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STRONG SHED PLANS - 21-00814 - 2943 W 3800 S - Strong Shed with Living Space
STRONG SHED BUILDING `MA .. O� ' p PwGiuu.,ttx TBD W 3800 S ° N z .1 Vl 0M Q 1 �� rear O M'< EiS3 SLuE c N o GDDi1ND SS;vil �� � AVI!1Y fROi�q FDi�'t a jTkt;fi fA `� I ldliiii,b r;Z+i IT A QO ,d1 ' , maANn JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. LOCATION MAP APPROVED---_ _ H.T.S. DATE BUILDING INSPECTOR- A55REVIATION5 1 H4IHE SUS T �-'DETAIL. NAABER PQ M PART BD 1ANTOa EOhRO SEGT✓JN Uyf PP PNSH FLOai PERM PERIAPNFNT NlG1OR BDI.T F6 fWSN bRPDE PERP pfRP@IpGhAR AG pRGONp1pNMG FRMS FIAT HEAD MPLNME SLRBY FG PORTW1pbWEM IGT KASTK.AL GFJLNG NE FM FNSN PL ROOMFM19H5YMBOL IGq.9 A4Q.rTIGAl FFMFLOGR (INC) FIAN F. PIASTG .,NATE Aq1 ADHE5NE FLWR FILV'RFSGENt ftA, P. MJ AD.I5TP FCG FNR GP CGNCREIE P�Bf PWMEIPI6 AFF PEOIE FLASH' PT1 FIGSOF MAS ONRY PLID PNTEO AFb ABO'/EFM5NbRPDE FKEd5TUD5 PLY/4J PLYYYXIJ IFS IB(NEFWSN hAB n fSTNR FAZTENm PNL PA4FL IT N.TH3NATE FT FOD! 16 PAVNG qL pLAnIMM FT6 F O PCWIX 0.¢Gi PRGNREGNFN. BRR Fo GT arr ENMRY TLE ASRW.T GA A&E A&E R RPBIV3 Fa EOARO &ALV GPLVPNIZEO RA REIMN NR BEV OF BEVEL 61 bmrV RPD RP.IN BLLG BIILON bBl TEDWON GFNFRAT02 RGP REFLPLTED GEWNG PLPN BLK BLCLK b@IL GENEW. RD RGOFDWJN BIKS BLCLKING 6L GLSSS RGOP DRAW LFMIX BM BEHGI MNt1'BEAN 6WIAM GWELhvRV.TFD rVF REP REFFFENGE arT EOTTCN bR &RPDE RER1F RFINFIXZGEMENT BRG BFARWG 61T 6TPYAA REcip REWIRm BRM BRY.K 6YP BD 6TPYAA RFG RMFPW 85MT BASEMENT 1. aama RIGH PRE55ME PIASTG IPNMATE RN RSM HAND B'J.Q WILTLP ROJP H/G HAVDYMPV RM RO.3H GK. (.E]i1PA iO LWTER NBI` BIBS RO R DPFlIMb GAg LA&HET HG GE NGLLO.Y3R RT RLSwH1 GEM LFNEM F%IB1ApREL2lATKN NEED ftV ROOFVPT Gb uMNHi WARD XO O NAR. BDPRD SB sFU511 BLGGM G NST IRGN HDR NFADER H H� OrA `E M'75t MF N.T EGM Sp STOWA GL6 GEILMG XM HOLIQY METAL SFLT bEG1KR1 µR GLPI. XNORI. N3NORNL SHT SXEET GMI G(AKREICMAKMRT NOR�L a. SN GMP rra (lJRRmATE. 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F. vRAEI oPPoz12 m rAeD GORE REVIEW VNR i LKJ 4NJ LwI'r •1 uNlr«3 FKl F l rK SYMBOLSEXPLANATION INDEX OF DRAKNC>5 cweR axEET n.1 covert sNEEr 52 A1.1 51(e PL41 PLGVft PLPNB A21 MAM F PLA4 A2] FLMRI ROOF PVNS REFLEGGLMGFON A6.1A ROP t RMF PIAN BUILOM6 ELEVAMFI A5.1 ELEVATGNS 1WLL aELT10N5 t p5TNL5 AB., PULL 3ECrON. SEG 1pN M.3 IWLI 9 p.'XAi t rvNDGYI rrPC A9.1S A10.1 tYIIiDO.YSLNEGULES MT eIEYATKNr A10.1 MTE¢IOR EIEVATpNS FWPLANS 5'*' 51.1 FOLNOATVN RNI F.FRPMING F. 53.1 FPKT FLq ft FRA 533 SECOND FLDG2 FRM1M6 S XPAI E9 59.1 M^dI FLIX.Tt IWI.L ERPF. 593 SECOND FLOCK YWI FRM,M6 PLAN= RMP FPAMwb pL4N9 54.1 RGOF FRAMwG vLPN sTRW.1 pETNLs 55.1 OETAAS 553 DErAes MLWWIGPL PL49 Mt MB P PN LIGXrwo vL+Na 4 xXEDULFS e1.1 LKNTNo PLAN GLEGTRIGAL PIANS I6GNEWLCa e21 BAS@tENi ELE:TPIGPL PLnn MATFRIAI S SYMBOLS OOPAWINGNO n TL1 me wMe su..R aIw vzt u mwL.w YPWTE: LMAi1 FRIME4 G'NNEI 1 H4IHE SUS T �-'DETAIL. 