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HomeMy WebLinkAboutProduct Approval .� :.�I«'_ ur}W.. - r..r iA.D'sy w;,4tw.. ra-. �_;`a ) ;+§..«.'x,;11"�:`t�l; '7 f(snl� �; w�:.,....._...'.�J::•��,,,:'�.��'S F;; tili.,.,'.t�u',i��:'d.�.{.�yi�<_'":i.f'1:� i�.f .�',y;'�'' it e.l (.i�4�L:t:.:^G..:4,w Y91";rp?.?,3+,)':T'.7.: '.I�i i E �..... ��s it,. -.tt'i`.:£-is�:.:.J '�:- �?','.`�1 `t: G'1.ijTilti:'��i;�! Y'W`�t':�:�„qu a:ti'rJ�.'Vt( ».� Lk�f'r1 LU 1 Q v iv• J. {FfES1.90') (FFE=51.59') A. (VACMI) .a ii-18^—` u iii iii ai rii rn ''-•rir rrr----� C� id 89'49.'59" W go.00" ' LOT 19 (VAC) ox x BLOCK 23 E # FENCE POST ,%' .•' / / :' ,_ I -- '"�- ON LINE SEPft M.A- N - - Ari NGE *9611, SQ. FT. r I" 7- © APPROVED S-W/ ( uN Q 114.54 . 18.50 .50 I x' ` �" ST LUGiE G4UNTY HEALTH DEPARTMENT X `� '� Popp. . ENVIRONMENTAL HEALTH DIVISION � N, 37.00' LOT 18 ° `�' LOT 20 (FFE=52.99') (FFE-52.33') \ J PROPOSED 3/2 hESIDENCE v 7.578 SO. FT. - A/C �' NC 4.00` #7805 . 1 NA 00 20.46' F JN • .V'U •• ' Qr F Q - r+f PORCH o � "``�, Z t\? 2LLJc0 CJI , (n CV 1ZZ x X L` x [El °} 1 ��� _ I aATuu OF ELE ziI ..PROPOSED*, l _ i : ^} � IT is THE OEM PROPOMNEWL 16"DRYV£ _ - SETBACKS PRG \ £X7577NGT- tMPROYEMENTS h- FD 1.P. FD, *p I~ y'• .. I w (P}R.M) S 89`49'59" E §b" LP. I T J AL 474.97'(M) — l r �� r 475.00'(P) bo' rJ �A i G a S#. Lucieojn FnvirnnmAnt Intertek-PSI Tel +1407.304.5560 1748 33d Street Fax+1407.304.5561 tnter inmu Orlando,Florida 32839 intertek.com Fl.Engineering Business#3684 psiusa.com September 25, 2017 Mr.Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-0772 _ RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Lark Builders Plan Number: 31410 . 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 i These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) I As igned 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 C.,Martin, PE (FL) Richard Olds, ICC#5107840, SMP-45 Department Manager Plans Examiner Building Science Solutions Building Science Solutions i Copy to: Ms. Berri Howard, Lark Builders berriAlarkbuilders.com �fxwm��,l PSI APPROVAL 2017-08-25 • CODE REVIEW ?'"'�� Pnroet/On015em0 1 0 _ onanaa Plone,a=a=9 /� AT10 PW�u Fuvaw PalwO n fC,_. _ ROOF SHEATHING OPTIONS: w��p�q�.6vt4i5 � �a+ BOX RIB ALUMINUM mykDNwa"v o•c en ,. „__. — 29 GAUGE STEEL AG PANEL PEO{=e s — STANDING.SEAM STEEL — ASPHALT SHIGLES CODE INFORMATION CODE Wt" 50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF - ao TYPE Eeuuolla TYPE itwE vR0TEC11oN laa mr supP ou sym lair DCG MKI AU,DNA®E RVUBER Of STDPoFS 1 VAULTEDDl9e NDa MEDr.-IeaeM VAULTED emo m SLOPE i SLOPE ENCtD RE aTE1aAL PAfSSWF CDCFFXXa 01PDNrA FACIDR I.la ROOF DEAD LOAD 109 p _LNC LDLD >ovs m woe w>rt IW I tLODR Dun Low Ia9 DOOR LW LDaD i Q Tf RA1lIF OF NA115.RDOR,iroOF N/A i Lv STANDARD YoouLss FELL waDoa t SLOPE NJNRIC4ff PRDTEMON USwF MD NUPRIGWE SItEDFN IISADE No DPIIiPE FDDTAGE >le 6art m l� DO Q REVISIONS REV DESCRD=TON DATE BY STANDARD RIDG 0 Drnn to 3.5" 20GA. En uj METAL FRAMI 7/12/17 �`' @ 24" O.C. Ox. N/A Q STANDARD. I SLOPE LB—S—W alga Y[Mor PIW?IIR ONII!a aD=er END WA1. TRUSS END WAL I TRUSS - l to L1M�1 too COOOOReoN N1L¢/]SV.laDl A i1�pp��`�Oei41ID 011-films[w e11 O`�TW�� I >.� s�p1M�a Dt�?