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HomeMy WebLinkAbout20250047 83 5th Avenue Area Variance Revised PlansCONSTRUCTION NOTES: GENERAL• 1. -SEE C W�.WNGS PAVE BEEF: PREPARED TO MSET GENERALLYACCEPTED PROFESSIONAL STTNCARCS. BEFORE SA TN'G CGN5TFUCTIGN THE BUILDER RUST RENEVND BE RESPO.'SIBLE TO ALL DEALS NO DIHEISIINS ND ENSURE 1HAT = TM E PLAn:S MEEALL G:RRENT LGC•AL STATE GR IAIGNAL BUILDING CODE REGUI.EHEhTS. THE BOILER SMALL CHECK E WTN LOCAL OURLIIG DEPARTMENTS TO SEE F A PRCFE:SICNAL STAMP fU REGURED CN CRAWNGS =ICED. 2 WI-ItJ: CGNSICERAELE'IME M'D E=-CRT HAS BEEN GNEI: TO TE DGCLMEnTS TC A55l:RE LGMRYV:CE \VI:H APPLICABLE BOILING AND LAND USE RECALL+TiGn'S; P MAY BE'HAT ERRORS OR GMISSi KS HAVE N'07 BEEN ICFN-9D. THEREFORE, THE ISSUANCE OF THE CCCUMEnTS SHALL NOT, BE 001,57RI.EO AS ALTHCRTY TO MCLATE, CANCEL GR SE ASICE NY APPLICABLE CGN'STRL:CTICN ANCiGR USE REGL'I-AICNE. B CON. ICR.NO SL'BCGhTRACTGRS ARE T. CHECK ND VERY ALL DIMENSIONS ND CCNDf�iCIS BEFORE WORK IS 5 RATED. <, CINTRALTGR N'DSLBCOhTRACTGRS WHO FAIL TO VERY RENEW ECCGRCWATE THE WORK SHALL TAKE FULL RESPGn'SBILRY FGR M1E WORK N'D NY PCRICN GF TFE \WORK IMPROPERLY ILGTED OR CGn'Si FUC�D. 5. CODES GOVERN OVER CRA\NAGS. 6. DIMEN'sCNS GOVERN CAVE. SCALE. 7. CGNTR+CTGRND SUBCGNT-CR55HALL NOTIFYARO-= IF MMEN'SIONAL ERRORS GR STRLCI, R CONFICT5 COO AND SHALL PROCEED UPON CUARFGAION OR REYSICN 1551,E0 BY. iCHrEDT. B. VERY MECHNICALNCPWMBIn'G REGUIREMEnTS >RCR TO FRAnIM1G. 9. VERFY TCPCGR C AND SLESLRIFACE CONLTIONS AND ACAPT FCLNDa- PLANS AOCCRCIN'GLY. 'G. THE CCNT CTOR SMALL VERY THAT ALL METAL FA97EN'ER5 ANDATTAGHMEITS IN CONTACT WPH PRE5ERWATNE TR . O (PT) WOOD ARE CCRROO ION REEISTNT TD THE SPEGFC PRESERVAT B TREATMENT PRESENT IN THE WOOD. THE CCN7RACTCR SHALL PILLOW THE RECCMMENGAIGNS OF T I-E MANIi=.aGTLRERS GFALL FA57ENERS, HAFCWA.REAND PRE=ERVATNE TREATED WOOD PRGCL'C75 USED ON 7-15 PROJECT. 11. AT A MINIMUM, FAST. ERS IN CINZv W1: H PRESSURE TREATED MUObILL AND SILL PLATES SPAN BE HOT DIPPED GALVANIZED (HOG) MEEIN'G ASTM AM. FA57SNA SUCH AS NAILS AND WALLBOARD IWLS SHALL BE BATCH/POST HOG. CO NOT USE DRIIVALL SCREWS CR SAPLES AT THE EASE CF WAIIECARD OR SHEA'1-LU5 INTO TREATED SILL OR MLOSILL FATES. GALVANZED HARDWARE SHALL BE ETCMfFGST HOG WTi F1 A MINIMUM 5:A5 CONING MEETING A511 A, E3. PRODUCTS MACE WRH'CCN-UCUS' HDG OR ELECTROPLATE HCG ARE NOT ACCEPTABLE 12. PROVDE EGUNALEnT GR BETTER TEAMS FGR SPEGFEO PRGOL'CTS NO MATEPoALS SI:CH AS LUMBER HARDWARE, FASTENERS. CONNECTORS, ETC. SUBMT AL ERNATES FORPPPRGVAL 13. BLILCER TC VELFYALL GENERALNOMATEFAL LOGES ARE ME. 14 BUIILERro VERYALL STRUCTURAL REO.IREMEM1TS ARE ME II'CWONG DEAD, WEAND APPJCABLE SNOW LCACS. DESIGN DATA: MAIN LEVEL FLOOR LOADS FLOOR LANE (DAD 40 PSF FLOOR DEAD LOAD 15 PEF ML KTCHEN FLOOR L["AC5 FLOOR WELGAD 50 P5= FLOOR DEAD LOAD is Ps; DESIGN CODES: GENERAL BL'ILDIN'G LODE 2020 -dermal =ed. Ff - Yc Smra CGNCREE AG 3:A--11 WOOD N'91 / AFEPA ICE275, NAIGN'AL DESIGN SPEC! FICAT ION, 2C5 EDTGN STEEL AISC -STEEL CGNSRUC7ICN MANUAL- -MCN CLIMATE ZONES: FCR THE CLIMATE AND