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SF£ Q WNW/I FLEVATpNS HAb BYI'>Cq' DETAIL ORPYJN&5 ON SHEET INDIOATED A3 R51p MSUAMN 31 14 ---No ® /&PH41 RLMYHBIp25YNTF.L q a a� DETAIL VR 1465 ® CgNGRER MA�HRY CHIT Y I-SELTON SAI ON 511E 0 BF'AIYJNa INDICATED T/AB 5NEEi WIMeFR AS �SPL.IIFILE fQNLREIE M45GNRY WR MCfILR HNAIVll BATTMSVLATKN 01- I LTYPE N1CYOINYWLTYPB ® a- / C 1 LmY L1RAN.R� _ ROOM FMISH SYMBOL slvcco \�I_�/r RP'iJ MIMBFR--foo---- oo---ORSTONE --E OOPAWINGNO n TL1 me wMe su..R aIw vzt u mwL.w YPWTE: LMAi1 FRIME4 G'NNEI 1 4�ry �Ory VxU 65 oxa UFry i0N Uyf Nod z OOPAWINGNO n TL1 me wMe su..R aIw vzt u mwL.w YPWTE: LMAi1 FRIME4 G'NNEI A�]'S:.'.�iy f )-:i ,::i✓�- LONiRKTGR TpLWRpMnIE {pV.`'.�:tiS\5-, �M1yt``. "L)•� Q _ 6MVEL PhRKPIG ANO/LR MnT(RW. i� \ SiLRAOE A¢FA [iya!�. Q4 - PPp11OE YIIEEL 5TGP5 nT PPRKN6 STPLL+, 5EfA1RE M RPLE - (?]b'LgiGREfE FlDFD &A^1PRp AT 1 E40JEAlIFAD 0.1^R. PPMTFD TFILON FORYSIBRl1Y. Qb - 5'BQ1ElW3.K 1 Q - GRNYi pRORlgt pppFOhp bRQRIO 6 !$ SElE4TTEp BY oW1FA STAY PRFAS TO 55NE I5 5N'..YI STG+PIaE I Q - MPX ELFL. MEIEA I.a.ATILN. FROJpE SBMATE MEIFR FGR E0. U1R. Kf POV®SEPMwSTE METER FPx FA MMMM.K 1 9pp H. M PROM HWH M. �p - VFRFY TRAVSFLRnE¢LLGn1U'NPNO NPW..RALE BUFY PG/$RLME CGWMTYtl1H O1HER p�E' MIEftVET. GPBIE. I NLR�TII � M�5 U E. EfL� 1 „ - 4^O RADLS FRGM COMESTIL YZLI ./.•/ .r' .s' I 1 SITE PLAN k) o ip® A1.1 ,• •p' NORTH oP rxE arEtv+Ms. m.nr EA -1..� _ .. G- FFOJQIE PIRkM65TIlU AT 4xM'WRII LGNLRCIC 1W P$ STOP AS RF[iD. p.- FROJpE f/.AY.pQ1E FILLED Eq.IJRp3AT FA. 5IOE OF E4 0✓EItXFPp W."R. PWNT \ TELLLYI FOR VBIBILIIY. AM STA6.1 I— 1 MAIN FLOOR PLAN () Do 3 d A2.1 "I . T9• NORTH a I I I I I 11, 5/P6., '• 2 GR%NLSPAGE FLOOR PLAN ® D 9 B ,6 A r. n vn +' NORTH KEYED 140TE5: rmBSHEz Lw Q1 - d6 AT 16' OF.. w51UTED TO R4; 7. Bh SNEATHN6 PBt ENG., Y£ATIER .M AT E%T, SmNG AS SELEGiEp BY �- BxGOILTN. RCOLORM 1 9TAw r'hAWei °AFLTED BY 0W (TP). OB - MEGMhNKAL LWVnE-CWRD4WTE l7b.11 WM MFLINNICAL LCNIR/GTOR. Q9 - PRHABRGRTPD 9NOW8f PAN. TLLE WALLS (PAITFRN a T(PE PER OTwW Q5 - SG SY5TP1 OR EQJAL 69.76 WATER FftQ%FMG BASE UTE4 M H QS HEIGHT �� vT����.ADA ©- PREsrANDPI6 NB.IMTfitW.. FMP.NE9. AND sTrLE A55EIEGiE9 Br OIWE¢ Q - PCRCBAN a HPROYL3+E SBFLTED BYY qW6[ QB DRYHt (iVA1 WRS. - CtfMCS (BEE MT. ELEV )AS ®- MFLl4WIGL KMPM TTO BE L£516N£UILD BY LONTRPCTOR. 11 - FI%ED PA2TKAE BOPRV SXB.VW6 NM RApiJ3ED EDSE PND GFAT SUPPGR3. PPMIEO. Q- 391L4R F62BWLI.V�MI. ALL WOES TO BE � Mw'. RATBJ WJRS e FWM6. 19 . ROLL.ImvBc WALL-MwNiPa sMk. Q- PDA 6fteB BA45. PROJIDE BLQ'KM6 w W4L. ®- 56' XPHDRNL. SECVR® TO. PPMRD. ®- PROV�c 9]'6AURD RNL P PM OPBV STAIR TYPE E P&BH H2OYNER PMEIWJ.L. VY1E. ALL GLORS TO BE 47 MM MTED W..R^ v e M FRAMEa. p Il���v°I�r 1L`� I •�� ° ' �I�. • 1 0 VR=• m VA4Ird MM�k ° p O O © p O 1 MAIN FLOOR PLAN () Do 3 d A2.1 "I . T9• NORTH a I I I I I 11, 5/P6., '• 2 GR%NLSPAGE FLOOR PLAN ® D 9 B ,6 A r. n vn +' NORTH KEYED 140TE5: rmBSHEz Lw Q1 - d6 AT 16' OF.. w51UTED TO R4; 7. Bh SNEATHN6 PBt ENG., Y£ATIER .M AT E%T, SmNG AS SELEGiEp BY �- BxGOILTN. RCOLORM 1 9TAw r'hAWei °AFLTED BY 0W (TP). OB - MEGMhNKAL LWVnE-CWRD4WTE l7b.11 WM MFLINNICAL LCNIR/GTOR. Q9 - PRHABRGRTPD 9NOW8f PAN. TLLE WALLS (PAITFRN a T(PE PER OTwW Q5 - SG SY5TP1 OR EQJAL 69.76 WATER FftQ%FMG BASE UTE4 M H QS HEIGHT �� vT����.ADA ©- PREsrANDPI6 NB.IMTfitW.. FMP.NE9. AND sTrLE A55EIEGiE9 Br OIWE¢ Q - PCRCBAN a HPROYL3+E SBFLTED BYY qW6[ QB DRYHt (iVA1 WRS. - CtfMCS (BEE MT. ELEV )AS ®- MFLl4WIGL KMPM TTO BE L£516N£UILD BY LONTRPCTOR. 