs roR�wroPt•(mwv+aR� SHEATHING FASTENED W/ W •TM—`= #8x1.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO 'n"D• mu-srtcm ns,RRv lw. EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING Q WITH SUILDEX 10-16X1 TEKS LLJ w°z _ PANHEAD SCREWS WITH #3 DRILL X oLRDxA sroa`.Rc1°''•"rur":"`.c'w lao�Rr'oroL"o w°r.`�;nL - POINT AT 6" O.C. .RmmRxc rclRs r.n a.xoxos ar,K x,e p0 rccmDvcc..rlrRroln,. �Decs rlFs rAE Aoo am Dmn-rcu,moo-L.Fm+a nL:coA61InL° rs n, ________ __ -______ W I.. -DR-1.nN nnoea surz sv eqp �a DmRxaN°�`i�nT�raess>e.R VARIES, 6'-0" TO 13'-6" towRsa oR m"'pLIxR m xrs ROOF SCHEDULEEFOR RAFTER AIND Q �� T /Q'���/ FRAME SECTION BRACING SPACING J ��` ••""""'••• 9 C� \\CENSE W : c� - .•i (n 3.5-20GA METAL STUDS _ SPACED AT 24" O.0 MAX. Iir. STATE OF .:4 'L0 RIOP ol l 11 111%X1011 ` OVERHANG OPTION DETAIL MRtth-T.Bold.!,P.E. O FlortdD U--#64608 0 sh-t: FBPR-2 OF 7 imI HiArl�Pi PSI APPROVAL 2017-11-14 CODE REV/EW Prvbae(..9.m1.bd,ror.s E748091r 9, Orl.n]q FbA.ae11 uRrs9 -1 R.nex.Ricnara Obs � �,,�e 9TEaI T� nsioia e�R aPE 23.ar1rn PPHN+?xRN. CODE INFORMATION WALL SHEATHING OPTIONS: CODE VERSO" BOX RIB ALUMINUM LaNU -Rc. wa,:aEa w.6 TWIN RIB ALUMINUM ED-— CONSTRRCTON"PE — DUTCH LAPSIDING ALUMINUM FIRE PROTECTION MUME DUTCH LAPSIDING STEEL SIDING RE SUPPRC950N S S EN MORE SECURED WITH occay.Nc. (2)H3 OR EQUAL — 29 GAUGE STEEL AG PANES (RUN ANY DIRECTION), —KE ,F MMES — q T-111 WOOD SIDING ERPOSURE m c DOUBLE 3.5" 20GA. — HARDIE PANEL STUCCO AND T-111 SIDING ;"CEOs""` E.— — HARDIE BOARD SIDING 3.5" 20GA. STEEL .—E R`S RCOCROIFx STEEL TOP PLATE — POLYCARBONATE GREENHOUSE PANELS TOP PLATE poor LK LLIAD OAD oor LM Eau END WALL r FLUOR DEAD Lao FLOOR ENE LION OSPY / / •R•R.aiiNa Or«RIS.FLOOR.ROOF x/R MODULES PER WILOMG ,a1RUC-E PROSECTION USnOE MRR—E SNEOER U—E REVISIONS ' Css REV DESCRIPTON DATE SY 4x4 P.T. POST 3.5" 2cGA. STEE BRACE (2) / // // / // / MTB X10 SE TAPPIN SCREWS ACH E (1 INTO EACH F GE) / / / 7/12/17 Scm.: N/A / / LB—S—LBC W 2 1. .1 Ru. x mP R e aNRs •.mw END WALL ..00..Rs To x¢T nr R.axwl suraT,Ns M _ _ """•.50i'.m°cmR.i ueas�io CECT m°xwmROrM., M 3.5" 20GA. STEEL P <aRa�E.