GEOGRA➢HIL DESIGN LRTEFA IN TABLE RSO2(1) GF THE 2O2C hY5 Re.da-ral Code, REFER TO REGLIREMENS OF LUMA'fE ZONE 5 (MGISTA)A5 GEERMINED BY SARATGG.A SCHEIECvAOY COUNTY FOUNDATION E CONCRETE FLATWORK: 1. PC N:G NWY.LS ARE DESIGNED ASSUMING UNIFORM, COMPACT V, GRANULAR EACK9LL REDESIGN OF WAILS OR FOOINGS WILL BE REGURED FOR CUAY CR PARTIALLY CLAY SOIL WNDMON5. Ni R FIELD VERIFY REBAR SPEGFCAIGn' FOUNDAIGl: 2 SUBA,A1-ACTORANNS En . BASED ON FlELD COM1CfIOhS; NGTI'1'AGCFrECT IF FEID CGNCPIGNS ARE S1 IFICAN%-CIF-EREhT THAN DRAWINGS INDICATED. 3. THE CGhTPACTGRNp CONCRETE 51.'8C5NII-CRSMALL FEUD VERY DAYUGH„ WALKCUTANO FROST WALL LOCATION ND SIDES. 4 CON'CREE RE NFGRGNG STEEL SMALL BE GRADE 60. Y - 6O K51 S. CONCREE-SUICEUNES: ELEMENT FOOTING/FGLnCAAICN SLABS ENTERIC. CONCRETE CGMPGSTE STRENGTH, FC 35W PSI 35W PSI •1C'CO PS LEME,mcLS MATERAL 8201.85. /YARD • <',G CBS. /YARD • 565 CBS. /AFRO LVtGE AGGREGATE I INCH INCH 3 INCH (CRUSHED UMESTONE) AR NA NU 6%-CAR-1% • W FOOTINGS, FOLNDAICN AND SLAB CONCRETE 20% F.YASH OR 30% GROUND ELAST FURNACE 51-- IS ACCEPTA OF CAUDUM CHLORIDE SHALL NOT, BE USED IN NY W CRE1E 6. CGN'CREE FOR 51LAE-CNGRADE SHALL BE (5) SACK MIX 7 ALL SUSS ON GRACE SHALL HAVE CDhTRGL OR CGnSTRULION JON7S AT A MAXMLM SPAGNG IN FEE OF 1HREE THEE, THE SLAB T tCXNEE51N INCHES EACH WAY, E`LEPT AS NO. ON THE CRAWNGS. MAINTAN N ASPECT RAIO OF NOT MORE THAN 15. S SLABS ON GRACE SHALL BE RE FORCED WTH FIBROUS REN'FGRGNG. THE SLPPUER SHALL PLACE FIBERS IN THE COnCRE'E AT THE ETCH PLAINT W THE AMOUNT AND IN THE MEYCO RECCMMENDF .. 9. LAPCONTNUOUSWALL REINFORGNG-B-AR CLAME'ERS LNLES50I-.ERWISE NOTED. PRGYICE CORNER REBARS=CAR HCRZCNTAL REINFOROR:G, MATCH WALL REINFORGNG SIZE AND SPAGNG, BEND EARS, WTH B6' LEGS. PRGVICE DOWELS FROM FCOMN'G EQUAL IN SIZE AND NUMBER TO VERY, WV OR PER REIN=ORGNG. 10. PROVIDE CORNER RENFGRONG BARETO MATCH HCRIZONTAL WALL REINFGRCEMEhT 11. COVER FOR REIPDRGNG SMALL BE IN ACCORDANCE WTH AG36 AS FOLLOWS: WAIL5-11?. FROMCUTSCEFACE,UNLESSN'OT DOTHERWISE WALLS -T, FROM INSIDE RACE UNLESS NOTED OTHERWISE FGGTII'G5 -3, FROM EO. PGOIN'O 12. PROVDE BEAM POCKETS IN FOLNOATION WALLS WHERE NEEDED. FILL POCKS WRH CCN'CRETE A-- RBE-v15 ARE SE. 13. ALL FO,NDAION -LL5 TO RECEIVE %ATERPROGFNG WTH MASK AND MEMBRANE. lc. PROVDE SILL RATE ANCHORS ©24' O.G. Uh'LE55 NOTED GRDER\NSE. STARING \VTHIN 1Z FROM BUILDING CORNERS NDR .CR ATE ENDS AND A MINIMUM OF 2 AN'LHGRS PER SILLITE R SHCIVN: SnPSGh''M.ABtSS MUD SILL NG-IRS, TEHBEC ST. Ali ERVATE: 51MPSGN'1HC50AGOHHG' (`/1' GLi x A') TIC EN -0 FD SCREW ANCHOR B. SLABS ON GRACE FOR OCCUPED. TEMPERATURE CDNTR.OILED BUILDINGS SHALL HAVE A VAPOR BARRIER OF 6 MIL MIN, THICKnESS BETWEEN THE SL-A8 AND THE COMPACTED FlLL 16. FIELD VERY B.CK LEDGE HSGWS AS AoPUCABLE. 