11 - FI%ED PA2TKAE BOPRV SXB.VW6 NM RApiJ3ED EDSE PND GFAT SUPPGR3. PPMIEO. Q- 391L4R F62BWLI.V�MI. ALL WOES TO BE � Mw'. RATBJ WJRS e FWM6. 19 . ROLL.ImvBc WALL-MwNiPa sMk. Q- PDA 6fteB BA45. PROJIDE BLQ'KM6 w W4L. ®- 56' XPHDRNL. SECVR® TO. PPMRD. ®- PROV�c 9]'6AURD RNL P PM OPBV STAIR TYPE E P&BH H2OYNER PMEIWJ.L. VY1E. ALL GLORS TO BE 47 MM MTED W..R^ v e M FRAMEa. 6ENERAL NOTES: nxb PLAN oNLy) A DMENSION5ARETOFACEOFST PILE DP E%IGTNG WALLS M'LL55 NO(ED OTXG YP]E B. PRtMDE CRAWL>ACE VFNIIV.TGN GVRN6 CON5TRULTY)N (4 sF MM) TO BE LILs® PNB SFALID PFIER B TO MELNANI FYd1IPM9R RUNNWG. CRMY�VACE TO BE CONB . BY ECNIPMBJT. MTLNM"4N. KEYED NOTES: (1H55HELTOILY) lO- bMIL VA^CR BAWiBe P/FR 7. Bh E YPaED SOIL. LAP 5EAN56' AND TACE. EMWO EWES VP FGUWAIYNE WDLL 6' AVD TME �- R- 15 MM. WSUUTGN SPLA 1 FCUTDATpN F PRP V . N]NAIk]N ATT FLOLR UVIIY.M Q9 - MEGHANILAL CHA£-LOJRDMATE l7b.11 XITI MECNANGPL CgiTfNCTCR Q9 - MECWNGPLE<NWMENt TORE OGSIGN-BVLLD BY fFMtFOLTOR Q5 - PERMPNINTPLGL`5 LPDDER eHNGED 69.76 Ibcgs LIB (PBOVFJ. ©_ CQtiRETE EQJIPMENi PPD GENERAL NOTES: A OM@I5gN5 PRETD FKE�STA OR FK.E OF EWiTW61W1L51MLE55 NOIFD OM HeYY'iE B. ffl t FR M YVLL HFJGHT EXCEED' 10. PROTIDE XO.iVOMAL FR®I1KicNb M EKAI.K5i N ORDERTO CRPTrE GAVIiEa LE'FJ TW11d M HBb!?. G. P,iDTIDE B... N TIE FCLlLWN6 LQ'.hTG%A: PLO NG BOTH SmFSGF SiARGASE AT W TO C£MBx OF BLOLKM6 N L LPBMEF LOCATpN5 AT TOP AND B'JTFgA OF MPER LABMTi. PND AT TGPOF B/SE G�BNEFi (LIXiRGMATE NGT KIH CPBMET MSTPLLPR) BATF TRm (VERI W LQ".. w/OYwFR} raWeL BPHS eRwbs RCBE 'MX 4 MdIEF PMGt DISPEN� IRROR MLVM1wG PAIR MEDW YQMTW6 LCGATILNS SPFLW.TY fVRWTRE MP1Ni5 OF ANY) D. PRONDECONGREtE51EPf Toon AT Et1ERGR Poacx A5 RECyREO. Room ARG46 samuL! FLO,JR ROOM M&A FOROH 36039 SHOP •2 2,35755 STO. 35.44 STORAGE 310.79 7. Bh 6EGOND FLOOK, BATH. 64.24 BED 1 1 B ED 2 ..94 5036 BED 3 l7b.11 OL. 2.762.16 FAM.364.56 5TORAGE 603.52 STRS 69.76 WW 1 SECOND FLOOR PLAN A2.2 yr ro NORTH a a M1 FAVE Y� i _ I —---- - --- I I e I I N I ' Y , z eAve 2 ROOF PLAN A2.2 vb ra' NORTH KEYED NOTES:" a SNEEY aL,) I 1 Dtb AT l b'OL., wSVUTED TO.. A ON@15A�9PRe TO FPGE OF EMD OR o A I SHFAM wb PER FIIG.. Y£AMFR m i I BVtRIeft AT C%T, SIDw6 A55elEL1FD BY OIWER. Y , z eAve 2 ROOF PLAN A2.2 vb ra' NORTH v m ROOF MATOVAL WANMY ROOF MGA ROOF -001 5t dlng Seem 8 6,905.06 B 6,95506 sq KEYED NOTES:" a SNEEY aL,) OENERAL NOTES: O1 - Dtb AT l b'OL., wSVUTED TO.. A ON@15A�9PRe TO FPGE OF EMD OR o A SHFAM wb PER FIIG.. Y£AMFR FK£OF FXFiTM6 WPLLS UILFSE NOT£➢ BVtRIeft AT C%T, SIDw6 A55elEL1FD BY OIWER. OMEWP#. O3 - MfYANI.'K.AL GNIvE-CO.