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HomeMy WebLinkAbout82 Hanson PkwyCITY OF SANFORD BUILDING & FIRE PREVENTION G C 1-i;- VF_D PERMIT APPLICATION Application No: ( gyp- w - 5 BY: ii II ff/ Documente Construction Value: $jU, Job Address: _ _ H- ti ?` ' Historic District: Yes No Parcel ID: Type of Work: NewW Addition Alteration Description of Work: b% 8- Sd Residential Commercial Repair Demo Change of Use Move Plan Review Contact Person: _„ 1y-' Title: Phone: 3l b - b4- 31 ' Fax: Email: Property Owner Information Name Uvv e Phone: Street: _)VJ Co, e City, State Zip: Si 6, L : Name7- il Y it14S G _ Resident of property? : Information Street: 15 v /,- City, State Zip: K- S a (j Phone: 38-6—ffOy -3pa 5 Fax: State License No.: 65e /a J:ro 3 0 l j Architect/Engineer Information Name: A/avly' I y! fi Phone: y07-63 9 -2 3 _5 ? Street: O kl a Dr t, ea S Po/ Fax: City, St, Zip: l u Gia,'l Y =. 3a .9 E-mail: Bonding Company: Mortgage Lender: Address: Address: 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 JOB SITE BEFORE THE FIRST INSPECTION.. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain' a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal_ The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoi be done in compliance with all applicable laws regulatin; Signature of Owner/Agent Date Print Owner/Aeent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print p'r'a'• ANNETTE SCOTT ip,. Notary Public • State of Florida My Comr t. Expires Jan 16, 2018 Commission f FF 071760 BMW Through Natlonal Notary Assn. Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY irk will to Me or Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Z 2 UTILITIES: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: a. .-tp ms+a 1 t r x s t S keJ wi-> k IN11'k? i r—Y7 UrYJ 5 Se4-6iac, s . tlii IOcalb C hawn- Revised: June 30,2015 Permit Application Rom# R EQUM, , D INSPECTION SEQUENCE 16 6 2 5 Address: BU.L D_NG.PERM' J Min Max ins, ection ](Descf! tllan Tooter./.Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final .Roof Final Stucco / Siding Insulation Final Final Utility Building Final 'Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile .Home :Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Min I Magic Footer / Slab Steel Bond Electric Rough T.U.,G. Pre -Power Final Electric Final i. 3 xMinll)CIlIlD,: scgTERMinUndergSewer Plumbing Tub Set Plumbing Final i U a 19GA IPKIR, H . Min Max I M ection Desc]C-ll fion Mechanical Rough Mechanical Final Min 1<- ns:. ecfien ;IIDessi, 20n G. as Underground iQas Rough Cias Final SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BU(LDING IS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT 1-0 PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED, THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING coo IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. N 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT j SPACIING_(see table 3) 4_ ANG;HOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 11 m THROUGH THE 2' X 4" BOTTOM PLATE WITH AN 2" AUGER BIT AND THE EYEBOLT(or Z" threaded rod) IS W FAST !NED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per Ll manufacture guideline). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A 2" X 2" BOIe NUT, AND (2 ) 2" X 2" GALVANIZED WASHERS. 5. t[I NET IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO- LEVEL_ A 2121" HOLE IS DRILL INTO CONCRETE i 2" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE 2" WEDGE ANCHOR. A Z" X 2" BOLT AND NUT W/(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL. BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING- (see table 3) 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH 1) 2" X 4 2' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED.(see table 4b) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall be "mobile home" type HP-1 single hefex eye auger anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not less then 4,900#- 2. Anchoring system to ground per local building code(by dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab Shed Width U lift / Side of Shed max.anchor spacin 13'-8" 2807,/ LF 3'- 6" 1 V-8" 240# 1 3' - 6" 10' zoo# / LF T - 6" 8' 160#1LF 3'-6" 6' 120# IF 31 - 6" TABLE 2 Runner Spacing Shed' fdthft9"6'- X3 10, e' 6' Values from end of joist to centers of (2) 4' x 4" skids only. 13'-B' wide sheds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sheds(DW) to-;-- I -,i k P-4 T- Shed Desc lion Pad End Pad Side RunnerPadT Interior Pad Side Runner Pad TypeShedWidthTypeLW'-PLF End Pad I Max. Spacing 13'-8" SW/DW 4.15' 1332 0' - 6" 1- 6 -0" 1936# I, 11, III or IV 18794 I, II, Ill or IV 11'-8" SWlDW 6.00' 1480 F - 6" 61-0" 2558# 1, II; Ill or IV 25584 1 II, Ill or IV 10 StN10W 5.00' 1400' 0" - 6" 6•-G" 24004 1, II, Ill or IV 24004 1, 11, ill or IV 8' SW 4.00` 1320 0" - 6' T-W 2029# I, II, III or IV 2 or 6' SW 3-.00` ! 240 0' - 6' F-0" 1658# I, II, III or IV 1866# k, II, III or IV 1. lad spacing Is end to center of pad 2. Pads other than end pads spacing is center to center. 3. Use same max spacing for interior spacing. Type Pad Dimensions Max. Load" Material 1 T x 8" x 16' 1Y789 concrete block quatiSy cement & sand mix 11 4" x 8" x 16' 3.5009 concrete block quality cement & sand mix III 16" x 16" 3,950# 1 ABS Pads IV 8" x 8" x 16' 1,900# lconcrete block qualitycement & sand mix Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" maz_ without reinforcing. 