���lN[YNNW SKnrwIW9 • aYYUL1001'aI�OL�"^DF1B��Da]01{ ' i Y >.ri Kmmvrx rm1 ree loost.t.ewoLas nw as wo Q Flo me Dom rooD `+N ua+a n mL —7 lo.a tEL01ol111R tDD1 IIDeW 6ID[SOINI[afeeaN NMI �/ fIO4R WqR 6®f iAWO m�> Li (11DYM MOPIG NMC4!aS IM Imllm fY1 Noao'b. m I-OPTIONAL PORCH-4' OR 6'--I RAFTERS ARE IN—LINE WITH WALL STUDS \\\\��NN T. ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH J `����r'' \,\C NS `�O W .Q lLLJ -. V) sraTe of 1i MatleeN i.BOIdNIn P.E. Rorido License 64608 'D sNee1 FBPR-1 OF 8 dJ`�'lrl�hl PSI APPROVAL 2017-08-25 CODE REVIEW PmraaJPnal eervic I d vee ad, e •�p�,�j`; ' orandP,Filed, aaeae !y'�ty{d "P l IAC vS a`El a4uKOW 1t f, i "1�—.ATTACH ROOF FRAlX1N"-IQ,—,—ae a" TOP PLATE OF WALFLP`PR'MING WITH BUILDEX 10-16X1 TEKS _ PANHEAD SCREWS WITH #3 DRILL - --------------- _ _ POINT AT 6° O.C. CODE I FOR no _ LOGE Yat" uwlwc'm 9UMgG TYPE CCN—Cr ON IYPE Y-e ' -_ fel PRai[CIION Mx 3.5"-20GA METAL COLLAR TIE, 4'-0- 2.5"x.5" CORRUGATED ROOF PANELS I M Su1F1Es90N SIM Nma OCLUmv over¢ LONG ATTACHED WITH (2) X10 SELF FASTENED T 6 .D.C. x.75° HWH SEE ROOF FRAMING I YalZME Nu M OF Sro 1 DRILLING GRABBAR SCREWS.EACH SIDE TRAXX/1 AT 6" O.C. SCHEDULE FOR RAFTER AND i a�aa xwG sPEEG v.-�w.,m BRACING SPACING i i I EIaWSNIR c ENClOSONE MG65m Ili P 6 COEFiIODR .�-ole iuFaxam FeI.0 Noor OEM trvn IaP9 3.5-20GA METAL STUDS ROOF Ie'a Earn —.—.W— SPACED AT 24" O.0 MAX. I H.Caa am UUG I— R00N WE Im I— •m PAnNa o<x.,. ImaF P Moouus PEA aumvc t XUefIX'JJB:PROIECnM IIGeOE N0 SEE ROOF FRAMING MR-WE SM M taM NG SCHEDULE FOR RAFTER AND SOWAE FOOT= ]le WP.w Ira BRACING SPACING REVISIONS REVI DESCRIPTON DATE 6T OVERHANG OPTION DETAIL 3.5"-200A METAL STUDS, SPACED AT 24" O.0 MAX. 3 J a 6t 1T9 3.5" BRACE AT 3'-0' ABOVE FINISHED FLOOR, �/��/1� ATTACH TO EACH STUD W/(2) #10 e: WA SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE LD-S-W �nwa ua xaI Pxlr or n®PUN as ue uE z�eurewle'� IoaF ra aom oaemamN 2.5"x.5"CORRUGATED PANELS FASTENED W 8x1.5' a.we weal w oUawmmx eu.eE 12 3—®r u / R ATTACH ROOF FRAMING TO xa,m �n Fwc ax m•Nnuel WOOD SCREW AT 6" O.0 OR EQUAL. TOP PLATE OF WALL FRAMING w-ma..waPs a,Pa IPuc WITH BUILDEX 10-16X1 TEKS x.0 eomoes wn mae ro uar n<uFFwm�cvr.}ao u Fa waw axenic cave. ' -_ PANHEAD SCREWS WITH #3 DRILL -_ POINT AT 6' O.C. n�ta� 0- �raml� Y P.N KYAI�VE.L u11 m IOOeam..�9,111�pN45�M1pT�HE Ipp _ _ U mM MM aM-N0 ANe Nn RWe9�a8 P M - J Q stem m ra Gow ianrt 10. IC C�aMNC[yON RwM IIII[�e3�aya1M 1 Ilex VARIES, 6'-0"TO 13'-8" _--- _ - m =PmoaNa�1 Aeam°"1em SEE ROOF FRAMING i = ams w %%j%J I'' FRAME SECTION SCHEDULEFOR BRACINNG SPACING J `\R AND \�X\- T,.«e'9�I/�� J � �1GeNsF '�� iii i w �j. 3.5-20GA METAL STUDS SPACED AT 24" O.0 MAX. = s STATE OF r �. "L ORI OVERHANG OPTION DETAIL Matthew'.ea 4W``PE O Florida Ucenae 64608 Sheat• FBPR-2 OF 8 PSI APPROVAL 2017-08-25 CODE REWEVV Plot---SIMI,Ild1lb ,04. , tAd aab seem 0—do.Fl9dda32839 _ L'CriteiONHs°m0 jay IY;m R P[909a9B WALL SHEATHING OPTIONS: CODE I FOR ma WOE VERSM 0 nm uuao BOX RIB ALUMINUM — TWIN RIB ALUMINUMc'G ME BVOOW — DUTCH LAPSIDING ALUMINUM W E V SECURED WITH — DUTCH LAPSIDING STEEL SIDING m`—cmN ssEN (2)H3 OR EQUAL — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) �m a � B9.o T-111 WOOD SIDING e c waro SP