��� SEM prGa,wT ML W 0 To',a (2)MITEK OR ALPINE 5" 20G STEEL SOLE PLATE ,oxR�• 9u ;aEw+++, p STU @24" MAX. a q _� a •: 3"x5" OR EQUAL FLOOR FRAMING Q omR OR LJ LLJ F— �� .V\CENSE•• ••�lyi�i In —4'&6' OPTIONAL PORC Ij r- 50'-0" MAX. STANDARD WALL DETAIL 1 � 0 STATE OF Matthew T.Soldwin P.E. W Florid,License#64608 ci Sheet. FBPR-3 OF 7 _ r PSI APPROVAL 2017-11-14 CODE RENEW PA)hsUmAl6eMreln'ucDlea , " 1748 33M 9vrN Ppm Re�uaRw�rCxOpR ACL rlID13,D P J SNAT9 LsuSsr�D±e1e " n PE ne±JT9.lA PL a ieii.W v_x Wuxn6 ROOF W-14 FASTENED NODI PNlClS FASTENED CODE INFORIAMIONI`� wo.PANELS FS"IAED rtn.35" FS"NED 11 TRAxx/1 Ai 6"O.C. TRAxx/1 AT 6"O.C. CODE VERSDN Sy I! 13 mNUGCTURER fL¢mRF,IR[,rtc BUitDAC ttPC CONSIRIGTON ttP[ FIRE PROTECTDN FUZE SUPPRESSION MIEN .C.— ALLOWABLE xUNBER Or STORES 8A4C W,xD SPEED EXPOSURE ENCLOSURE "C""' Urt[RNAL PRESSURE COCIFCIEM ./-018 ]S"BRACE AT 3'-0" METAL 8RKOG. }.S'BRACE AT 3'-0" 3.5'-30GA NETAI BRACING. IMPORTANCE FACTOR ABOVE FRnSHCD FLOOR, ATTAtn EACH END TO MDS W/(3) ABOVE FNTSMD FLOOR. 1TKX GM CND TO STUDS W/(3) Rolr DEAD LOAD AITACH TO EACH STUD W/13)/10 /iD SCREWS.(I)VfIO EACH ilANO[ ATTACK 10 GCM S1UD W/(3)I10 /Ifl SCRCYI^>(1)MO EACH FLANGE SRF DRRING GPABB[R SCREWS. SELF D—NG GRABBCR SCREWS. ROOF LK LOAD xCASI DR Jam roNT Lao (1)iMo EACH FLANGE Npif.M _ (1)MO EACH FWIf{ _ FLOOR DEAD LOAD W Ee RBOTXR<CDre a FLOOR LNC LOAD R.AIFra OF WALLS.FLOOR,ROOF W/ NODULES PER BWINNC 11R—C PROTECMI USAGE HIRRCANE SNELIER USAGE SQUARE FOOTKE REVISIONS J REV DESCRIPTON DATE BY F —El.6'-0"10 13'-8'� S �YARIES.V-O"TO 13'-B"—moi END WALL FRAMING OPTION END WALL FRAMING OPTION oe Br MTB Dmc 7/1/17 ROOF PANELS FASTENED Some: ROOF PANELS FASTENED WRH.z5'-1J..T5"HWH N/A 1R-X/1 AT B"O.C. rtx/1 AT JA.T3"O.C.TRKx/1 7 e" . LB-S-LBE 12 ,z LIJ S S Q - PmRL l� W a aYe,xUniox w e[IRs,�.r,,uOn As O 1.Y 1 Wm n LceM RD 1K mvr Ntt-U— m w.2 s wK Pas a Am 3.5"BRKE AT 3'-0" }.S_-30GF.NETK BRKNG, 3.5"BRACE AT 3'-0" '-D"wX 1!"-30G NUS L BRACING, C[D WATBORI�[ is spn S1�o D'1..1. ABOVE rINISHED FLOOR. ATTACH EACH CND TO 51UDS W/(3) ABOVE rNSMD FLOOR. ATTACH EACH END TO STUDS W/(3) Qi RH ;�I,ml�oWGi DW1 AR[9m ATTACH 10 GCH BTW N/(3)/10 I10 XRLWS,(1)WIO Gtn FLANGE ATfKM TO GCN SND W/(3)/ID /,0 SCREWB,(1)MO UCH FLANGE S Ig x SELF DRILLING GRABRER SCREWS. SELF DR——G KR SCREWS, (1)ono CAEN FLANGE NDTr.TniS BRAnun Ic n.arn DN emr (1)Pn0 EACH FLAFGEsLem.o1K Rm Km�Oil h.,mo-.Fa,.wHirca°�mc° xis n lK rwln Tnic RR.na':Is c nr D W c.reOTH SmEc Rr _ rORNERI W e.reDTH - (n a>�n � O_ .F m`L rc 1K ou FNn.x mI roAEssxe.i Q 1nC.a r.amD,.W.o.I,..L •rRo.T. w w..TLLJ .:..eq�//// N F— vM2S 6'-0"10 I3'-B"� 4— VARRS,6'-0'10 13'-6" ----I END WALL FRAMING OPTION END WALL FRAMING OPTION = STATE OF �� r<[F J / ;•••'••AAAA.... G \ NO11DeW T.BDle.in P.E. Q FIDr7ED License 64608 w SNeel. FBPR-4 OF 7 SKID RUNNER SPACING* PSI APPROVAL 2017-11-14 COOEREVIEW UNDER 30' LENGTH vrorRs,ronm semaR aausrd.