2. Pads required on 1 T-8" & IS-8" wide sheds only. 2" X 2" FLAT WASHER W/} NUT SIMPSON HS-24 CUP I { O O 2" X 4" BOTTOM PLATE or equivalent 2" X 12" FORGED EYEBOLT 2" X 6" P.T. FLOOR FRAMING TYPE I, 11, 111 or IV PAD WIBLOCKING_-._- O O AS REQUIRED O 0 SIMPSON HS-24 CLIP(87o#UPLIFT) or equivalent X 2" BOLT W/(2) 2` WASHERS SIMPSON A-24 CUP or equivalent T ( 1)1" x 3' (1.200 UPLIFT RATING) EXPANSION BOLT OR WEDGE SHED WITH SKID ATTACHED 4" min - ANCHOR INTO SLAB @(spacing per SCALE: N.T.S. table 1) CONCRETE SLAB BYOTHERS THROUGH LOCAL CODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE SCALE: N.T.S. x 2" oalvanized washer vith 1 /2' nut threaded rod 4" coupler 2' bolt & nut wl (2) 7 x 2" - anized washers(2,000#+ ar capacity) 12' forged eyebolt iurricane auger anchor STRAP DETAIL scale. n.ts. x 2- FLAT WASHER W1 z" NUT 2" X 4" BOTTOM PLATE Tabfe 4a Anchor Spacing of Auger Type Anchors for Single Wide Sheds ner nr Shed Width LW` ncha" ex. ntenorS ap ` o T- "11 o 3'-0"10'- 0' 5.090 11- 0" 3'- 0"IU-0" 8`- 0" n 3'-0'10'-0' 6'- 0" 3.00'o S-0' 10'-0- Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 30" E e Au er Anchteo Enr Shed Size LW` U lift PLF d Anchor" Max. Inriors cin " 10.00 00 I V-0" to 3'-0"1 5'-0' Load width of uplift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30" auger anchor or x 3" expansion bolts_ Notes: 1. Anchor spacing is based on a 3 second oust at 180 M.P.H. for a Exposure,'C' Enclosed Building per ASCE 7-10. 2_ All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4)_ (1) @ each comer of shed for sheds less in length than the maximum_ 4. The minimum edge distance for expansion bolts Is 8 diameters or 5" for expansion bolts_ 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end wails as close to sides as possible. 2' X 4' BOTTOM PLATE NAILED TO 2' X 6' PT BASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION X 12" EYEBOLT OR 1" THREADED ROD (IF NECESSARY) WITH 2" X 2' WASHER AND NUT (2,00011 CAPACITY)# UPLIFT COUPLER IF NECESSARY w EYEBOLT AND 30' AUGER ANCHOR FASTENED W/4" X2" BOLT AND NUT WI(2) 2" X 2'FALT WASHERS GRAD)` SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE: N. T.S. 1) }" x 5" (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2" X 4" BOTTOM NOTCH OR COUNTER SINK BOLT THRU 2" X4" PLATE T 4" min. WILD/C I_ SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N T.S. SANFoRD FA 61 01 / 01 W 12 02-23- 2012 02 29- 2012 04-02- 2012 05-02- 2012 06-18- 2015 O d Q Z> W U ¢ ¢o W cn > O Oot' W E 2 co W z dQ< Cn h 1 6 - 6 2 5 SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (9N- 3} or were analyzed using the Vult Stress Design. A11 materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure "C", with a wind velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust) DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORY STRUCTURE WE EXPOSURE OCITYSW180 M.P.H. (DW 190 M.P.H.) MEAN. HEIGHT 9.85R ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING N/A WIND LOADS Roof Wall 43 56. 45 41.95 34.08 WIND LOADS Roof Wall 9.9 48.94 41.62 48.34 DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD = 125 PSF FLOOR DEAD LOAD = 8 PSF ROOF UVE LOAD = 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL. PRESSURE COEFFICIENT = +F 0.18 O z SHEET A. Ueatx, Jr. P.E of FL PE ; 35816 ti 4 ` x 4' CcidaaT wind breLing) Wnl_ SEE ziul an am rive i2 { Z) 2x s+ce he dcs d (2) 2 x 6 2) 2 x 6 p.t doct }rocs added- Lvaries-} 5 D.0 pl: to eat, sY..e nm to6d beat.