v.iwmw DOUBLE 3.5" 20GA. — HARDIE PANEL STUCCO AND T-111 SIDING c STEEL TOP PLATE — HARDIE BOARD SIDING 3.5" 20GA. STEEL NMI&Pam CoDlx r POLYCARBONATE GREENHOUSE PANELS TOP PLATE "P"`E"'W Ea`n°" '''a END WALL ,m F M MOII OUD Loao Imv Panna ua Even K. w Pm amn yanmR imor w. E �Lan.as tis REVISIONS REV I DESCRPTON I DATE I BY 44 P.T. POST 3.5" GGA. STEE BRACE (2) / // // / // / #10 SEIR TAPPINC SCREWS IACH / / / / ° '° MTB E (1 INTC EACH Fb 4GE) / / / / // mr. 7/12/17 N/A IB-S-W / // / / 'mvam..iRMOarxWs xor Pwa rc n®wn Gn uo uc aws auam9" n rB Rn¢Muer mowmui 4.immmm ro°04'�a.wou emwuo ..k%UAM raw aoaweaml awE ac n 8..,.o®r u wm eao m rr.ru.ww w-amaaaB 9ay. a eeErBm 9w-mG w omos mw Inca � END WALL Y a "n<°�Imaauxwals­ Q IluaaomNasoBmwmsv mu 7) a.19 aYtR t.=IM1.1.MOM MV NC 100 3.5" 20GA. STEEL Lda " W niaPniro ra oaa wmrt Nom is or na 3.5" 20G STEEL a a �wo B aw a a as (2)MITEK OR ALPINE SOLE PLATE m laawmm�NmnawswLaumEwaob141L STU X24" MAX. FLOOR FRAMING °" "a"°Lo rromaaE 3"x5" OR EQUAL rma a nmd s w¢MO woo®ro NwooaG J W \\ .1 rcw...... req 4 fIW,� &6' OPTIONAL PORC 50'-0" MAX. STANDARD WALL DETAIL O ��% STATE OF Ile 41 . Fl ORIO PE r=,�\ �. ,\ Naltmw T.Balewin P.E. Ld Florida license 154600 2 Sheet• N FBPR-3 OF 8 e!-P1tRrai�r PSI APPROVAL 2017-08-25 COOEREVIEW PrOAFdi/anL 9FMFC InOudv r" , f" "���•� Iy)dd])nd 9v t H^Y H-1 F1d d—Ul d4'e&j - Iwmnoie•R:mmcm 7 I CCcsr .w iF 09Nn.nG,9N4aL *Tff )+�'uR::n.l:5nn - DowM.e2 W.10•r Vclor G M1'L Fl PE aei)JB ROOF PANELS FASTENED ROOF PANELS FASTMED WBN.BS'-14.76'HWH CODE I FOR TIO TRAXX/1 AT 6'D.C. WRN 27'-I/&lY NWN TRAAA/1 AT e'D.C. ME VERSION ) F REL 1.1d[[IREOR WC 1.61 1.6� IOAIDFIO TRE GGNG RLc11ON TYPE 1. FIRE PRG=`0N NON: _ m SUPN165ION S1EEH IAN[ OCCUPANCY LT0R1S AADWABtE OF STOWES t RAW WPy SfEID L'.-lem,p9 E605URE ENCLOSURE ER1650 1YAS.ONCE AT]'-0' ]?'-]Ofd PETAL BRAW10, ]!'BPAfE AT]'-0' ]-1'-20G ORAL BRAyN0. P/IEBiBa.PRiSSIRS COEFICIFM ♦- le ATTACH TO EACH IIIE%�p 0 ATTAGI EACH END TO STUDS W/(D) ABOVE rNISHED ROOK, WPgRANCE FAC1M I.Ie SELF DRRLNO GRABBER 110 SCREWS,(1)INTO EACH FLANGE ARIDN ro FAGH=0 W/E)I10 I 0 SMEWS,( Wf0 FAM WFLWI (1)POO EACH RANGE a� SEP OR¢1JN0 GRASBCR PDGF DFJD L010 IdPY RNAONG re nFn (I)PRO EACIL FLANGE -marts AemN oe[S OF gNFPI na Rm�IRm ON em DE W OF LE ROLlmcT Oil BOO FOM 1010 - RNmI nDM UO LOAD loa FLOOR LIVE LOAD IddPS w RANK;OF AILS.flclm.ROCF WA OWLS PM fMlDo10 1 NUWOCVS PROTECTION USACE w NGR E F A USAGE No SOVME DOTAGEAGE )10 Rrt,m 165 LILREVISIONS H 9p I I REV DESCRIPTON DATE BY F VAWES,6'-0"10 I3'-6- TO RE EN o m Mo a I�yARIES.B'-0'TO 13'-r— END WALL FRAMING OPTION END WALL FRAMING OPTION „RP W. MTB W. 7/12/17 ROOT PYCLS iASIENED y 1.] RH sDIAN ROOF PANELS FASTENED TRA%/I 0'O.G. N/A A A TRA)IX/I AT S'OLG a LB-S- W 19� 1.(ouMWIW NNc Y[ROR wa Y lraT NAN a Ma 04 as4O1 si�s�o nl�'�iRo�ra wmm mtmrumL iTR].mt v tmc �Igldomu rm waa PSTRLAIwN Am Lm mMm�evON eu r¢p sv.utVr u R IF W.K AR eY Iel1Al11�. A OW- ;v,OeiW�m-T[rt m0}9 Tv0 TMX i.ALL N900Rc A!IO OOOR9 m LEFT ra UNWW OmuiOrls ].e'9UGE AT]'-C' -o.YAx 16'-IOGV UETAL BRACPIG, ].6'BWAE Al]'-0' '-0'VAtI J!'�20GA NRAL BRA01(0. E, NU01i0R Auwe®I[�"rV�a�°'�rn�Rn♦'mn m[ ABOVE FImEHED FLDOR AD/Li GCN[NO ro SWOS W/(A) ABOVE ifLISMD F1LOR w0 m SNDS w/p) Q ®616MR IIAIy1rW ti ra ml{ ATTAOI i0 EAo1 STIR)W/W IID 110 SCREWS.