� F>.e DDMso,eF OD ORUA,m ODba SHED WIDTH A B ICC A5101&0 fI RBMPJS.SMI.]5 6'—D 16" 42" VCCC RUOief a FLFn MMALARV V a�un LB'lfS NDTw PE faiGt]M 16 60" 8—0 WIDTH 01ST SI E• 10'-0" 18 84" 6,—o" 2"x4 CODE INFORMATION 6'-1" TO 11'-8" 2"x6" CODE vERSDN _°A R AFACTORER 24" 64" 11•—B" 2"%B" LAn enDOK.i,C� BORDRtG TTPC 28" 84" rwE015r ..— o-a -NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE nn SDPVREssroN ssEs 13'-0" 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL a°I,A DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND AuowABl[ _ or soRlEs Ea 13'-8" 40" 84" ARE INTERCHANGEABLE. E.es�ac � DELosM+E nclxm 'VALUES ARE FROM END OF JOIST -FLOOR SHEATHING SECURED WITH 2'X0.113" `RRC COCrr`'Em ';-6iB TO CENTERS OF SKIDS ONLY. 1ipp1^""�rAnO" NAIL (OR EQUAL) @ 6-O.C. MAX Row DEAD LOAD 50'-0" MAX. RDW LAT low ,«Fr..--I— FI°oR DEAD I- 16 O.C. TYP. r mR LMc LOAD 'R"GTu1G Or.Alli,11001k.—1 W RODuaE PER RuaNW I RCANE PROTECTION-E -RG SHELTER-1 SQU C FOOTAGE REVISIONS r Q REV DESCRIPTON DATE BY MTB Dme: 7/11/17 5m N/A =x�f. LB-S-LBE o:nARs.RE roT aRT n T«s Ru.sn..o rF W ° ""Iro'R°mam°rnmAl:�s r L.En.s wl. ,a av OF R o u a O .RDeo.��eRs.�,n,°No1OwDSCOimn{la io't."` m A2011dKE.GR la,oanl.,.maDrrs TenT xa.oD R L91AA"oTK �M e WFccmwa.ml Hou,.sNC n mE ms.ml)a— lo�fux n TK om r:Ei.x o ma°D"eu°r oR mrR mroc 0- I j ��`�C�' •�,\CENSE cn LLA_ f�'� STATE OF .a/4,L O 'i�OS FL 0 R IDP.G\;``� P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 JOIST SIZE, SEE FRAMING S.Y.P. #2 SKIDS OPTIONAL J ' NAlilt SCHEDULE FOR SIZES D_ MDEEne.,T.Saidin P.E. O FlwldD U-.- 69608 2 SKID FLOOR FRAMING PLAN 0 sNeeE: FBPR-5 of PSI APPROVAL 2017-11-14 LOGE REVIEW vroro¢¢rRE EW mdRsrne. rsa)vdsv«N Gu�da Fbild¢)la)9 R¢"sx.RM¢m Oba ICC¢510iM0 R¢avP-LS.Svii5 – NO}arn D P3¢Tlnl v¢n•Oe.:N°or C.Marun ' u PE¢exli CODE INFORMATION 1j"x14" NOTCH GOOC vERSON FOR EACH JOIST xurMTURER °'•ma'c a alnLooa:ttx corsTRuanx ttvE ME PROIEC LCu[ ATTACK JOIST TO SKID WITH a"x4" ME WWRESWN MTEM .ma 012" LAG SCREW OR (2)SIMPSON H-3 P" l O—E NUY8ER Of WMES (OR EQUAL) AT EACH CROSSING aiS mmo LAP SPLICE FASTENED WITH (6)55"x4" RaaEswREcacrrc¢NI SCREWS ON INSIDE, (3)55"x4" LAGJ0IST T0 SKIDEWS ON OUTSIDE (9 TOTAL) R0°f°f ROOF LNC LOLO roM lw0 CONNECTION «°°R,� LW OOR LM LMO 9'RaiiNG 0I.MLS.BOOR.HOOF I YOOUI[ RCR BUIIUNC —R—E PROTECTNIN IKaGE INRRCauC SNCl1ER USaOC so—rooTIGE 4"x6" REV DES P.T. SKID SPLICE REVISIONS DATE DATE BY WALL SHEATHING 3.5" 20GA. STEEL STUDS 024"O.C. MTS om¢: 7/12/17 s� N/A ¢«iI` LS-S-LBE 3.5" 20GA. STEEL �Z SOLE PLATE SECURED ` ti"�`YMER"_°P1v WITH 55"x4" LAG FLOOR SHEATHING a 6 SCREWS @16"O.C. FLOOR JOIST j ��,a,eCOOC„o„.¢ ,Lr,�il L.EnrN, Q Ld 97 Xt0.a w°NPOP.�Ni`"`ee rwrx vEc.�os O �1N•N»o�ia'"�i'��u&.RLR ro cR"�,PLa.R';Ri.L 1.5 YNaron.R°mwa oEeRa wn nYmwos n lv mrL r --------------------- m aY'�raoRolRCE.aN ra lmal.l.erRo.rs Rwl.0 wo SENCO K28 (OR EQUAL) NAILS. TWORm °•°�lr° d ROWS 1.5" FROM THE EDGE, ® 12" �. L l • O.C., STAGGER ROWS 6". ----------------- ------ 2X BLOCKING BETWEEN SKIDS AT D 3"x6" SPLICE PLATE FASTENED WITH 2"x4" BLOCKING BETWEEN SKIDS Q � \\1f WITH (3)D0.120Cx3E NAIOLSEND®12J0!CT ♦♦ 1 .............. q I� (5) EACH K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST �\ �W T. Q EACH SIDE SECURED WITH 3 0.120"x3" NAILS ®12"O.C.)STAGCERED EACH SIDE STAGGERED W ♦♦♦ •' L%CENS �i fLd ` f• . (2) 2"x6" P.T. SKID WALL TO FLOOR = SPLICE/SECURING CONNECTION DETAIL J U) i�'• STATE OF 46 Ld Of Monne.T.Boldrin P.E. 0 Florido License 64608 .. O t ; Sheet: FBPR-6 OF 7 � • In WwaFE�' FI FCTRICAL NOTES: CODE CODE RENEW Frobsslonel5RMCRInOu•vlae 1.ALL WIRE TO BE x(12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. f)4!]JFU 9PReI ONmli fbrlS Jl!]9 2.FIXTURE LOCATION AND TYPE MAY VARY ^•R•.•,.R,�•bDE> 3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES vlttsie'cr;�s,i.r 4.20A GFCI OUTLETS o:w m�'M;�:s.vnoJ.Mw^ 5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.: MAXIMUM B RECEPTACLES. sL_e':,'D'rw°s•°]01 6.ALL SWITCHES TO BE AT 46"-52" A.F.G. 7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING S.ALL OUTLETS TO BE GFCI CODE INFORMATION 9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT com vi:S ..E.aE_""w DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. wxur"c1uRER I o.mDrRs.IRc.