1]. WILL REWFORCEMEl TO CO11NUE THRU PIERS, SOILS, SITEWORK E GRADING 1. THE CCtsR-AC TOR SHALL RERAN AREGISTEREG 50115 EN'GIhEER GUALFIEG'G CONFIRM TFE SOUS AT THESMARE CA➢ABLE OF PRLVICIN'G I-E .SOURED SOIL BE -WING PRESSURE. I GRACE SEAMS AND WALUS T HAT REAN EARTH ON BOTH SIDES SHALL BE SACKFLIED ON BOTH SOES SIML4ANEGL'SLY. 3. THE MAN LEVEL FLOOR FRAMING, 5LB-FDCR OOh'STRL'CION ON'BYEMEN-SLAB ON GRACE SHALL BE IN PLACE PRO. TO B-AcK - 4 AG NOT BRADN IUAALLS.EARNING EARTH (LOWER AN hT IPPER FJ DCRE CONCRETE HAS RE -ACHED 2B CAY STREINGTH. ND ALL BRACING ELEMENTS ARE IN RACE (LINER NC UPPER FLOORS), 5. BACKFLLND CGMP.AOT \VT}! GRN'U11R FILL IN CANE -FOOT MAWMUM U-5 G. FLL MATERAL SMALL BE THCRCUS-COMP, TED PRIOR 70 FI_ACEMEVT G-CCNCREE THERE SHALL BEA MINIMUM GF 6'LL FSAID CANCERALL SLABS IN GRACE 7. PERMIC EO FLOW:R DRAINSWRAPPEDWU- W GEGTE%T1LE F TBRC AND sE IN GRAVEL BED SHALL BE INSTALLED ON 1HE CUTSIGE C= LOWER EDGE OF \WALL FGGIN'GS WALL FRAMING: 1. DIMENSIONS ARE TO =RARE WALLE. L'NUSSS NOTED OTFERWISE 2 THE COM1TPACTOR SUPRJERE AND SUB-DDWP -ORS SHALL VEPoYNDAPPRCVEALL FRAMING 5L'ES AND OTHER SRIUGi RAL r-I;PPCRIF CIF=ERFIxT TI+TN SPECIFIED 3. PSI T DEnOES TF.S JOUST- �tFAEI• HICRGLLY"I LVL ICE LAMINATED VEI\EER LUMBER, F>e2,6OC PSI, E=2.CCO,CCO P51 4 'LSL'CEh'OTES TRIOS JOIST- LEVEL IM6ERSTRYID l5t 13E LAMINATED STRAND LUMBER Fsd,TOO PSI, E13CO3CG0 PSI 'G.L'i.NT CENOTE5 I - SLUED LAMINATED TIMBER SCLTMERN PInE Fa = 2000 PSI, E =14CG,OCO PSI. 6. A,`HGNYPPG'DENOTBE, POWER PRESERVED GLUELYM BEAMS BY AN7HONY FOREST PRODUCTS CO. EWS 2c VsMV 5P, Fat-G,eCp P51, Fxa2,=C0 P51, E1,BGO.000 P51 7. AWN5TUG5 wlfF'JGLSI, RAFTERNDTRL55LOCATIONS A. HEALER CONSTRUCTION \VTHN 2.6 \VAt r F TO BE (3) 2,i G. \41", II (2) LAYERS GF 1?C58. UNLESS NOTED OTHERWSE 9. HEADER LGN'STRIGT ,'I 2xc WALLS TO BE (2) h C. WTH 0) LAYER OF 1/Z 05B, UNLES NG'ED OT HERWLSE '0. PL.-SAIDWICMED'2i.0 HEADERS TO Be WALED TOPND80-0 H GOC.WRl+16d NAILS n. AT MULTIPLE PLY FRAMING MEM5ER5, PROVIDE AT LEAAT ONE SUPFCRIN'G 5TL0 PER PLY. PRGNGE BLGCKIIG THROUGH=LOCK. V-IING TO-11-SFER LOADS 12 iRCVICE A MINIMUM OF(2)LAP/ CRIPPLE SLOE AT HEADER END OF ALL E SRCRNCI ERCRIUDAD BE LNG WNCOW ND DCGR OPENINGS WHEN A LVL HEADER HAS BEET: SPEGFED OR IF OPENING S GREi ER THAT: $. 13. PRGVDEA MINIMUM OF (2) KING/FULL HSGHT 97LC9 AT HEADER END OF ALL EXTEFOR NO IWERCR LOAD BEARn'G WINDOW AND OGCR OPENINGS WHFN A LVL MEAGER HAS BEEN SPEGFEO GR IF OPENING LS GREYER THAN 4g. 14 UMBER GRADE TO Be SPr W / 92 OR BEER ALL NAILS AND SCREWS TO BE COA' . 5. THE CONTRACTOR SLFFUERS AND SUBLOMRACTCR5 SHALL, VERY ND APPROVE ALL WIDOW AND CCCRSIZES. a. VERY NO CCORPNA, Et, SPOR DOOR NC WIDOW ISSWfi H INTERCR DOOR HE'ISIS TO A551URE AUGNMEINT OF DOOR ND WIIOCW CASING AND MOLDING. 17. WNCGWS,ODORS. AND OPENINGS ARE DIMENSIONED TO THE CENTER VERY WNCOW ND DOOR RCLGH CPEnINGS WTI• MAnUFACTL'REPoS SPEGFGAIGh'S. 1A. .*DPLIGTIGN ND INSTIL.\LOAN GF ALL H-VYTVARE INLLLDING MINCERS N'D BR -+GIG TO BE PER MANL'FALTURER'S sPEGFCAIGNS. TYPICALE%TERIPA WALL SPEANG: ]l^o' C58 AP4 RATEp SHE-IiIN'G (1) SIDE, AT✓KH NTH Bd N-VL5 ©GOAD. AT PANEL EDGES, Ed NON MINIMUM. PAnEL IM1TERIGR POINTS. 