(1)IMO EACH iWlfE ATTAM 70 CAM STUD W/D:)TIO L1-11DOa OVIDE 1H M IDGUA.BAIDNR nW N¢1GG SELF DRILLING GRABBER SCREWS. scLF ORGIRW OUSSER 9UEW9. /10 SCREWS,(1)ETO EALR FVNI.E npx-m� (1)DUO EAC"FLANGE 1AITF•RMS PRAONn IB RFdnpFO ON arlF (1)INTO EACH FLANGE PVOM IS W ra oaaR Aly Ij M d tq F PT 'y N.M. (POnI SIDER OF FAM�RHERI Oi m IL WA-AAOAIOVRE'EON ROEM SO—E'Lw—161A� c1WLG MWNFc YD wdrlLE rLAHO Tq MLCb1 � � (110I1M A1001�ILT NNIS�IP� e0md ......: YAWS.6•-G• 7013•-e' AIaES.s'-o'ro u'-e• I +(y������ END WALL FRAMING OPTION END WALL FRAMING OPTION O STATE OF i(V` "LORI D P .. rrf�;`� / F G N01lNeW T.=*in PP. Florida License 64608 w sNee1: FBPR-4 OF 8 Ipm; SKID RUNNER SPACING* PSI APPROVAL 2017-08-2 SKID RUNNER SPACING* CODEREVIEW UNDER 30' LENGTH Pmreul9u 5ervi0e lndm9 's 30' LENGTH AND GREATER ll, on�ao,ProNe+�:exo "4r'� B SHED WIDTH A _ - iPo°c:slore>7""A'w T2. R SHED WIDTH A B 15" 42" n's 5 s 6 .§ 6'-0" 12" 24" �P a"m,m,v,,,c.A•m tt Pe annxs B'-0" 18" 60" 8'-0" 16" 32" WIDTHJ I 10'-0" 24" 72" 61-0.11 2"x4" 10'-0" 20" 40 CODE INFORMATION _ TO 11'-8"1 2"x6" mDEvosa 24" 84" > 11'-8" 2"xB" 11'-0" 22" 44" c ua Damon c .11'-8" 28" 84" 11'-8" 24" 46" L9lmao me n. "NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE nusrnui�u aiN� na 13'-0" 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 13'-0" 26" 52" n9c$PPP69aNsmPu w¢ 13'-8" 40" gq• DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND N x sm�s aaas ARE INTERCHANGEABLE. 13'-8" 28" 56" eA4c wNo w Im n fl Pa509[ c -VALUES ARE FROM END OF JOIST 'VALUES ARE FROM END OF JOIST LxeLosu9c oaaasm TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. NrtnNAL pl a mLRto •/-0.19 aagnANa)Aa109 i.n 0'-0" MAX. 9oo1 Duo Lao PM 16 O.C. TYP. mFL Duo _ )Loon INE Lao 19ays 'IY P.LNIG Df MWS, PDW WA Yl6 PEIt lanowD 1 NURn10VlE Pn0LEC110N Ir 9a NIIuAn F SIQL181 lIW{ NO SaDwE f00iAD[ )10 60i0 In 165 ¢ ¢ REVISIONS REV DESCRIPTONDATE BY MTB Dalt 7/12/17 n N/A Ul LD-S-W N�A9c 901 or n,a PW m Ala A¢ >,ua Nwa n M 1)alR(016}AW0al a m00�i roL Paas 9a*MLAmI ��u4tD1 ieN me��mN lu+6[R sn.®r u - s m,xM6 owl•ao 5a n.9u NOx w m'Yaa1Y o9a9. ac Osnllm ON-vn w anma Ix9u tYx )'N�'np1�A daLM�M YNY6Y lPLaGnoN4 IN IC6tl011g6.+�aM IAC lew.1>�pnVQ pmi A�IOf Y � MUWw[OFB®ICM�ST4IDI1�Q D2 3D11 - U P.N aCWmYC NN RD IW61.1p.�BA,�DfW 9Ni MC 1W Q 6alni Rtt lb Im IWi A9[ xY6 109 lH M -0 �ro ra owL Imn`�'p rgmn Isa`�im v n¢ �' 91���aM rwa eum[ee�ap(N7y9gL� L.LJ lY.N PN m69m�wNn�ir Iu FO�i 6,91�i m WlW M tV11II9nI�mLCL PII�ILT NNmw!M¢NR 9W11®IPl"wk. Doors `%"%J1 ill"I ......:.BA•.,^�<��iii W • ¢ ¢ Fw- Q . 11 1 STATE OF f LV P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6L4'—O" O >_ ��FS+`.....1D JOIST SCHEDULESEE FORRAING SIZES S.Y.P. #2 SKIDS OPTIONAL PORCH 1111NA; O� MattoonT.B91Enin PF. 2 & 3 SKID FLOOR FRAMING PLAN O Florida Dcen9e 84808 shoat FBPR-5 OF 8 ° � bi PSI APPROVAL 2017-08-25 0 T • CODE REVIEW Pnmcvra,w s°mc r aN y���yyy,'' _ - omnea frPrres]mD ti!