`ng1_-gsn3ge darx Ir%aalBd ii u:rdrtum coat wfs gray_ doer E•tisr3YEe7 $ # double zlrhes r aarage cl rii ta9e dcoc aT i x 4 LvidBL g {ryp-' y _ • Tan maw DCOR s.^e note 2. 3.;: vzr>es .x 4`L-Sx3cng _ - ewslt anchx dcSds EN D S_R A_jION VMf DOOR TWO 5Y00 fACIDHS - srduto 12 s0ule ar die k 2xs mcJi's ;.errs do- T V x 4" br'idgb:g(,ind Diadny+) Pd-'-) 2 x 4 sdxls (4'P-) i .7 x-4• Lo see wall aod':or d!fs 1 - 2- x4' btodrfig P' Z x 4 b=T p:al_ 2 x fi p-L end lei Sm,p o 3.7a - 1a; ) ;se.: I_SC 4EM IC OF SHED 3f4' IBA pFf..xrd a ad' e.-r^.3a 4 xl 9dds P- S"T>Asor+ LSTA-13, LISP sca;a n ts. T x 3 ''D. E, EVATION FOUR S'iD mama C - .. far LnfrrL ria nc(cha v. sae end alas a, ux'11, 6co fE I' ALL ANC :CR D ET,t LS e: h35. 4U12DG LVIOTi1S C. 8'.1 C. 11'5', ar 132• I - eAra 4' X 4' m-nar rz' .7,td an 5 7S' nJc )oL1[3J;,?d, B-.9krBd nBu=S 5yy grno:- e p;y-Scald :vladHttioTal -C" X 4` o - S:'rPsorr HS-24, LISP n -b CFp ar-quivnienL rrt"s.iad at vary cxnK'a, beSvsai ' Z' x 6' Pl d ptat_a for bae ows 1 i 7 ptWe1t' P ).41 ' FLOOR FRP_'.lir G PLAN 7- G' x 9 -dear 7>dc-t J h' P- 2' x,4- on._ rheadar i E+• x 4`xsridwu header g LZE 2'Y`v„ndoW vll E&' 2- z-1' b- dnrn pb-Le rc' T &G P1Ybca'd SSp_< r I-:K t.'SF PIT-6C-p W agLu,naY (CW) el[ s rr wan a•-.3zrde SIDE FLeJATi0,N WITH DOOR & WINDOWS s¢ Je • c i' , B7R) i t G r see z 111 de-- . x S Q.1iTo,) aqulvaJent i ekconnc.-paL^sIlo L tr Yh side) doe e,al aT Back OPTIONALVJOOD FP_AdVE . DOOR CCNSTRUCTiON SCALE- N TS 42p- L 2x4 fierce {7'p) 12 !:-{' x 1219- r.,ogh 1' x4' t-idmr?g(µiDd txEa'g}'i dove 121W a`r2p,L 2- x 4- bs:iEi'typ_) s totdn Ptets i^ X-R'wand bmL eftyp.)A Y ( oil( rxTaiBlS i- 0-' {%1y'='d Z x 6 t sfde rsa SEE- 51DE F1Eva:)GN J'ITH OOC2S i.ND v Y1INDOWS FOR INFORMATION NOT S40"-, f EIGE F} EMATI ,N S r WiRJNG CV.GRA?A L- j be rsr 1 tail' {a 1 Tn ai GF_ L ol!,rct ba rs 3' x. - (t.GTek) orr_.; uFvatriL Arch D:rtrif for= P:atc s Ie: nLa_- Sfmpa B KS. -24. LSp Ffo. C.Ep nreC2Ltglesr TYPE 1," 11, or Ill COlg6RETE QR ABS PADS Wi SLOCKWG AS _ REQU RED SITED 4YITrl SK1O A T TACREDL = 2' zJr- st: d R`x4"£+rBdx I t 'Lnfna: r. b'irr 3A ,.-•!'.`.--'T.(fru:, f On SET UP AND 1.4SfALLA-PON OFSFNGL-- WIDE SHED OT-0t-2072 1_ B'JfiDM3 15 PLACED R1 fc L TX'N ON SCH EO:Y. E.4 F,' Ta ALLOW FOR hXU4"BJ EI.T TO Pllh4 OF &COARC UIS7 TO Y_ OCL. fe,cc. PRI.x'srr Lv_cicL CODE P.EV7_ c^; 2 d:._ IiNris BPJf -d=MD THE WIH SPOrQ- YKE GROUND LS E9TASUEJ © TY.E BLJILL`3i06 CLD0(SJ ON T:fE HICi rT2-27-:a712 U3-7iZ07Z S- f In<(, SPOT"I"O' LEYY1.FD_TI E OTHER END A DDc milk -DING 6BROUGHT(R TD LEVEL AMD BLOCKED. THEN TiiE CD7ER CP G2-2s-20,i e3 r:f51- f a< THE BU4Oxti kS13Z I-IXTEO TO LEVEL, BLOCKED eHi}Yg 3.AF(ERTr1E et iS LEV'.l 1.lOE:E P-iDG(51.READo :V .V'i- r i-'lECfS G75PtC. fc R..r.x:rc. 511:IcnEt:ruy, fi, I hNCHCR PLACE f.TIS EirAZLLSi D_-Y TM WID'ni.'x THEu'JLniUQ_ HOLES AFE CI'L lfiZ THROUGH 1.E 7 X- U.Si:GE P. OTTOg PLATE Y.' THA S-AI.T afrA3a7-R1 EY®cc, mJ=L_, eNEDn'rm PUG-_ THE HOZ< K DuG FCR A 3a' EARTH rLSY.i.i9.S ± FFI AHCHg4 A.