� Rlmowc hPE COr61RUCFCN hP( WINDOW HEIGHT, LOCATION ME PRDFEnnR E AND QUANTITY MAY VARY FIRE su KSWN Sr W wRc•V AND ARE OPTIONAL E<c�vuav NEOP"eE[xuxazR or s�aRas .. R.sc 1R.m sFEm eo.M [iP05uRE CNCE05URE [xttosED UIfCRNLL PRESSURE COEFFCIERI •/-D,B IUPORIu6E F"CrOR ELECTRICAL SYMBOL KEY q OM EM LO.D ]orsr a woe FPr,i uu0 BOOR DM EO"D BOOR ENE L. ,RSPSF I I 10 wrwc or.uEs.rErwR.Raor w. RECEPTACLE 3.5" METAL STUDS �ORORYICS PER 7ECTIOO uR[RRor[cnoR E ,IURRC.RE 5xCl1ER USM[ / SPACED AT 24" So E F00WE '1 D.C. MAX REVISIONS 240V REV I DESCRIPTON I DATE I BY Q240 RECEPTACLE SINGLE POLE SWITCH co I \ Dom.^e.: MB in 7/12/17 THREE WAY SEE VARIOUS END WALL $R SWITCH SEE VARIOUS END WALL N/A\ FRAMING SECTIONS FOR FRAMING SECTIONS FOR CEILING MOUNT WALL AND DOOR FRAMING WALL AND DOOR FRAMING w E9-s-EBBE N.a a d�,n LIGHT FIXTURE v \ w REr..S WALL MOUNT > o LIGHT FIXTURE \ I m of FLUORESCENT LIGHT FIXTURE FA JUNCTION BOX w ```�t N� ►viii L'i T. F,J 1YR %N •LICENSE•• ?� WP _ OPTIONAL ELECTRIC TO EACH UNIT N J WILL BE FIELD CONNECTED FROM Q i c` �= EXISTING POWER SOURCE I_E.I ��% STATE OF imp'•. FtORIDP 50°-0" MAXIMUM BUILDING LENG701 U �% ;;"A; NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY F— MD11DeN T.BDIe+tD P.E. U FID6do Lic—164608 .. w c ; sn eE: FBPR-7 OF 7 OD Do OD DD TABLE 2A — 165D/1 70C TABLE 2B — 140C 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SHED WIDTH MAXIMUM ANCHOR SPACING SPACING !„�c nE-DOWN STRAPT p)axd 5YP 02 ON 8'WIDE OR LESS. 11ff UP TO 16'-0" 10'-0" UP TO 16'-0" 10`-0" (SEE NOTES) (2)2x6 OR(1)4.6 P.T.SYP 82 SKIDS �-ItJ(�� ALL ME(CAN BE SET ON GROUND). TYPE 1 TYPE 2A if 16-1"TO 20-0' 8,-0„ 16'-1' TO 24'-0 8'-D•, TIE-DOWN STRAP BOLTED TO TYPE 30'DRIVE SO'AUGER 3 ANCHOR WITH 1/2'GRADE 5 ANCHOR ANCHOR BOLT MINIMUM WITH WASHERS FOR ROCK/CORAL FOR N HOI LAY / / 0'-1 TO 24'-0' 6'—O•, TABLE 1 A — 120C CODE INFORMATION _ ANCHORING TO CONCRETE coDE vERSION 1/2'x7-(400 LB.)CONCRETE oii I¢c,eUrtc m�,'Mva�o' WEDGE ANCHOR WITH U-CHANNEL DD TABLE 2C — 120C MANDFACTURER (TYPE 3) T 1j•1 Olt- TYPE 3 MAXIMUM ANCHOR TYPE 2B 30" AUGER ANCHOR SPACING SHED WIDTH BUILDING TYPE CONCRETE SPACING RESOFNBAL IAYM STGM4E EXISTING d'CONCRETE 3G'AUGER ANCHOR MAXIMUM ANCHOR IXISTING 4'CONCRETE WITH EXPAN90N ANCHOR SHED WIDTH SPACING 24'-Q 6.