-B - R��NPa6.6!]I•I6 `�kn?;�_� tir,M.tr° _ 1116 —^ DeyN,.em W^>j•r VSUI C.Y M rL PE°B]PB CODE I FOR 10 14"x 1 j" NOTCH WDE VERS" FOR EACH JOIST ur Nem . ,min Ine°canon we ewawD E musmueroR>rPE >-e ATTACK JOIST TO.SKID WITH &'x4" M PRD]EWON Na¢ ° LAG SCREW OR (2)SIMPSON H-3 f9E s PP�ON "! o6eUPN m ° (OR EQUAL) AT EACH CROSSING .uaemE xu eEx v sroa Es Me wm sPEED 12" LAP SPLICE FASTENED WITH (6)h"x4" LAG SCREWS ON INSIDE, (3)?6"x4" LAGEmu�PnLsu¢mvm m SCREWS ON OUTSIDE (9 TOTAL) JOIST T 0 ' SKID W—MM Pyr o amc oE�o Lnsn rory CONNECTION �IM LOAD m� YDWl6 P61 BU4Gtra t MIRRIPI,AE PRD1E W MICE No 4"x6" P.T. SKID SPLICE ],EeD=wDE sour¢Eamux ate san.on Is6s REVISIONS REV I DESCRIPTON DATE BY WALL SHEATHING 3.5" 2OGA. STEEL STUDS 024"O.C. °.°8, MTB ' 7/12/17 N/A 3.5" 2OGA. STEEL ° LB-S-W �2 SOLE PLATE SECURED ""a 6N0"QpfM°n""�"w'e WITH.l%"x4" LAG FLOOR SHEATHING 0 SCREWS 016"O.C. FLOOR JOIST ,yw,��Do� BE�n,,, • r� m. ]w m•v0 sss mo .Nm a-ms m Pnm>»a Izn as uht au slmu]ao a .cmouscwuw warwar°muol,'iml^s�saa us rm x y ..>wr,z off.v,.1 sr,w v; 'mli 1.5 r --------------------- U o.ti`�iLmv]e Eae ree .w.mca,w>u.wo SENCO K28 (OR EQUAL) NAILS, TWO 1 7) P,m""LiOMr,o., 00 -r�',0°aem» .oL�a ROWS 1.5" FROM THE EDGE, ® 12" (� � rvemu - — — � s o O.C., STAGGER ROWS 6". ----- ---------------- W m tnmmr rsmsr wrllDna uOl,m reams ran sodas 3"x6" SPLICE PLATE FASTENED WITH 2X BLOCKING BETWEEN SKIDS AT a (5)—SENCO K28 (OR EQUAL) NAILS 2'x4 UNDERDOUBLEJOIST BOTH ENDS SECURED TO END JOIST `\\\�W T.�Q�//�� EACH SIDE ( ) WITH (3) 0.120"x3" NAILS ®12"O.C. �� % q I� SECURED WITH 3 0.120'x3" EACH SIDE STAGGERED J �� �O�- NAILS ®12"O.C. STAGGERED w `���rerr'�1GENSF `.kms0, (2) 2"x6" P.T. SKID WALL TO FLOOR STATE SPLICE SECURING CONNECTION DETAIL Q ,oFLpRIDPrr�c��`�` Lij Lr Matthew T.BoIdwin P.E.' 0 Florida Gaense fr4608 0 � Isheab FBPR-6 OF 8 FasteningSchedule{r} 29.Jlstteband1.19 w 1 �jnOIo- PSI APP C p`'���'I° 708-25 hea^�I CODE REVIEW tFBC Table x]04.70.71 3:1Mc ata •„rgrta+"`- dyers P .1h; 0.1 17a823misb�Mcefneua i��f•Y Connection Fatlst Nn sun Location 3D.Ledger M ]-+w comm 827 gWs a0 r4tnmom(2 0.1311 1 4-ri 0.131 m0. Ferorollstl each N 1.blst lel sola r J- .!.ante - arlendq Flodea}}e}v sF`"•4�`a' 13-3.14 cab n - - 4-711 •gapes b,e nL.ww Aeaaenn. a5 - ]1.Wcodstmcluml parolaem paNebbaam(b) U7 em bas W(.,Lq) tc..Sl0ian0 2 Beeping t.)aat, 2-80 common R 1?[at 317 3a 2-3x0.233 m1. :loemf each em SUD5w.mafadwaOeMNNng(to trar0tg) 23'B'[0.117MU(n) IL as. 2-r 14 eothe es 11419 pogo(.) peynarcm wmser vawrGA nm •'"•«"-.... J.1'i r wMw or leas to each later 2-8d common 1?[0.131 ten reU RPE 4n}0rB 4.Wldall.n i'.6' ,M rto each 1,1 3-80 ewnmom 1171 31 toes-all SOgb Aoor(combboUan eublmr4admrymentm IMT4,314' Sd(d)ar6d(o) i 2sUd0om to et orglNO 2-tad termor 1?.0.167) itlbd and bee hall eaMng) 2Sell 17 reINp) ro.c.Edges and Intermediate.4'a.c.at fl Sala pate lalgid m blockiiq tw R t?[0.135'1 of it o.c. Z I6���) component and cladding edge ship 0 earn 3 r�Or T[0.131 rolb at r o.e. :Typml toco .It �7Ir la 1' Bd(al (refer to Figure 30.51 of ASCE>I CODE I FOR CODE YEA9ON 3l4gagestepesall7c... 11/r10 11/f 1<b(4)or80(d) I r tam4.ca sea Moa-IMC r¢ Solo paleloloblNpockingalbbcedwall '3-1Mcommon(3lrl[0.1357at1ro... ' panel 1 4-r[0.131`rub H lro.c. Traced w.0 panel Iyg to I and!ees ed(aJ i WNSfRUCfI0N I1PE 4-7 f4ga"ds esetir0.e. 'l flrbll/4 104 or field) 7.Top pate to elm ;]-18e common R l?