5'APLES ARE ALLG\WED IN RICE CF NAILS. SvAPLE'E SHALL 8E t-:? LONG HINIMUM.16 GAUGE 71O CROWN. $GALE STAR.E� PA'O.L. AT PANEL EDGES NC tZ O.G. AT PANEL INTERCR 20. RSC- DS N'OT, ROUGH SAIVN CEDAR TO BE WESTERN OSCAR Na.2 GRACE OR 5E-ER FCLLCWN'G SCHEDULE 5 A MINIMUM NAUN'G REGL'IREMEhT. SEE CRA-W FOR PO551BLE HIGHER ELREGEMENTS: ELEMENT NAIL SIZE NUMBER ELGCAIGN SOLE TO ECLE RATE 160 COMMON TOE NAIL OR (2) DIRECICNAL STLD V CAP PLATE 16D COMMON (2) TCE NAIL OR (2) CIRECIGNAL DOL'BLE 97UO5 16O COMMON 1ZO.C.CIRECT CGR.SRSTLC5 16D COMMON 24-O.C.CIREC- DOUBLE GAP RATE 16D COMMON 160.C.OIRB T MEAGER BEAMS TO TRMMFRE *0 COMMON (3) AT EACH ENO 7RUS5 RATE 160 CCMHCN (6)CO. DIRECT AT BOSSE: 17 O.C. AT INTERCR PCINTS -U55 RA.'E -PROVIDE SIMPSGN Hi hLRRGA:5 ISE O TRL55 SERh'G, SEE MFG'S. SPECS FOR N-AUNG 22 PRINCE HCLD GOWN -CHORE AS REQUIRED BY CODE FLOOR FRAMING: R T T TJI. T JGST'®16'O.GA5 ICED; OR EGUAL 1. FOG ,07 5 TO BY S 2. 'LVL' CFl:GTES TfII;S JOIST MCROLLAM LVt 2.GE LAMINATEp VEIEER W MBE., Fr_2,6G0 P51, E-]CCO.00O PSI 3. 'PS ''CENC"ESi SJOST PARALLAM PEL 2.0E PARALLEL STRA\D LUMBER �'EGO P51, 6-ZOCQOCO PSI c O 1 eE LAMI ' TIED (RAND WMB Fr-2 25 P51 'LL-CEn'OTES TRl:5 JGI5, IMBERS-RAJx 5� hA 5 ER 5 A 7MLU 000 P51 5. AT nWIRE PLY FRAMING MEMBERS, PROCCE AT LEAST ONE SLPPCRIIG STUD PER PLY. PRLVICE BLOCKING THROUGH FLOOR FRAMII'G TO TRANSFER UCAO5, 6. LUMBER GRACE TO BE SIFF OR eEi DER 7. ALL NALS AND SCREWS TO BE COATED I AUGN STIRS \VTH JO15` RY-ER, AND TRU55 LOCAIONB 9. RIM BOARDS IO BE 1=A-, -LW MATERAL '.1 FLOOR DECKING TO BE yc•TEG GSB - OWED AND SCREWED; PROVIDE BLOCKING AS NECESSARY. 11. PROVIDE SIMPSGN MINCERS AT ALL BE+M TO BEAM NO JGST ro BEY`( CONNECIGN LIGAIGh'S. HANGERS TO BE SL'EO AN'O LONFlGURED BY'SInPSGh'CR THE CChTRALTORAS REGUIREp. SMPSGN HANSEREi AND CONNECTORS IN CCMACT WT. PRESER/ATNE TRETEO WOOD TO BE ZM WHCG COATED AT A MINIMUM PER ASTM A153. PROVIDE STANLESS STEEL MACS AT ALL DECK MINCERS NO CGNIECIOIS. ROOF FRAMING 1. THECGNfRACTGRSI:GFJERS NDSUO{ChTRACTGR55MALL VERYNOAPPROVE THE RCGF LAYOUT AND CGNSTRI:CIGN TECHNICLE 2. COMPLY WIfH N(L TIMBER CGn'SiRUCICN MAht/•AL FOR HOOD CIN5IF,LTGN. RCGF TRUSSES SMALLDG RUEWM1+YISPECIFlCAIONS. BRAGNG (TEMPORARYI DPERM•NLPPPER SY 5, 3(a mfe•J ND TRL'S5 MAN'UFAACTLRERS REGL'IREMEM1T. MINCERS CESIGIED ND 51.PFJED BY TRI1E5 MANUFACTI:RER. 3. AUGN SILOS IVt;H J0151, RAFTER AND -..55 I-C-101S. 4. PROVIDE HLRRGV.E TIES AT 7PL'55 SEARNG PGih S AS FGU.OW5: SIMPSON HI HURRICANE TIES AT SINGLE PY RIG= 7FU55 BF.APoN'G LOC.AIGNS: SIMPSON LT5:8 TWIST 6`R AT EACH SIDE OF GIRDER TRUSS SAARNG LOCATIONS: SIMPSON L V6 Tw15T SRAP AT ONE 51.E OF EACH YIP TRUSS BEARIG LDGAION: PRCVIGE SIMPSON .23 HURRICANE TIES AT RAFTER BEARNG LOCA11ON5. SEE MAVL'FACTURERS SPEGFCATIGN'S FOR NA IS REQUIREMENTS. S. WHERE FEVER THAN TFREE TRUSSES WT, H THE SAME WEE LAYOUT OCCUR (CGMF -G LATERAL TE MEHLOS OF 5' LZING WEB MEMBERS Ih' -=S AL-ERVA BRAG G O LOMPRE.SIGN WEB MEMBER 7 SHILL BE PROVIDED (a.; 2xA or 2x6 N-ALEC INTO 2x41NTG-SHAPE). 6. NOTE 8C511-03 REGLIREMEhT OF CWGGNAL BRACINGIVHERE HGPoZGhTAL \vEB BRACING IS SHOWN. OLY+ONAL BRAGM1'G TO OCCUR EVERY 2G, ND MAY BE APPJED W SECIGnS BETWEEN HGRIZCM1TAL Ai LEAN CANE HORZCN^AL BRACE 51-COLD BE PROVIDED FCR EVERY'SE^GF TRUSSES WTH IDENTICAL WEB LAYOUTS. 