^iROdnTE MH MFYMhVKAL COHTftlITOR. O9 - PREFABILCATc-D MBSXOPFA GOl1&NATpN WIII MIECSFAIED sNOTSW rwus. caoR a srr,e PER Dvwrn. LOWfiLOWTOI M$M.A AHWMT A54ELEOIED BYO✓u QS - PORGSIALVSMKPIWNWME bELFLr®BYOINER /p ©- cASB',ORK As bcclRas (sEE wr. (`J� B.EVPTpM4) O - F6731 PA4TILLE BOA4p 5XELVdb WM ftADYSED EDSE A4D GLFAT EUFPORS, PANED. OB - 3,IOIRFP:BWLI, VL�I.ALL D.XiW' W.2 4J MM. RA,ED Da RS: FRN M. O9 - 36'NPN L.SECUREp ToY PMt1ED. ®- PROTDE 9Y GAVRO R/JL A,LNG GPEV STAIR ttPE f FMISH P� WAFA 11 - 3W}1R fIRBWJ.L. V393 PLL pJGY(9 TO BE 90 Md, fUT[D WCR: FRMIE. KEYED NOTES: IMG SNEEr cNLr) GENERAL NOTES: O- qVP ®bGNL11G ENPRE P6VME,ER A. OP1P1510NS PAE TO FPGE OP S,VO GR COL6R f85ELEGIID BY OYNE¢. fAGE OP E%BTNb WPLIS NILE45 M01ED O- NLMdUM FA5Lt4 LV Bi 2(4518- OMEWVGE FASLN 80ARD YUM VEMIUI® SOFFR. LCMRAS SEIFCI®BY B. fRGVdEILE/WMBi 5XIElD MON6 FAVE5IM'). RID66 (96'). NIPS (Sb'J, ON1ER PNO VALI[l'S (Sb'). O TOO G. MTOJFRDRIRE MATG15 µDW 5EPM 5,EEL PL �PWNJFM ©- srNlvwb sFnN MBTAL R�PNb, COLGR AS SFJ.EGTED BY q'NEF 5/AS., 0 - PROFEW.r FL45N avo ewr Pud,Bwb AVD nEGLW ICL PBIEREATYNS. ©- NAND FRM,FD CRICKET. PROTIDE VNIEY Fl/WMbS PND WO6EA5 ftFflD. O- RNN 6VTlEi AVO WMISPQIT OTHt GC0.20PENM65. PROTIDE SPV511 BVKK AT BASE OR PROJIDE D.:MJAGE PYNY FRGIn BTW'GILRE OB - SNADFD A3EA MOIbATE55/B'TPE'%' GTP YYURED TO U1L4REmE OP R� F 6A. EMFND,% FWM FlftBvnLL wo MTO EKA1 ' owxaVbr. ROOF ARW 6G412OULA v m ROOF MATOVAL WANMY ROOF MGA ROOF -001 5t dlng Seem 8 6,905.06 B 6,95506 sq OoRAwluo No. -m- A2.2 PI18 4 DF 11 me win a sun�srea vza u Bwip, 5wnre: , rwxmo:vmzoz, yL u {yy� ggQY 60ry J� p5� o A OoRAwluo No. -m- A2.2 PI18 4 DF 11 me win a sun�srea vza u Bwip, 5wnre: , rwxmo:vmzoz, I MAIN FLOOR REFLECTED CEILING PLAN () G < , A4.1 , = ra NORTH 2 SECOND FLOOR REFLECTED CEILING PLAN ® G , . A41 Ire' ra NORTH CEILING SYMBOL LEGEND: ® 9WFLY AR GNLLE I YxY TEGU4A K.T m� R¢RnN u¢6RILLE {11_--_-IHYF T%9' IGi ��i'RFXF `'NFFLY NR GWLLE 1. 1}yIII. 11F Y%9'IMNi FUl11RE J�Lry�i i�SU��LGwY f'��I}. �NR96WLLE Fb5T. REMtN AR GWLLE 1 II 3 %Y LENT FKRAE � pEF, MFLN. MYf. FJf1 ..HT ® E%ST. SUPPLY NR bRILLE FI%NRE N ENING WY -M GEILMb m W9i. RENRN AIR GRILLE SURPPGE MTO. LIGHT FL<IURE Q REGFS".sFD CR %1RF. HID.LKNT Fl%NRE mXFYIKF.L'.W- GYEx� .GYP.6p. GYFSIM BOARG ® METAL SJFFR ® FWE5MJI'cE OETELTGft • FPE5FRM.H. Qx E�TN6 WRSE Lf.LL PLLL STATIgJ ON GEILMG 05 PXaTMb SPFN:Ht e, GSWNGN% T A4.1 s _N d E m STPNOMb SCW M¢TAL ROOF SYSTEM. LGLGR P6[(TV1ER j SEE.¢GfiP PIPN FDR R�PMG F4T ANO g ILP/YY•THt BA¢RlfR ftfflH15 �RWFSNFAMM6.5EE QJ6. g ON55. FOR PPNEL FP5TDIMG. _ _ �.. 4 GGNIMUPS ORIP mGE ..... - :. STEEL FASLNwFR YJ6 FAT4N 80/u¢D, L �� VENTED SGFFR. �P� ' ' I ft -49 MDAATION Q%IERIOR SIOPI6 iRM A5 I 6TP GBJN6 OCGLft5. M5TALL PER MFR DEf/JLs, TTP. MSUUTpT B/.FPO. AT E4 smMb A55ELEcrED, LDLOR uvlrc ro P�OKIEW VpuTON 5EGIRE BUMP QIT FRPMM6 TO E%IF310R SNFATNMb. n I � 3 c1. IERL`R ltll✓DDYi 5Y5TCTi AS 5{ SFlELTED BY WYER. I u 3n13.V.M0 Ez1IXapN AT .NM WNCGN TDP I BOITP. f. SELFLTED PEA I I I D(131WB EXIDISGN AT IWNW✓i TOP tBOTFOn. STEB IWA FFD17%B AT lb' O4 I�,TRM. I TYP. F%T. WALL RM P6, MSUUTETOR- YFJRN6[ BA4WQt w6t 6A 33 nw. SHPATHM6. SE=EV6. OlIGS. fYJR FPSTOIING REDIQS. PLGVR FIV6XE5 I �5� TEO BY SEOJRE &MP MWYl1Mb..a�, SXEATHb PER TO E%IEAK.RSXFPTXM.O. I tTlb. ..i. •-� ft -90 MSi,lAT10N FULLY M5l1ATEO LAVIIY. _ AT FLOOR 5EGGND PLR I _ _ _ _ PEWH'Ei[R �=f9P�_� vi rrm Fxwniw. EXIFRGR WMWIV SFIrLTEG GKLRE BUHP OJIFRANMb— TO E%IFAIOR SNPAIHMb. niuY Mriure umY. J E%IERWR 5�1G TWM A4 OGGYR9, M5THL P� HFlt GETAM1S. TT. VEN1® 50FFR, taOR PfR gV1E4 M.VN FL rv�iv aA55ELEGTFD. Un02. .. STP 6 CONTML'V3 RAw GVITFx AND pOY015POJTAS GCGU,¢5 BEYQID. paB 5HEA1HM6 SEE FNb. OWGS. FLR OASTBIM6 R6YMF. MSYlATpN M WiL CAVRY TO R-33 MN. RDOF PV5XM6PILNG TMBER PYPJM6. Z LL0 A5 . STPNDMb ufPH RAF 5Y9TtN. ROU(+H Se WY TP1BHt � IA511 &.