[0.1at) - 181E PIAIECIION wU[ M.Panel dduq lm bamIn9NW tlr.r leas BO(0 j3-S[0.131'nel. am Ne 5'B, � I fWE SUPPIaS9aN SVSTF4 IrONL ;3-rl4 gage aloes 33.Fiberboard arodhlng(g.q) 1lZ eltl lav No.l l gage lasing wiNh) see 1IK, S.Slm Io sole plot. 'q'-BC 0.131'n R 1?[0.1J17 I AUpaAafE NU SF`sterdE6 14-3'14 ga'relte Usenet woa gage.emen , 0)0.1137 I1L9C Y.ND SPEm v.-laow ;3-374 gaga stapled I No.le papa dtepeg) r7PaS11RE e 125137 No.1 I gage..Ing mil(h) l �2LOSURE -16d common R 1?.0.1627 I N c18 mat nail R 1(i•0.137'7 1 QICONERM P06SUat COEFRaW -rr o.t]1're l end res 3-314 da es 74.Wada paroarq tl4 4d(g RogerD mE CsD 1.11 ROpF oFA9 TWD tare 9.WUMe etWa I1M(31?[0.1357 e124'o.e. a.Gammon dr m alepe to Used coup mm ralavense eta "OOF am el) atm Fart tea 3i0.131'raaelro.c. Isceree b Nat,spacedalBNcheaan.enterdedpaa.l2Ourosalbdempdide.Ug, I.- detppoes wren spare a.481rchss ama�.F.-hadef Ira ab m at r o.d. woad struclaat panel and patllebboand daptaa e.and chrumits,rclff to Section 2305.Naga ter well sheathing an permitted to G common,box or canon. r1Aaa 0/E lOrp I- 10.Dabletop places 180(31?.0.135)at 15'.c. e,Comm.nardabrtned shank(w-3[0.117;6d-11?.0.131^,tw-3.0.1431. -If RARIaIN eLLJ-RaaB,ImaF WA F0.t31-riell atro.o. 'Typerl tote lull dCommon l�•r[0.113:60.21?[0.1]!';100-5.0.1487. 4muLLs TSR Bedstead4 gag.ateplw elro.e. e.Debrmed shank(80-3x 0.113;6d-21?i 0.131';10d.7,0.143) IIURRIOUIE PROTECTION USAGE No Odutlstop pates '8-1Bd rommon(91?[0.187) L COnmdona•acbnl siding(60-17r8-a0.10S;Be.2 We 0.12r)mcashg(8d-2'r 0.089;W-2I/rx al+r)ma, auRRGM9 Tm ua he 12-J'[0.7]1'ml. by epOce g.Fasbrels.pace l3lnche.an ceder at mt,A,r edges and B[=Me on center al intermediate supports.when us d as elrwtunl sheslhing.Spacbp shoo be B SUUARE FOOTAGE its a.lr.m L® h he on-derdn IM edges 111rcms an etaret Inbtmedate%ppods term slruclunlsheaWng. pLY1810N5 12-314 oda a b CnsiomeslatardmaingmHswW7ilShxbAmndnhealondt lR4achlelUph for lrlamh sheaWngad l 9/4idt length br25=4rch sheathing. REV DESCRIFfON DATE BY It.Blxsthq OeMaenlo.b anlsmmlap p.le 3-Bel ascorbates Rl?,0.1]17 L CaUmUomastabN atapoewW romUu17/184teb cUown ar l4rch.mwn ardlllNUeh lmpth for t24neh stwatlUhUg sM 1124rch blUglh b751�24ncltaMa 13-r•0.131'x': 1-1 Panel supper.0 161ncbre M Indus 8abength stab m the lap direction oliho parol.alba,olheny rn latked). I3 -r I4 m J. Caving(1 1?.0.087)or INsh(t t?.0.07r)roro epaem d B Inches an panel edge.,12 Inches at Inlem sdab auppada. 12 RM Joist to cop PateIro R1I7.0A.'I d r o.c, L Parolouppaleol24lchez CasUgaNbhnBbspamdai Gh ledanpveledpa5.12ke mi latme tosupwo. a 0.131 rete d S-o.e. loered L Far NihmWUg applications.Mesas R l?.0.11r)ra the mWenar rrqubd brwvod stneheat peels. 3 face.eb dro.e. m.Sbpea.tutlmaelnWmum crown Wdlt.f7fi8InctL 13.Top piles,bps atl+Nersectidss 2-1'M-on(]V7.O.tU7) n For coo/a1ealNng applications,balermn spaced at 4 bete,an caramel edges,B uclUee at hstermedeta sUpWdz --h- ml. bee roti a.F.,lerora apaco0 at 4lnches On center at edges,6 ucte.at Intermmiale euppms bfaUmpoa orb wall shealhkg am 31mMe on®Nen el edge,8lmlee el Oman 3-374 este es Werme6spacedat terhes an tlng. (STB 14.CeNUw ohil.W plain '160 =m 1?.0.1 :1r..c.Aho edge p.F.at mem apacoannal,chsson reNefel.styes,6lncrosatinl0mmlate supports. Odc 7/12/17 15.CNl.pld.ls b plefe 13-Bel=man R 1?i 0.1J17 4 Sae FestemrAllenrele Schedule. m l5-r[0.131'nalb �tomea r. FastaroUa mutt minstated Wthtnert.paclrU between lMm acme abWrg member. - 3-r+4 mmm.em es N/A 19.CmMuoue header lel atm 4-w n R 19[0.1317 'l.etau Alternate Fastening Schedule - LB-S-U 17.casing James,lap.