7. GABLE ENDS HOMER THAN A' MUST BE BRACED ALL AIL A: lR A. W MBE. GRACE TC BE 5PF , / E OR BETTER ALL WADS AND SCREWS TO BE COATED. 9. TYPIGLROOF SHEYWG -,0 BE ]lea^EXPOSI:REl AP4 RATED SHEATHLNG \Vi1H Ad NYLS 060.C. AT PANEL EDGES. Ad NNLS PZO.C. AT PANEL IM1TEROR PRGUIDE EDGE LAPS BEI\WEEN SUFFGRTS. tO. PROVIDE SMPSON MINCER$ Ai ALL BEAM TO BEAM AND JOST TO BEAM CGf:IEGIGNS HANGERS TO BE SPECIFIED AND CCNFlGLRED BY SIMPSON CR THE COINTR R. lt. PROVDE MINIMUM OF (3) PIY FORALL GIRDER TRUSSES FOR BEARING ON Ow= WALLS. SHEETINDEX ID Name A0.1 COVER AO.2 SITE SURVEY AO-3 SITE PLANS AO.4 EXISTING MODEL VIEWS AOS PROPOSED MODEL VIEWS AOG PROPOSED MODEL VIEWS AM EXSTING FRONT ELEVATION A1.2 EX5TNG LEFT ELEVATION A13 EXSTING REAR ELEVATION A1A EXSTING RIGHT ELEVATION A15 PROPOSED FRONT ELEVATION A1.6 PROPOSED LEFT ELEVATION Ai.7 PROPOSED REAR ELEVATION Al.B PROP05ED RIGHT ELEVATION A19 PROPOSED CARRIAGE HOUSE ELEVATIONS A2.1 jVXSTINO MAIN LEVEL DESIGN FLOOR PLAN A2.2 EXSTING UPPER LEVEL DESIGN FLOOR PLAN A23 EXSTING LOWER LEVEL DESIGN FLOOR PLAN A2.4 PROPOSED MAIN LEVEL DESIGN FLOOR PLAN A2.5 PROPOSED MAIN LEVEL DESIGN FLOOR PLAN A2.E PROPOSED UPPER LEVEL DESIGN FLOOR PLAN A2.7 PROPOSED LOWER LEVEL DESIGN FLOOR PLAN A3.1 FOUNDATION E LOWER LEVEL WALL FRAMING PL... 'A3.2 MAIN LEVEL FLOOR FRAMING PLAN A33 MAIN LEVEL WALL FRAMING PLAN ABA UPPER LEVEL FLOOR FRAMING PLAN A35 UPPER LEVEL WALL FRAMING PLAN A3.6 ROOF FRAMING PLAN A3.7 CARRIAGE HOUSE FOUNDATION PLAN A3.a CARRIAGE HOUSE MAIN LEVEL WALL FRAMING PL., A39 ICIARRAGE HOUSE ROOF FRAMING PLAN A3.10 FOUNDATION MODEL VIEWS A3.11 ROOF FRAMING LAYOUT MODEL VIEWS A i.1 BUILDING SECTION A4.2 BUILDING SECTION A43 BUILDING SECTION A4.4 BUILDING SECTION A4s BUILDING SECTION A4.6 IBUILIDINO SECTION A4.7a BUILDING SEOTON A.4.7b BUILDING SECTION A5.1 TYPICAL DETAILS A5.2 I FRAMING DETAILS f�Q�l VISBEEN architects 3351 CLAY5TONE ST. SE STE. G22 GRAND RAPIDS, MI 49546 III a VSBEEN ARCHDEGTS, H. PROJECT24Na.: .4.04 11 PROJECT Mu:YEMEhT Rhyne All Ellianne Huizin a 9 SEAL 4"EUPA 11 I J EL nL IL 6 ma 'jo O 6 Ln Ii SHIEST TILE II COVER MAPNOTES 1. Boundaryinformation shown hereon was compBedfram map reference 1, and an actualfieldsurveyconductedon Jan uaty 16, 2023 2. North orientation and bearingbasepermagneticJanuary2013. 3 Saratoga County taxparcel166.13-2-25. 4. The location ofimdergroundimprovemenis or encroachments, ifany exist, orasshown hereon, arenotcertified. There may be other underground utihbes, the existence of which are unknown. Size and location ofall underground utilities must be venh'edby the appropriate authorities. The UndergroundFacilltiesProtecdve Organization must he notified prior to conducting test borings, excavation and construction. 4. This survey waspreparedwithout the benefit ofanuptodate abstractoftitle. 5. MevaLions relativetoanArbitraryVerticaIDIDtum. 6. Reproduction or copying of this documentmay be a violation ofcopyrightlaw unlesspemussion ofthe author and/ or copyright h older is obtained. 