-0., CONSTRUCTION TYPE v-B BOLT FOR SOIL/CLAY RRE PROTECTION NONE TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 20'-0" 7'-0" ME SUPPRESSION SYSTEM NONE .. OCCUPANCY STOPALE 16'-0 7'-0„ ALLOWABLE NUMBER OF STORIES t BASIC WIND SPEED Yr-120/1lS/165/1>iryN 14'-0" 6-0" EKPGSURE C/o TIE-DOWN STRAP BOLTED THRU 12'-0" 9 ,-0" ENCLOSURE O—OSED FLOOR JOIST WITH 1/2'GRADE 5 (I)4x4 SYP 12 ON 8'WIDE OR LESS. (1)414 SYP'B2 ON 8'WIDE OR LESS. INTERNAL PRESSURE COEFFICIENT •/-ale 2x4 SOLE PLATE(NATURALLY BOLT MINIMUM WITH WASHERS (2)2xfi OR(1)4.6 P,T,SIP 02 SKIDS (2)2,6 OR(1)4x6 P.T.SYP B2 SKIDS IMPORTANCE FACTOR 1.16 DURABLE WOOD OR P.T.) (NUT T BOLT I UC BOLT) ALL ELSE(M BE SET ON GROUND). TIE-DOWN STRAP SECURED AL.ELSE(CAN BE SET ON GROUND). 1 O'-O' 1D'--6" 4' TIE-DOWN STMP BOLTED TO YPE MRH(B) IOpxt.S'NA LS ROOF DEAD LOAD DPSF \1 3 ANCHOR"1/2'GRADE 5 $'-O" 12'-0" 2ro5F OR 30ae PANT LaAo BOLT MINIMUM WITH WASHERS ROOF LIVE LOAD 1 213' 4,000 LB. CONCRETE 5/8'x 30'EARTH ANCHOR: 6'-0' 12,-0" FLOOR DEAD LOAD troy \ / ( ) AUGER STYLE FOR SOIL/CLAY, 'I (� FLOOR L.LOAD 6aos `EXISTING 4'CONCRETE WEDGE ANCHOR WITH U-CHANNEL DRIVE SME FOR ROCK/ RAL TABLE I B — 1 401. (TYPE]) .. • . 'R'RATING OF WA1],5,BOOR,ROOF N/A • MODULES PER BUILDING 1 ANCHORING TO CONCRETE HURRICANE PROTECTION USAGE No IXISTING d-CONCRETE OPTIONAL SUPPORT PAD(P.T.WOOD. MAXIMUM ANCHOR CONCRETE BLOCK OR PAD)SPACED SHED WIDTH SPACING HURRICANE SHELTER USAGE NO AT 8'-0'MAX. 24'-0 4'-0" SQUARE FOOTAGE 719 San.OR UCZ REVISIONS , 20'-0" 5-0" REV DESCRIPTON DATE BY 1 ADDED ME 2B EARTH ANDHDR,AXIED LIG BOLT OPE. 10/15/15 MTB TIE-DOWN STRAP BOLTED THRU 16'-0" 5-6" 2. AGoa,t•aua¢T sEnA=.ABs v raps 2/10/16 MtB , 2.4 SOLE PLATE NATURALLY FLOOR JOIST WITH 1/2'GRADE 5 (1)4x4 SYP B2 ON 8'WIDE OR LESS. 3 ADDED 3/16'GALVANIZED CIiBIF 6/15/16 MTB DURABLE WOOD OR P.T.) (1)4x4 SIP 12 ON 8'WIDE OR LESS. BOLT MINIMUM WITH WASHERS (2)2x6 OR(1)4.6 P.T.SIP 12 SKIDS 14-0' 6'-0' (2)2x6 OR(1)4.6 P.T.SYP 12 SKIDS (NUT h BOLT OR 2j'LAG BOLT) ALL ELSE(CAN BE SEi ON GROUND). 4 ADDED NOTE 11 ON STACgNo RU,I 6/30/16 MIB All ELSE(CAN BE SET ON GROUND). _T -------------- j4" TIE-DOWN srwa oR 3/ts' 12'-O" 7-6" s eon Eec x/w/n Mte ----,----_ cALVANIzm STEEL CABLE (TEE NOTES) 5/E'x O'EARTH ANCHOR WMRA EYE HOLE:AUGER STYLE 10'-0" 8,�3 D.