(KKAJG BETNYE`I TMBE2 MF1ER5. T MB�RMEff •iE! P FLOOR ImvERLnmort oTF. vECDRnrrr T. SHFATHMG. TYPICAL. LONIIMXll GWP FLGE � nnBERawLE M B' BPS@AENT/F��T�� p 5 iNALL SECTION 05 W MAT RAPPEL AT FA TRIXAUVIIY TO ALLOII ATIIG vBmuTaN. "R-99 RGOf I MsuwMwl PRPFPB ROOF I Tw55F9 A5 GYP. BD. ppRrtED. I F- I I I I I i I SNEATWG PHt \i I wr suB Mwure PERMETE¢ �A� YNLL TO ft -19 wER 9'GR\VEL BED. VA�GRBMREW 6 MIL VPPOR BPRR®i UIIDFR M F GVRFK£ L^P TE . A D TPPE. 31e34�(P/JNT. ..IL. TO pJ M9UTATbl1 FXI$'p 8'MM. T F. WYWINJB FLVNDATON 5ED)RED. PPE PFRIMEIEC ALL 5E4N5.—� LP.IPAGIHJ FlLL Oft VND6Mt8ED SOIL. BASEMENT�� i XFATXMb PBt N6MEHt.. . / I 4 MALL SECTION 04 M % O �g M F W3 V a(40 d F A. 44' 10. 40 p 2 WALL SECTION 05 ucexae Ecnnm t- DOOR 10: GVA4T . 5 DOOR LEGEND N T9. �za=v� ROOM m OTY OPQlt1 TO ORQiD TOM YYOM HWHT MANIlRAOn"10% Wm NOTODAWN" 3 1 STORAGE FW RM. B'-0' 6'-15" PER Oh m 5068 w MIN. FINE PATHS, .i6LXK 4 1 MW RM. FWRM. 3'-0' 6'-15" PER OWNER 5068 90 MIN. FIRE RATING, 5PRM6 swrt�pwro HINGES ti 5 1 KITGHEN MUD RM.2'-15' PER OWNER 2068 POCKET DOOR 9 1 KITGHENtTTE GARAGE 3b° 6'-5" PER NO 3068 MSUTATED E DOOR 5 1 M. BEDROOM LNW 2'-8° 6'-e' PER OWiER 2868 POCKET DOOR 5 1 MUD RM. LNDY Y -e" 6'-8" PER O ER 2560 FGOK DOOR 5 1 5HOP w2 SHOP w2 3'-0" 6b° PER OYMER 5068 INSULATED ENT DOOR 6P a 5'�° 6'-15" PER OYWER 3060 INSULATED EM. DOOR 6 1 BATH. HALL T -B" 6'-8° PEROI m 2868 ] 3 4 5 6 T 6 1 BATH. KITSHENI=E B' -O' 6'-15" PER O ER SOW ry O a 6 n N 2 2 1 T 15 5 6 1 KRCHEN GL. 2'-15" 6'-0° FEROMER 2B6B ❑-] 6 1 M. BATH M. BEDROOM2'-8" 6'-8' PER OttNER 2860 �'b BEDROOM HALL 2'-8" 6'-0° PER OWNER 2568 U O BEDROOM STb. 2'-0" 6'-8' PER GWNER 2665 6 1 M. GL. M. BEDROOM 2'-B" 6'-e° PFR O m 21565 p0. 9 1 1 KITCHEN PNW 5'-0' 6'-8' PER OMHER 5065 FRENCH STYLE U 2 T 1 5TOKAGE MEGH. 6b' 6'-15' PFR 011NFR 8068 FRENCH 5ME a n 9ECOND FLOOR, 5 1 57rORALE 6ARA6E 5'-0" b-8° PER OIYNFR 5068 MSJLA E . DOOR 6 1 4Jn a fie > 5TR5 2-8° 6'.9" PER OWNER 2668 + 11 1` 0 M IO: A B OJANTITY: 9 5 WINDOW LEGEND N.s No 6 1 EATH. PAM. ROOM 2-8° F PER d/A� 2868 6 1 =VI FAM. ROOM Y -B' 6'-8" PER OWNER 2868 6 1 EEO2 FFM,ROOM Y-0' b'S" PER O 2869 6 1 BED 3 FPM. ROOM Y -B 6'-15" PER OMER 6 1 FAM. ROOM 6 1 FAM. ROOM GL. G.. 1'-6' 2'-15 b 6'-8° m16"ER FEROWNER 1668 PER O T 1 EEO 1 GL b'-0° 6'-15" SOS& PER Om 6068 FSTYLE RENCH T 1 BED 2 - GL. 6'-0' b'-8° PER Ommm 6060 FRENCH 5ME T 1 BEDS T LL, 1-0' 6'-B" PER OIYNER 6068 m FRENCH STYLE Y410CfV 9GX6YLC 111MI4 IO OPl OPENS FROM OPd! TO WC/IH IID6NT M I,4II:Wri ! fAD! O'pNTION NOIC6JRMARK9 MAIN PLOpR A 1 M. BEDROOM OUB&OE 6'-0' 4'-0' AMSGO 6040 DEL SINGLE HUNG Egress A A 1 2 5TORAR Oon5 WMb ROOM PORCH b'-0' 4'-0- bb' 4'-0' AMSGO ANISCO 6040 DEL SING'LE HUNG L GLE HUNG 60 40 DBSIN Egfess E9fess No 1 BREAK ROOM Sr: A10.1 lIx ' 1O' 2 BREAK ROOM SN A10.1 I" . 