+D BJ,f,3<1-31®. TtfE EY'EB( T-' 0NO-'JQiOR AREFSTFJ.'ED 1qJqfA- 7 Y_2 BCL.TAtGT wT, IF THIS UHrF3GTO T, L -170 AOaNCRETE SLAB? auk wo:4'SET `THE CzNK ' SJ3 N.'D S IWNEU ua TO LEVEL- A I- HOLE5 DR-U1 D W--rii A t AA -ER DN 3NrD CONCR 7E SU81 Cr: fL4 JIX4T_TNE Ll`r=BOL77a fA57?i' THRODUH THE BOTTW AVDAtA- 2i Sa1Pa0H CUP) fSPLMED OVERTHE I\4tJG£ILv.7iLFt.lt }-XZ'SOt.T NfS nJTl;j Srntrs tST,`.-'18, i) SP iS)_'-iB r 4%Us TO Fas7FT1 T'rtE tl'EsoLT AI.`D sarPscrLLS 7oGt17E.2 HLaricana Step Or :i a-';L GE-,16RALttOT`Es & SPEGFlCATIONS FOR AUGiZ ACHORS hg} a4 slfds} 9_ zUx_GN3 AIK lQ 51WL 6c T4Cflii F}!/LE'T7P£ .9 ANOiCH MAhUF.ICIllRE9 BY PRIDE l rK>E,=,.s., bTi1S(Lf_RINTI GS A1rcFl.l--Hlll;.DC•lG Pd.'; t$NO7 rfS.4 THA.v 1,5( 2 hyGiOR9ItGtYD PEA Y)-3Lj SitACED EYE61CILTS S"" m_.QUQLDCS.LHTOSiiOFLDALFP.}LOCR7E 1 EYIIDLTS s"U-LLeEaShCdTrt_GY1G4 T,- BCr(CCl rxJ.T'E hn'n FLDO2 s'S-tEFt I Table i ad ' Tab,e 2 PamYer SP- dn9 CODE RCV Prorz_:;_.-.af cr:.: jo. =irr.) Lt EYFsoLT 135"' - i'-iO Y. $- i t- s'-i1 1-n Rtt:slil or AUGFRAticHoR grade cychdt zrd anchu }Diced Va! tJss frcs, and RjrJfba a [enter of {2} 4 X t aids crtJ'_ -13'-a'. tsida ter}s t the (-0) tebL of afdds' Slrp?o t Foos^g Pad Spa cng For Silica W&(S Jm or s 1oge9rer-.vlvl-x2-boft2nd gaiv_ vnst>gs and'nba Eaiab RL gcTi_ fAl S - pyx TP„5, LISP NP35 1. Pad sP6Lig Ts end m rs4derofp6 N'tPrata a agvi,.aksrtv82Pack iLr than end pad is cwdt r b c"J- Use: iOd) ne(Ls 3_ mspedCarirrNiictnrmLzs_ O ay x J m talc . ts. n Z X 2- Sy',u- gafv. W 3ix 'qlF nut Load vidL4 cn P`ed ax 2, WO PSFS 3=.arilyd Ca Fsc y7 000 PSFts cep_} t :r , X 12" fu3ed aye o$ 1 • c' ` X 3(570; uadt 7tr7ng} quns'on 1xit Nola i. Ho11au «-.."r.Id conce' e }loess{cxdxis r.1r bEr stacked c,-t +!s f pio(T .sFs u *J 3' uridtcitL 2" p ''"k'+T3 2. ABSPad rcqu.I-ai Ft li'-&' 813 3' wk;a hu USPIJSP RT. 6 Cep cF or wsdge znfior in*7 z onl)r equi,re! er,i slab ( par able,) Tv, i<to And;er SPart..g.1-Auccr Typa AndT Fc'Srg'.a W6. Sheds x 2 be, W (2) E n T_ 2'X 2' rrati - 3 17 J , cawzte slab by cdw& Ct' FQ V!h'KlD ..T? Jvf'T+F,'T ChifiDjx rE. 1 -0 apply Codes B ) u .&Et in TO Ck)NC:PEiz y - t. TaN- 4b A c)` rirg Spaciml, , AL>55r TyFs Asxhc Fa-IIoc>51a'h9d9 5hetis Q ? e a.., ya-rA .c-T 1)' XS-(4OQG upzi'i bon. N12r ff alino) wedge ancbcr fete J ool,gs e xfab atsp_-6Dg Dca=c*l cfatd a, Jo.:r ar zc,rJ,or A ro sy o g fs 3` nsim lbdbs- AN1_.0RHoTEs 1 E G! 1 5_- Steb a ci - f f (P ca 01) tM-}{f14 SPAL`J.K3 LS el-SED OH /sty i-, o FRS A CATECkDEY) 2iC1.QR. Ell flh`3 EFP_ 'c" zALLAZ LJ:'"T+r AP.- T E BG1E ACENT TO C!1-ERC-fl ? T_ L-, Code:. 2 Iur-:K A_ 1f ircit_--- Ply retch cr 3.THEE::+:.rau{l hLIAS riGFANCHOR L4(4}ONE 4-EACHCOPW'Si Or SHED FQZ Vi®S LESS N LEJ4GHT THM THT 4Al boiLllrh%Jofi<.