-Br OPTIONAL REINFORCED 1/2'x3'(4,000 L8.)CONCRETE FOR SOIL/CLAY.DRIVE STYLE MTB CONCRETE FOUNDATION WEDGE ANCHOR WITH 2'WISHER FOR ROCK/CORAL Dale: 6-D" 12'-0" 8/11/15 1 Stole: EXISTING 4'CONCRETE OR OPTIONAL 6'-0" 12'-0� N/A IXISTING 4'CONCRETE SUPPORT PAD(P.T.WOOD.CONCRETE .del: BLOCK OR PAD)SPACED AT B'-O'MAX. TABLE 1C-165D/175C LARK BUILDERS ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 44 SYP 2 ON 8'WIDE OR LESS. TIE-DOWN NOTES) 24'-0" 3'-6" B (1)4x4 OR 1) ,6 P.T.WISE OR 1SKID 2x6 OR(I){x6 P.T.SYP B2 SKIDS TIE-DOWN STRIP BOLTED TO (2)2xfi OR(1)4x6 P. SYP/2 SKIDS (SEE NOTES) (1)4x6 SYP B2 ON e'WIDE OR LESS. ELSE(CAN BE SET ON GROUND). GROUND ANCHOR WHN 1 22 ALL ELSE(CAN BE SET ON GROUND). (2)2x6 OR(1)4.6 P.T.SYP 02 SKIDS 20'-0' 4,-0" GRADE 5 BOLT MINIMUM WITH ALL F15E(CAN BE SET ON GROUND). WASHERS,ALSO GROUND AN AND TIE-DOWN STRAP BOLTED TOIF ATTACHED TO GROUND ANCHOR GROUND ANCHOR MITH 1/2'GRADE 16'-0" 5-0" ON OPPOSITE SIDE 5 BOLT MINIMUM WBH WASHERS 5/8'x 30'EARTH ANCHOR: I'fl 6/8'x 30'EARTH ANCHOR: 14'-0" 5-6„ .i AUGER STYLE FOR SOIL/CLAY, 1,.I ALGER STYLE FOR SOIL/CLAY, • • • DRIVE STYLE FOR ROCK/COPAL . • DRIVE STYLE FOR ROCK/CORAL 1.•.1 \`,11�"'I,'' 12'-0" 7-0" `\\\�W T SLING 4'CONCRETE PIX�ISTIN GON T4WOOD,CRETECONCOR BLOCKOR OPTION,SUPPORT PAD(P.T.WOOD. lO'-0" 9-0" Z \\`'` ............. •••••••••• �• CONCRETE BLOCK OR PPD TRACED Q \ A, �CENSC- Q // PAD)SPACED AT 8'-0'MAX. AT 8'-0'MAX. ) S,-0" 10,-0" �\Q"•'' l •• 'I TIE—DOWN DETAILS 6'-0" 12'-0" � - DESIGNED AS PER ASCE-7. Z 4 ��` .. ARE CENTER-TO-CENTER. 0 BE MINIMUM 1-�'x 0.035'GALVANIZED STEEL FEDERAL SPECIFICATIONS OOS-781-H,TYPE-1,FINISH-B,GRADE-1. TI S APS OR CABLE AND CONNECTING HARDWARE 70 HAVE 4,725 I.B.MINIMUM U TATATE-EARA 3 fJ STATE OF SHALL HAVE A MINIMUM 4,300 LB.CAPACITY. �FF'pp TED AT EACH CORNER, MAXIMUM 16 FROM END(4 MINIMUM PER BUILDING),AND SPACED AS PER TABLE 2A,B.0 DEPENDI ON S� 7H,.EEO.AND R O)TNPEIN, D$. RECEIVE U '�I� ��O R I P• ��\\` TO BE SPACED AS PER TABLE 1AB,C DEPENDING ON SHED WIDTH,WIND SPEED.AND EXPOSURE. _TOHAVE A MITY INIMUM OF 4'COVER(DISTANCE FROM ANCHOR TO EDGE OFCONCRfTE. G''CONCRETE ANCHORS MAY 000 PSF BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EA( ANCHO C p (��J ¢ �� SAON A1-BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS(OLIVER TECHNOLGIES, INC.MODELBOTICBI,OTICB2 OR EOU NT) F I\VY 0 2� fit11111ONCRL�E BLOCKS(e'z8-x16•) MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING, ,I � Matthew T. Baldwin P.E. Florida License64608 ST. Lucie County,Permitting Eli Sheet: AP-1 OF 1