1a 5 1/2 BATH SE 6 JANITORIAL NN A10.1 I.- . ''b- A10.1 T EXECUTIVE NASHROOM SE A10.1 "- - ''a n 5 BREAK ROOM NW A10.1 11 - ''-0' 4 59EAK ROOM NE A10.1 " . ''b' 8 BREAK ROOM 5N 9 SHOP BATHROOM 5outhwestSN 10 SHOP BATHROOM NorthwestNN 11 5HOP BATHROOM NortheestNE A10.1 11 - "O- A10.1 1r . ro' A10.1 v2• • 10 A10.1 vs . 10 no nn nnn -- 4 59EAK ROOM NE A10.1 " . ''b' 8 BREAK ROOM 5N 9 SHOP BATHROOM 5outhwestSN 10 SHOP BATHROOM NorthwestNN 11 5HOP BATHROOM NortheestNE A10.1 11 - "O- A10.1 1r . ro' A10.1 v2• • 10 A10.1 vs . 10 no FOUNDATION NOTE: 1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING. & J -BOLT/ ANCHOR LOCATIONS. 2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION 3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL. 4. FOOTING DESIGN 15 BA5ED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA. 5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 P51.2500 P51 USED IN DESIGN. THEREFORE NO SPECIAL INSPECTIONS. 6. LAP REBAR SPLICES 30 BAR DUU1IETER5 U.N.O. 7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND SMALLER BARS. 5. DAMP PROOFING 9. CRAWL SPACE VENTALATION O 1:150 RATIO & PLACE (p VENT WITHIN 3' OF EACH CORNER, 10. 13" X 24" MIMMUM 6RAWL5PACE ACCE55 HOLE 11. THE THICKW55 OF CONCRETE FLOOR 5LA85 SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LE55 THAN 3.5". A6 -MIL (ODDS INCH) POLYETHYLENE VAPOR RETARDER. CONTROL JDINi5 0 25' O.C. MAX EA OX OR CENTERED PEP, OWNER PREFERENCE. FOUNDATION WALLS WALL ID THICK HEIGHT1 VERs BAR YERi SPACING HORIZ BAR HORIZ SPACING BAR IN TOP 12" J -BOLT 51ZE dBOLT SPACING FW7 I &' 1 4' 1 #4 24°OL. 1 94 1 24"0.6. 1 (1) 1 5/3"WIT'EM15ED I 4uQC. _ -4 © _ SIMPSON TIES 5YM ID # TYPE I FOOTING SCHEDULE ID 12 5THP14 7 CPTBBZ 36 FOOTINGTYPE FOOTING REBAR PIER IF REQUIREDF1 CONTINUOUS FOOTING (2) #4 BAR CONT.F3 CONTINUOUS FOOTING (2) #4 BAR CONT.F4 &MPTHOE1-1H CONTINUOUSFQQTING (2) #4 BAR CONT.F5 COMINUWSFOOTING (2)#4 BAR COM. F7 CONTINUOUS FOOTING (3F9 24° X 24° X 10°SPREAD FOOTER (3) #4 BOM WAYS - _ -4 © _ SIMPSON TIES 5YM ID # TYPE I NJ HDU5 5 33 12 5THP14 7 CPTBBZ 36 3 M5TA36 r r r t _ __-_--_ _F3 ___ �1>-_- ____{1'____ �_-__ _ _-41>_F3 v tl'___ __-_("__ F3 _ ___-___ HOLD DOWNS SHOWN FOR CONTRACTORS CONVENIENCE. REFER TO MAIN WALL FRAMING SHEET & MAIN FLOOR PLAN FOR SHEAR WALL DETAILS AND PLACEMENT. AFOUN�� DATION PLAN 11 SCALE: 3116"= 1'-0 --------------- --- A � LIX..Ii 11111711 SD. a 1\ nenGISMRM ISFEWIR n. m vie Sl_1 Fj I I &"m CAP WI 04 0 awoc,e WAYS I I I 130'-0'I I _ _ _ r —Fi -1 r — — ®— — H— -1II I . I I I 21,81 0 14I 17.-2 3/4' 15'-5 V` I jo I I o I ni I I F1 2•-p. I � ___--__—_F3_________________� ______ I F3 a -- FS _ _ __- r— — — — ——— ———— — — — — — ——---------------—I-------j--------I----FlYI---1 I IF4 F0 I I IQ 1 Sue �icOT o _ fll FI FI I fll F ® Fl I I VWALL se- �I PsaFeeee I I i I I I I oc. I I I I 11 4 y I I I I I I I I I I I I I I I I I I I I II I FS I I 1 I - I l I I I I i I I I I L_ ®23 -J L___� F3 - J I a I I I I I I I I I I 1 FF4 I I I I I CHID I -- L — — — — — --- — — — ———————— —— — OW— — — — — ——— — ——————— ——————— — — — — —— r r r t _ __-_--_ _F3 ___ �1>-_- ____{1'____ �_-__ _ _-41>_F3 v tl'___ __-_("__ F3 _ ___-___ HOLD DOWNS SHOWN FOR CONTRACTORS CONVENIENCE. REFER TO MAIN WALL FRAMING SHEET & MAIN FLOOR PLAN FOR SHEAR WALL DETAILS AND PLACEMENT. AFOUN�� DATION PLAN 11 SCALE: 3116"= 1'-0 --------------- --- A � LIX..Ii 11111711 SD. a 1\ nenGISMRM ISFEWIR n. m vie Sl_1 FIRST FLOOR FRAMING (, SCALE: 3/16"= 7-0" ------------------------- Np,LAN�A RE I I NNQNFFwm Q S2.1 I 1 SECOND FLOOR FRAMING 5CALE: 3116"= TV HJCIBVp 1 (1)1. 4k1 70 LVL .0)M4'xll 7W LVL -- - - -- I �.. -• __�H rii#E!l �4Y` +ural°�a I I - �Oj✓4xcN I sravesuxwomrsaeoroa ss¢sounonsesameo.o Lac.nwxcxnxcas \._— _ ____________ xsexamssammsn--I Baawlxo No. osis OS2Y2 Op ]1 rvxe: easy uevu uPmGl{N YtM0i1 %UNIEP B' II t 60/4M024FV4 GLB I i i I_ SIMPSON RS W1tGER5 f 51MP50N R5 WNGER5 — ! I! 1w/B'eclfoco I I II II II II fi I! I! t II II 1! li ( I II 1 �i I I Ir ! 11-)/0'BGGOL0 HFL' , PRROAS EIN T&LKPG 11ROU5XFLWRYMERE 6E T IS RE4UBtE0ABOIE INSTP RIW MRMIFPL5 V255PFt. (' F))GOSB v/GLUEAND IOd RIIYa 51NKK NAILS BIQ SPAGNG (ttP) 11 k ! ! II n I II I 1 SECOND FLOOR FRAMING 5CALE: 3116"= TV HJCIBVp 1 (1)1. 4k1 70 LVL .0)M4'xll 7W LVL -- - - -- I �.. -• __�H rii#E!l �4Y` +ural°�a I I - �Oj✓4xcN I sravesuxwomrsaeoroa ss¢sounonsesameo.o Lac.nwxcxnxcas \._— _ ____________ xsexamssammsn--I Baawlxo No. osis OS2Y2 Op ]1 rvxe: easy uevu uPmGl{N YtM0i1 %UNIEP B' II 2 3 4 6 5 g7 1 SCALE TO KEYNOTES 1- WALL SHEATHING 2 - 2X6 BLOCK NAILED TO STUDS AND TRUSSES 3 - STUD WALL 4- MANUFACTURED TRUSSES 5-2X6 LEDGER LEDGERLOK TO WALL BLOCKING 0 B" O.C. 6 - 2X8 BLOCKING- (4)16d NAILS EACH STUD KEYNOTES 1- WALL SHEATHING 2 - 20 LEDGER 3- 51MP50N L55K HANGER 4 - 2X8 RAFTER 5 - 2X87 BLOCKING (4)164 NAILS EACH SIDE 6 - (2) LEDGERLOK LID 16" O.C. 7 - STUD WALL 8 - HEADER BEAM (SEE ROOF FRAMING) KEY NOTES 1- CONCRETE PORCH CAP 2 - REBAR TO EXTEND INTO CAP 3 - FRAME WALL 4 - FLOOR FRAMNG 5 - FOUNDATION 6- MOISTURE BARRIER KEYNOTES 1- ROOF FINISH PER OWNER/BUILDER. OVER MIN #15 ROOFING FELT. 2 - 058 SHEETING 3- MIN 2' ICE & WATER SHIELD 4- DRIP LEDGE 5- SUB FACIA 6- SOFFIT 7 - WALL FINISH PER OWNER/61JILDER 8-058 WALL SHEETING 9 - WATER RE515TANT BARRIER KEYNOTES I- FOOTING. SEE FDN PLAN 2 -CONCRETE WALL, SEE FUN PLAN 3 -CONCRETE SLAB 4- CONT. SILL PLATE AND ANCHOR BOLTS 5 - WALL STUD5.5EE WALL FRAMING PLAN 6 -WALL SHEATHING, SEE WALL FRAMING PLAN 7 - REQ'D PANEL EDGE NAILING 8- ANCHOR DOLTS, SEE FDN PLAN 9- SQUARE PLATE WASHERS 10- SILL SEALER KEYNOTES 1- SUB FASCIA 2 - SIIMPSON LU5 HANGERS (TYP) 3 - 2x OUTLOOKER5 W 24" 0. . 