7. A copy of this document with outa proper appGcudon of the surveyor's embossed seal should be assumed to be an unauthorized copy. 8. Property comer m on um en is were notplacedas a part of this survey unless otherwise noted. 1. Conveyance to The Susan H. Hampson Living Trust by deed datedAugust21,2002 ffledln the Saratoga County Clerks Office on Septemberl0, 2002ln Book 1623 of Deeds atpage 197. 1. Map entitled 'Map of Lands of Gerard E. King Jr. 'prepared byDavid F. Bamiss, Land Surveyor, dated October21, 2004, property ofDanah Land Surveying PLLC. ::3141 fr ' 1:r.Ah5'x r'_aT II i6 STTE NOTTOSCALE "ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEALARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION." KRISTIN M. DARRAH I DATE 050803 4�OF NEy, Ill ,�P �MM1F /�✓P/ * T4 9 V _ o , ���% rAND `+Oo- i N i Lands Now or Formerly of Lands Now or Formerly of I V I S B E E N Caroline Street School McCue, Trust I architects i 3351 CLAYSTONE ST. SE Instrument No. 20150074JJ I 166.14-1-33 STE.G22 166.13-2-18 I-RodFound GRAND RAPIDS, MI 49546 a 20'NEafComer Capped/mn RodFaund . N:56 86°44"E60.00' - - - e vs2ReN azcHrEcrs, iM. _ _ Chain yu�kFenc'e 0 x 5°2. Ram - � shed PRaecT tva: 501.5 24.4.04 V y/Fence Shine OHW OHW OHW OHW OHW OHW OHW, / -1 6r4adon vRaPcrww,GenErT: xhl�ry9 Rhyse Altman 302. x sUt.i Ellianne Huizinga I � s5x \ A-=9,480tsq. fG x SODS x 502.2 \ x 501.8 soz H w 302.7 1 i 1 x 502.2 � Lands Now or Formerly of 26' Pan Sri-� fin, Lands Now or Formerly of Rilm �/ by B�noEc King afar ceps 6:Y Quinn, Trust Instrument No. 2007024869 Walk Acunie ,- - Instrument No. 2007034921 E/er C.- sib g ` 166.13-2-24 g ii ter 166.14-1-29 woadFramc Gmve/ Rcaidcncr :Generator .Qdmney i.. W-dow i / ! ACU t n, 502.6 _ Wd& / 1 :Gas ft sU2s } Gas; PavedOnve 02 f- Line Z 1L V 1( m 5022� 502.0 F L a / 502 > "N C Q m.5 x 501.6 W-1k x 501. - - N IL 13 501A \ x 50U.7 { l.L 6 507 - I- Rpe L 1- Pipe 4-Rod x s°U.i•- 30a6 Found CppedImn Rod Found - - 60•DD S86°44:56" W CorKsete Walk BFNOUTARK Nutatheadaf-a �9 At ♦9M Avv.S w ovation salsa' � Z ❑uD O t at F¢7HAVENUE m 3 F C Qn � REVISIONS RECORD/DESCRIPTION DRAFTER UNADTHOR ZEDTHIS ALTERATION OR Map of Boundary and Topographic Survey sr�rrmt: ADDITION TO THIS DOCUMENT IS A SUBD SON 2 OF THE NEW YORK Lands Now orFormerly of STATE EDUCATION LAW. © 2023 The Susan H. Hampson Llvmg Trust Darrah Land Surveying, PLLC SITE APPROVED:IaM C/TYOFSARATOGA SPRINGS SARATOCA COUNTY, NEW YORK Po SURVEY DRAFTED.• MWB _ _ Danah Land Surve n PLLC CfIECKED• � - -- 3'1 Y 23002-1 1, PROJ. NO: 23002 59Lake Avenue, Lake Luzeme,New York 12946 � Voice: (518)798-4692 SHEET • 10F2 SCALE: 1 "--20' or (518) 654-9416 O NO.• 23002 s�sE no. DATh':1/25/202? 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I- I J IL Cu'iI n i'7t_ 7.L ILA P,I C 771 1, T [ r'f` Ilt 7. �_II IT -1 ,i. `_ I. f[ T.I'7C 7t :�7r .:.,L 11 :r, -',. .,. I' -I, r ..IL..�CS.r I��_.. _, I I I II f t h f fi I , II__ _ I t .]1 1[ p r II !L _II__ — 11 I[ _.II 4 Jr. f I J[ S.,_u I u. [ .:I ]1 IL L IL C I IL rr L u ,L II ,L "r 7- , L _ ,L - I� LL li (I -] L C _ ,L rt- IL T .. n I n 11 _n L rl _ I -I- S - C 11 It. a 1L - 1�� 11_ 1 1 1 I' t [ II _T_ `7 L.11 T - L i tl __ Il I _IL� IL i "_ 11.L I[ Jl '.11 il L i�'rIII. 7f, Irf 1j1 IV."