-p.na- •3-180 comma.Rl?[0.1357 rtdnarUUan,Table 2306.10.4.1 C.nneNon Fastening - (9mTatleTJOB.10.4.1) ;ori Q131 caro :�nW ALT 3153 Wdo0 abW0al pane.Rd pad a- -madhoss rr 0.092 Wrq 91uM Nag- r rtrues-M�mcsw cares RNmYaK :4-rt4 W n SUA3oa.idiom-1 sheathing nOnr rimLU 16.CelaUq lmtab lenaelmon ;J-180common lJl?[0.1357 minvum.Table 2308.10.4.1 Ug go 6ambg) SOom ,1r o.e. zg�ma�s MOanor mlauWYt (S.Table 2308.10.4 1) 14-r:0.131 robz -Tp00 ua ttroy�AI'Oa 14_3 g.co 14 gape. 'tom nal Strap&Simpson Strong-Drive(J)SD Screw Schedule Strap&Fastener Schedule 4a} a wL rLem ran mamova ww tc 1.aTr,Oaar u halm rt re.tww a ar 1In0AY- PastwlOeri uplift Wall bstaar WNrFastaner Plate Fastener PaM/0a� upliftNarnr Rafter Fastonar Plain Fadenar omo6 nn laaiYitD aN-nrc rt,ova nm Umw 19.Re5ermplate 3-60 emnmon(21?v0.1]17 Ht 435 BSD&N.S "Mei*T Ht 408aadws. 48d 13-T x G.131'cote Y 7.ALL wo oaaa N L.sT M YHYW arCnetmf 13-7'10 pupaapes :loenall H112 750 "Dl0e2S BSp1U[2S X112 7508.18d525 6.18dr2S U HZA 495 SSDBai.s 5500U1.S 25Dsel.S H2A 495 543tla1.5' 25d[I.S20.I'Dla oml brace to..h6 am ate 2-Mcommon 1?i0731 . . �oUmrA p (2 7 112.5 410 5-509AT SSDAN.S H25 410 Sad �Wlal w®sNCTnf ar®V M�201{null 172.5 845 SMIN 55pSeLft, .5T Sad v.M 'vmr IBe toaat.zplpwtsa�M aMT K red edC-0! ]-6elFGmmdt�I?iO.1J1 :Ince runt 1� 408 7-aTATnt.S SSDan.S 1TfA 497 5ea[e o ��Mm.! 1.Bienlwa 3-weommon 1?.o.t3t see nen H3 320 4SMLS' 4SD9.1.S H3 320 4adam ex latar°o-limn rt nacos H4 2Ea 4spAH.S 4SOar1.3' He 23S 490 RdWr 416 LSOIDn1.5 45D9r1.r Rafter t27.BWg4p eurorcros 7Bd eornmdn(31?.0.1527 :uo.e ls1 1r JL75.12 BY S8-S, --s LTS12 820S 8.1wd.sots 6aDgr1.S 63D9i1.5' Lr Irf 628 .5 9-10di1.S 24.BUO4ppdarambeers 20dcv.-(4'Y0.1g21ef3ZOG. (baareUatbpardbollomwpBenidon LTS•1B 1235 8.509xl.S' "Dgxl.S Lrs-1a Bea G. ;.T 8.10cle v J a \III fill 13.0.131-rolls.24o.c. Lis-10 121 550902 BSD9e1.S LTS-z0 521 621.5 510drLS ',oppma.aides :r l4 gal7e etepkcat 24 o.c. MTSA2 895 7-9Wi1.5 ]SOOd.B' MTs-12 860 7-Iwr1.S 7-100[1.4 Ld M79-1B 1075 7.SD9tf.S 7SD9r1.5- MT516 Bfi0 7-IOda1.S 7.10di1.4 \� .............. eammonl4 �•"•gy�O% ;2-ml .SAM Mrs-16 1255 7-SOB.LS 750941.5 Mis18 680 7-Iwel.S T-1w,1.5` \•� 13-3[0.13l'rWte hco reU al end.am d...h space MTs-� I255 7.909a1.S 7509x1.6` M18-20 Bal HL MIs 7-lw,Srte.•••'• LICENS�c '•.��/� '3-r t4 est. ParwPo= Uplift column Fatlanor Rafter Fastener P.m ase. Uplift Colmnn Fadanar Rafter Fastea-r 25.2 nkn 180 common 1?x0.1 9each bw A21 - 2-Sa0s1.S 2SD9xf.5' A2I 245 2-Iw[1.S 2-Uida1.5' 1 ty �.Ctlla UO to mtar '3-lwcommm @'.0.1487 Parch AU - 4SDGel.5` "Mi. Porch A33 58,5 410101.5 41wv1.S 4:710.1311',U: tom tell A33 - 450IDH.S 450IDt1.S A33 750 4101 41w 4rf4 re P.--- Uplift Wall bstnror Floor Fastener I ParagDeac U lift Wali fastener Floor Fastener 27.3a4 rafterto ltp 3-tw®nmon(7.0.145) Wall to Roma LSTA-18 1,215 7SWr7.S 7-SM1.S Won to Ff..