4- MANUFACTURED TRUSSES 5 -GABLE TRU55 6 - SIMPSON H2.5A (TYP) 7- STUD WALL KEYNOTES 1- PONY WALL 2 - WALL SHEETING((SEE 5WP SCHEDULE FOR SIZING & FASTEXIG) 3 - FASTEN SHEATHING TO HEADER W/8d COMMON OR GAL. BOX NAILS IN Y GRID PATTERN 4 - PORTAL HEADER (SEE HEADER SCHEDULE FOR 51ZE & TYPE) 5 -HOLD DOWNS (SEE PON. PLAN) 6 - FLOOR FRAMING 7 - FOUNDATION WALL 8 - HEADER TO JACK -STUD STRAP PER TABLE R602.10.6.4 ON DOTH 51DE5 OF OPENING :lwIRfilv:- 1- FOOTING, SEE FDN PLAN 2 - ALL SPLICES TO HAVE 40 BAR DIA OVERLAP 3 - CONCRETE WALL SEE FON PLAN 4 - ANCHOR DOLTS, SEE FON PLAN 5- SILL SEALER 6 -CONT. SILL ?LATE AND ANCHOR 5OLT5 7 - REV PANEL EDGE NAILING 8- SQUARE PLATE WASHERS 9 - STANDARD HOOK, 12 BAR DIA WET SET ACCEPTABLE. HOOK HOPIZONTAL REBAR ----------------------------- DIN - ----- SL �. N �j 05�O bif FHo Ix --------------------------- -_--_----IS�w"Fpu.ED. � uvulols: OORPWINO NO. I C N, ZIDB S5.111 - OF ] FILE WMEbNrybME V3<NFIINLpi IIPOPiE: MIDAS PPIMEO: Y'ILXZI 2 KEYNOTES °8a 1- 2X COMPRE551ON 6LOCKING W'/ (4)16d NAILS EACH 51PEPEK RAFTER o• v z 2 - SIMPSON L55R HANGER 3 - ROOF SHEATHING 4-2x6 RAFTER 02'-O"O.C.W/BIRDSMOUTH CUT(5EE ROOF PLAN FOR SLOPE) 9 - 5- FASCIA BOARD -�-10 6-6xB DF#I OR BETTER BEAM '/-6X6 DF #1 OR BETTER KNEE KRACE 5- WALL 5HEATHING 11 250FLEDGER W/ (2) 5/6' LAG 5CEW5 10 9 11- 6X6 P05T IN STUD WALL \ 12-2 5/6" LAG SCREWS 13-A RIM JOISTS 1- PORCH ROOF 6EAM (SEE PLAN) 2 - (2)10' 5DW5 5CREW5 TO CONNECT BEAMS TOGETHER 3 - (2)10" 5DW5 SCREWS FROM TOP BEAM TO COLUMN �� celurGa 1 KEYNOTES 1- 6'6" HEAD CLEARANCE ENTIRETY OF STAIRS 2 - HANDRAIL 36" VERTICALLY FROM STAIR NOISING 3- 7.3/4" MAX R15E 4-10' MIN RUN 5-2X CLEAT. PRE55URE TREATED IF FLOOR 15 CONCRETE 6- DRY WALL ? - LVL STRINGER 8 - 51MP50N SLOP ABLE HANGER 9- FLOOR FRAMING 10 - RIM BOARD 11- LVL DROPPED TO MATCH STRINGERS 72 - FILLER BLOCK 13 - MAX 4" GAP 14 - 42" MIN GUARD RAIL --------------------------- _ I � ■ N r i�+i�. 4Q'SSw� N °OXY I - a I I I I xEEecnreeamc iswEpV a n. � \•---------------------------' A a W C7 F A O H OPAWINGIA. uu 4911' mz N S5.2 e le Gp zl FlLE WWEBLwp BIII YNL.gn W WiE: YYVa%t1 VXIMERYdMl1 G °8a o• v z k A a W C7 F A O H OPAWINGIA. uu 4911' mz N S5.2 e le Gp zl FlLE WWEBLwp BIII YNL.gn W WiE: YYVa%t1 VXIMERYdMl1 ----- , I ; - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I❑ I L--� I I I I I O I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I 1 1 I I I I I I I I I I I I L J L _J r_________________J I I I I I I I I 1 BASEMENT MECHANICAL PLAN M1 1ro , Te• 2 MAIN FLOOR MECHANICAL PLAN mi V, . Va IaY.MAVIfM.Db•N NOIG (TNG SNEET ONLY) n T1E5E BALKGRLLND DRPY<WG5 PftE PROJD7m W s�irtPl. �A�P iiarrs ca��p �FaR STAIQ PEeMR. ME Fft65FNC.E OF TImC d.LWUN65 W T15 5ET DGT� NOT NDILATE MAT.M5 A4LHIiELi5 PFPROJ60R PPAiILIPPTm N T1E DESIGN OF 1HE SYSTEM. B. MELWJIGAL 55T@19 TO BE DE516N BJIID BY GUPLIFIm CGNIRALTLR GR LKhNSm ENGMEE2. B. FNY FE THAT MfLHO.NILAL PENEIRAT'FNS IHROJGN FIftFY1ALL5 qAE FGd11PPFD 1W111 PPPF4Jm 9PMPERS n5 2CdD. L. LOJNDINATE WM F N6 LftEY£a TO ENS MELHANKAL LMhr6 P,.D ROOMS n4E ADFINATE PND PRLPERLY FREPAam FLR NSTPLUTION. O. F)K cTXAT MfLNANKAL 5Y5TEM5 AftEM C/JMFLWJLE M111 LOLPL AND STnTE CODE 5 SECOND FLOOR MECHANICAL PLAN M1 yr . 10 am MMTE: 1 BASEMENT LIGHTING PLAN E1.1 1, - rd� 2 MAIN FLOOR LIGHTING PLAN E1.1 1° - 11 3 SECOND FLOOR LIGHTING PLAN E1.1 I.- . 1a LIGHTING LEGEND "�j()1/" yTtPPBF-MOJNI®L—1 WXTI— P/y` RKF95ED GN LHEV0.TMSC RaMEI utier,Ev uw Iavvarwetzm�el ryyXl RY.eF.m caV wJFitAOLE LF]GE (E(LA4E) µyyJ v.�. 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