��'LiJL-�— II :_ -AIL !L _IL _iL. _r tr `III J fT-I It.., L;CC.JI it it" _ II T _.__I_ 7 •:'L _� ]C IL [ I ,[ I[ J. Ir -'T I I. 1 I I I ] L� -I . - f ` - -' -- - - I' - L �I I 1 1 7 4 17L 1� I 1 T. 7t II I L_ .- tr n n ,[ a II_ _ 7 r �- r n -L ,� �17i_ T� -I -IT II �i�11 ll7t ��1-L i I[I ,L� tI I -I t II r ' .�. r ri�I h [ tl_L tL 7. �[ It�II .L,[ t JL -. T. - _.. L r �. `.. _,C.. _ LI �L, ']L ,. S 1 �r .t Il 1r. II t _':.n II_ r d n._,L.r�L ,t A L L 7 r EXISTING FRONT ELEVATION V VISBEEN architects 3351 CLAY -STONE 57. 5E STE. 022 GRAND RAPIDS, MI 49546 III av-5� ARC rr 9 - I 1724.4.04 GROJFLT Ma.UGEMFI T: Rhyze Altman C W�F„�G: Ellianne Hulzinga sex BLU'm EXISTING FRONT ELEVATION III srF.�na� I �� I e VISBEEN architects 3351 CLAYS, ST. 5E STE. 022 GRAND RAPIDS, MI 49540 I O VIEBEEt�AFLFrtECtE. ire. IT fli-­ 7RGJECTfe.: 24.4.04 yr aEc nuy,GFi-�En^.. Rhyee Al+man ORP.= In'G: Elllanne Hulzinga EE4L I TOP OF UL INTERIOR WALLS it ' 1-1 T L T T- TOP OF DOOR (UNIT) _ _ TOP OF WINDOW (UNIT) ._ EUIlLEf1 l9 O -- _ -��TOP OF ML WALLS - - - --- _-----� } —alb---------- TOP OF DOOR (UNIT - - — - - m TOP OF WINDOW (UNIT) ii,rl l C 0 o Q rn ® N a 1 L LL U m N o _ T TOP OF ML SUB -FLOOR J - TOP OF FOUNDATION 'Z tV I ns W 0 TOP of SLAB TOP OF FOOTING Ul a Q n �I EXISTING LEFT ELEVATION SEE, I SG -ALE: 3iB' = 1'v C EXISTING LEFT ELEVATION SFEE-�G. Al 2. TOP OF UL INT_"cR_IOR WALLS _ TOP OF DOOR (UNIT) TOP OF WINDOW (UNIT) TOP OF ILL SUB FLOOR TOP OF ML WALLS TOP OF DOOR (UNIT) TOP OF WINDOW (UNIT) TOP OF ML SUB -FLOOR _ _ TOP OF FOUNDATION TO_P OF SLAB_ _ _ _ _ _ TOP OF FOOTING VISBEEN architects 3351 GLAYSTONE ST. BE STE. 022 GRAND RAPIDS, MI 49545 a wsee� u� Mr s. i- I v�24.4.04 i Paciecr ww�Gensh7: Rhyne Altman cw+mnG Ellfanne Huizinga i ss+t. eu2cEe L L Z OL -u_ L� (� LL O 1 Q' W 1^1� � {� 6 T N I Z 0 t I� N W 0 W i Q n N EXISTING REAR ELEVATION F�A EXISTING REAR ELEVATION SFEE ISO. TOP OF UL INTEWOR WALLS TOP OF DOOR (UNIT) _ TOP OF WINDOW (UNIT) TOP OF UL SUB -FLOOR TOP OF MIL WALLS TOP OF DOOR (UNIT) TOP OF WINDOW (UNIT) TOP OF ML SUB -FLOOR TOP OF FOUNDATION TOP OF SLAB in TOP OF FOOTING EXI5TING RIGHT ELEVATION =U E;36" = 1-O V VISBEEN architects 3351 GLAYSTONE ST. BE STE. 022 GRAND RAPIDS, MI 49546 O V -BEF trs. m+aEc-: 24.4.04 � 7FOJEG' MN'v�GEMEh- Rhyse Altman DW.'M'C. Elllanne HwI=Inga sE� Bub m W Q n 0 6FEE TIF EXISTING RIGHT ELEVATION TOP OF UL INTERIOR WALLS _ TOP OF DOOR (UNIT) _ _ TOP OF WINDOW (UNIT) GABLE EAVES (TYPICAL): • 5/4 x 4 STEP FASCIA w/ • 5/4 x 6 FASCIA w/ • 2 x 6 SUB -FASCIA ON • V2' VENTED SOFFIT • NO FRIEZE TO_P OF UL SUB -_FLOOR TOP OF ML WALLS TOP OF DOOR - (UNIT) TOP OF WINDOW (UNIT) CURVED WINDOW $ TRIM, BUILDER TO COORDINATE NEW SIDING: • STUCCO PER OWNER SELECTION • BUILDER TO COORDINATE TOP OF ML SUB -FLOOR. _ _ TOP OF FOUNDATION MASONRY (WHER'c SHOWN): • RcAL THINSTONE VENEER (TBH) •w/ 2' STONE GAP TOP OF SLAB TOP OF FOOTING BUILDER TO COORDINATE I / BUILDER TO CENTER NEW CHIMNEY ASPHALT SHINGLES, NEW CHIMNEY $ METAL CAP w/ \ BUILDER 70 COORDINATE EXISTING CHIMNEY STRUCTURE_I REAL THINSTONE VENEER (TBH) " GARAGE EAVES: -.._ 1 t 1 n 5/4 x 4 FASCIA w/ ..rl r L .