(.] LSTA-18 1,110 7-1w 7-Iw 4-3[0.131 moa .tamest Pamvm Ullft Wallbstener Floor Fastener Paraffin- Uplift Stud fastener lHeaderFastanal Q tL STATE OF 4-314 gaga.bpn lle-0owns ZOC'a t•I/41M0e /,725 7-SQ7.1.5 XeaOer(d) R� NIR Sn 0.131' 65k 0.131' w �O\ 2-16d common R l?.0.1 5'9'1 Jr ArrlOr 4.300 HP40 41.M.81 6,775 Sa'Y 0.131` 63k 0.79!' �j Tn''•• F L O R I O P rr \� 3-7i 0.131'rW. boo call a. Ny ma matUvn a ee ng walla. Perm- U IR Wall.sten-1 Flour Fastener �� l •r•••.••••••••••• ,r�.�`�� 0.lbmela-V.jam. mans 100x.1-il4 Wde 25.RcofmOmm 247/edge beam ]-184 mon(31?a 0.1827 - a.AuTlespem. 6'9k I....-eqdaunea mssirgetame,manglro. 3-3i0.131'mlb leaned b,Raflerbe.lostmwdltobeat-,y,.rocllmfo"4`o..,&awb.-,I.therbr Z 3-r l4 gage abpe. Iro.a bA is mWeed an comes am.lum adi.mN b a.- W M.Ithew T.Baldwin P.E. 2-iBd edmm.n P f?i 0.1827I. e.Dilmden rovers•an Ila-a sbryl chargingwaft. •• (n Florida Licen6e 54508 3_7;Q.,3,.�1 :toearet L sheet: FBPR-7 OF 8 ,�PN,l1101 �r ELECTRICAL NOTES: PSI APPRevAL - r!w-- CODE REVIEW " CODE REVIEW ' PmhnlCnaldCM°r a 1.ALL WIRE TO BE /j12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. 1743 23M orvnay.-4,U 22A39 A 2.FIXTURE LOCATION AND TYPE MAY VARY -' - - —R...w "N' ,�YS�Oj - :ccv,m:eioh �° 3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES °,�,IvslnPis s+.o-ra Z�:"w.' 4.20A GFCI OUTLETS De°pnx'"'Na.ge.Vca,G>em ' s—5.ALL RECEPTACLES TO BE AT 12"-16"A.F.G.; MAXIMUM 8 RECEPTACLES. ri Fevaxms 6.ALL SWITCHES TO BE AT 48'•-52" A.F.G. 7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING B.ALL OUTLETS TO BE GFCI (CODE I FOR IO _ 9.THE MAIN ELECTRICAL PANEL, FEEDERS. POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES. PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. W°UM-m wa Domu ani rr �oar ti WINDOW HEIGHT, LOCATIONwxmuct"ME euuoao ME m AND QUANTITY MAY VARY ruD:Peorzelwe Ina AND ARE OPTIONAL DDDUPurcr >mRrs N>ow>elc aF srDRas I Rl4C WD SPEED w-1>o"p> f]dCSVRE C D owu ELECTRICAL SYMBOL KEY °`"""`° `°'°"°° °'° NP AHM FlLitli I.> ROOF DEM LDM 1a9 � ImoF 111'E EGMSCPSF CR>Dan rova MID y-� R DOM EDM I— /1 1` RDON IIVE IMO »P,4 r,'�'I flll/J' 'a'R.vma Of rus.Ra°a.R°°c Iw. RECEPTACLE s.s" METAL STUDS °aoa 5°F OOmRa xuRRrv¢PRmEDROR us>cE "° / SPACED AT 24" InmRrw"E sxEEm+usMD Ro 240V D.C. MAX SODME i00IME REVISIONS 240 RECEPTACLE REV DESCRIPTON OA1E BY SINGLE POLE SWITCH co \ mwe THREE WAY R SWITCH SEE VARIOUS END WALL \ SEE VARIOUS END WALL 7/N/A17 o FRAMING SECTIONS FOR FRAMING SECTIONS FOR CEILING MOUNT I WALL AND DOOR FRAMING WALL AND DOOR FRAMING v0 ` LB-S-W LIGHT FIXTURE w a.�v°Y�o�' a om:ar malwucx WALL MOUNT .� b,w.r<R,�•ID.u,mR.. LIGHT FIXTURE C Q lM •nx NR IC�D012 LnfllII pUa o� FLUORESCENT M=14 LIGHT FIXTURE we aum"msvu 'x¢kmmwa e°•:Is rooal.Cl.��Ea��.D•Fn mD ne voo m R a M„°D®n°R11�>R IYc b U4 N Mvr rYomli ra v°a:mRwlnvm rtwv�ia i>a ra nawa�' °¢ a r"°"io n°R a cros a"v1Y2.uwD M' a J� JUNCTION BOX R.®N.Ra mDu}kD W J IY!�- W `\\11 ///// `� R ���j E;N.........eq l LICENSE +�/Z o WP `�f t OPTIONAL ELECTRIC TO EACH UNIT ' WILL BE FIELD CONNECTED FROM EXISTING POWER SOURCE Q ° STATE OF jr4` � ��i�.C�`•1 F L O R I D P .'••���� 50'-0" MAXIMUM BUILDING LENGTH ;O......«•••�C1G`���� All\\\\,\ NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY MoReew T.eDl'awin a.E. U Florida Umse#64608 •• W w sneer. FBPR-8 OF 8