-." amLXl 1_THE 1'' tL•" A mEDGE 03TX. CE FDR - AnscN EOLTS G 904 S-Pv2A ExT"LSKW HOLY_ G_ Ar S &'t LL I>~ i SDE'. vAtLS ELi'T TlES`uJ mi 2` x 4- bcvra-n pfatc nailed TW @r t9 PLC 1T TD AtJ hiJ;tDIYlG W XHIR! rJ 9E Z'x B'P.L 5xp AkC,`iCWS CA1i rx P1aCE 4_F3-K} wKi /. O,L'SE S PC`9s:elTo S'rDE wALLB Fr Vhd, F.r RrYr'.OW Andiori;d io C`-,awe GENERAL NOTES- L ALL 2U;tDNGS FRUU D SYL Fr, TO i20 -IQ- FT. ARE EXa•AP F FP.QM \47ND-BiDk, bEBRIS tl_ p T STANDAP,O PER P-ORIDA STATLIT S: 2- AL-' FROM OSQ. FT_ TO 400 SQ. Fr.-f ARE FORUSEIATHOREANDTWOFAM3_Y Tx bot; p(_-tn RESIDENCESARE S<EMF' r FROM DOOR HEIU't-rr RE-OUN2FJ,.F_WS PM-n- F6C_ 3. ALL COFAAYt MLF3UllI}IHGS AS WPI I AS RESiDENFV,L 13UttD64G5401 6Y]•: FTOR GRF}.TER ratite: 6 v 0 6p\LD/NG AFdFORD f' ARTNL I 2' x 2' cquJe '" eked _ IUUST CO" -PLY WM' THE 6'-S- DOOR HFJGHT AND THE MltL AKD `l. kK V,40TH RI: WAU Z' F -_ TS_ . 1 6 6 2 5 stae4 was erv'- ; nu( \ 4_ ALL BUILDINGS 400SQ- FT_ OR LESS V,'Mi 72- DOA HUGI,'T ARE ACCESSORIES TO 2`z-c`b zpi f T8D bytxard Y5` to 24` SFr.Pson FIS- 24, U i;s-2€ Cip ar' 1T NYi;RO>/£NT D i AfLS ogbe-vaFCrd (LyP)z4 s4irCs s Ja: 1'= 1'-0' eyabolta-id eramr }Diced rest -an anchor drs_ ' t nerilcb mOcdber :f,,. x< and (2) gaR. aid t rxs sxr x. ! d i ucm a, ma Yx-r' Ld dhv 3X.13f F racd 2 T I Tz4' adsa 3' Y.1:T4" a2 road . 5L t_C, as d Y dm;-.-, •--> r_:t--sor 1 xr.rdy m. e •' Z .. I a C- x.T31}rldc TSG .aard RESIDE7•IT1AL STRUCTURES. - 5.-HIS PLAN WA3 DESIGNED PER TFE FB-- AND TeE FBCR S. FASrENERSFOR. ROOF R7•tD WALLS S8 L_ BEsco7S@:RllGRIP t r-TALTO WOODFASTENERS CD At1D SNAIL. HE S-i X i' OR EQi1:,L Wl 7'(MII`7_)THRFAO''8.`E7R:.T}D;NTyp.) Z o 6'side raft 7_ GA3TTEFiS TO BE t~, 7STALiEo Ofi SITEHY Otl-16`ts TI- ROUGH LOCAL -CODES. W o Ey° Eo ec Tl sadodRod SHED DESIGN LOAD REQUIREMENTS FOR THE: LU t 'Coup g fNeceSsanCcLa ai 2014 FBC-5, Edition, 2011 NEC, 2014 FFPC z n Sez Thereby certify Lhat i have rEvi=wed thes!E-P)ans along ;uitfi 2fl but'. -ding materizfs and u' 1L.-x1xForgedE 1;os mpa-tertfs used in ills manLdzctu ing of Sheds_ The materielaid co-; ponertseither izave a Ffondz Product rlpa tat as rey riFd 6y the Forida BLa g.C ur i cn.f2uyy_{3[ I3) Q 0Bo a Hu one.4ncf or Gr v%re analyzed using the tLLtc Stress B-57gti AN 1naLials and cd npoiTe iPly 17y .. _j 2014 Florida Buitd-ing Code, the RondaMan ufaLtvrati BLl id na STu nFtt` tLE.C_;ora caf i_ Encinsed BLaldn ry 9. Exposure "G", u'litt a a IcnSs. (fhree second gust) ' :..t .:. -=,:v'';`iDr_,` •__ _ °:-_ _ ?. j-, DESIGN PRESSURE = rta... YVA. ' • a f! <.: FLOOR UVE LOAD 75 PSF DEal(.- GRi -ER1A FL DEAD LOPD B PSr EUILDING CA-i EC--ORY 1 ROOF f_NE LOAD 2O PSFSINGLsEeePi"-Lv'iiXel for UETYPE AxESSL4Y STRUCZ}RE ROOK GEADLOAD6PSF AUGAC1TIhTcTRt1ALPRESSURECO FGt' @w?T-, :d2. ig SJi, 1 .. OF13DORS.7 E RATING NIA ENCLOSURECU?SSLRCATtON ENCIZOSEB RECORD COPY REVIEWED FOR CODE COMPLIANCt PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT I-%UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE P, ) LDINC, QPAR 1 6 - 625