—J,�.r --r' - I I n 'r n Y Jr 1 [ .n ,I-'T _1, . 2 x 4 SUB -FASCIA ON i. [ �_[ _ . V2' VENTED SOFFIT II1., i 1 r .f_ r T 7i�sY I - t J 1 - _ L. • NO FRIEZE I I�_L r f rC -. _iL I. I.I .. 11.1 1L � 1 1 JI 1[ - _ I r L ]i L I 1✓ IL J II 'r . J` if I[ J 'I 1 T:ti[ II 6n2 11 I -L [ 1ji ITJ R / CURVED METAL ROOF $TRIM, BUILDER TO COORDIN4T'c / BUILDER TO DEMO $ REPLACE f EXISTING DOORS $WINDOWS PROPOSED FRONT ELEVATION -I- CURVED DOOR E TRIM, BUILDER TO COORDINATE BUILDER TO COORDINATE BUILDER TO COORDINATE EXTERIOR LIGHTING NEW PORTE COCHERE W EXISTING GARAGE SLAB BUILDER TO COORDINATE BUILDER TO COORDINATE NEW FRONT PORCH STEPS ARCHED ENTRY $ BARREL CEILING, W EXISTING GRADE SEE SECTION ON SHEET A4.1 DECORATIVE BEAM, SEE DETAIL A, SHEET A5.2 DECORATIVE BRACKET, SEE DETAIL B, SHEET A5.2 V ji VISBEEN architects 3351 CLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49346 O VISEEEN ARC! -SEC'S, Inc. PRaEc N�.: 24.4.04 PROJEGTItM'TCEHEhT: Rhyme Altman CR4P11NG: Ellianne Huizinga sex a1=L SFEEi TITLE PROPOSED FRONT ELEVATION i SFEE I:O. ,�1.5 TOP OF UL INTERIOR WALLS TOP OF DOOR (UNIT) TOP OF WINDOW (UNIT) TO_P OF UL SUB -FLOOR TOP OF ML WALLS - TOP O_F DOOR (UNIT) TOP OF WINDOW (UNIT) TOP OF ML SUB FLOOR TOP OF FOUNDATION TOP OF FOOTING PRE-ENGINEERED ROOF BOX GIRDER TRU55 TRUSSES @ 24' O.C. �\ PRE-ENGINEERED ROOF ROOF GIRDER TRUSS TRUSSES @ 24, O.C. III L'I n I ii 14/12 1 II I -' -ILI �II .li n III W if _A I I I �I— PROPOSED LEFT ELEVATION -- - '1L' ❑, PRE-ENGINEERED ROOF \ Z- TRUSSES @ 24' O.C. m a fCT Ire i Ji t ._ [ i[ Irk iI II IIII :.. I[ - - J-14/ n - IIII � i I_ I — -IT IIII a - If 11 i'._ n n I I l m 11 r' rr :➢ n r„ ....➢ IIII � li _ _ ]t i 2'I_yI I 13-3 V2' ITI L----------- -—IxR 't—————————— — — — —-� �i 11-101 Ilia ZA VISBEEN architects 3351 CLAY5TONE ST SE STE. 022 GRAND RAPIDS, MI 49546 o v158EFJ: nac�rEc-s. o-c. cr+aEcr ne.: 24.4.04 vaaEc ww+>EnErr: Rhyse Altman Elllanne Huizingo sF u: 8=,m O Y a Z _ 0 d i N LL o 6 N j Cr, Ul d n SFEE TLE PROPOSED LEFT ELEVATION TOP OF UL INTERIOR WALLS TOP OF DOOR (UNIT) TOP OF WINDOW (UNIT) TOP OF UL SUB -FLOOR TOP OF ML WALLS TOP OF DOOR (UNIT) TOP OF WINDOW (UNIT) TOP OF ML SUB -FLOOR TOP OF FOUNDATION TOP OF SLAB_ OP OF FOOTING PROPOSED REAR ELEVATION V VISBEEN architects 3351 CLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 a �nseEEN nac"rtEcs, i��. vvaEa No.: 24.4.04 PPOJEGTMWwKiEMENT: Rhyse Altman .-NC-. Ellianne Huizinga 5E BuI M I SFEE� 'Ri LE PROPOSED REAR ELEVATION 9i-EET NO. Al.7 -II 11 14ji AIF il IT L II n -61 I L h oiI I u. 7i[ I T� _it I I-. L_ IT . TOP OF UL INT'cRIOR WALLS TO_P OF DOOR (UNIT) TOP OF WINDOW (UNIT) TO_P O_F UL SUB -FLOOR _ TOP OF MIL WALLS TOP O_F DOOR (UNIT) TOP OF WINDOW (UNIT) TOP OF ML SUB -FLOOR TOP OF FOUNDATION BUILDER TO COORDINATE PORTE COCHERE OPENINGS W NEW WINDOW TOP OF SLAB TOP OF FOOTING PROPOSED RIGHT ELEVATION SGLE 3i9" • 1'd SIDE GABLE EAVES: DECORATIVE BRACKET, • 5/4 x 6 FASCIA w/ SEE DETAIL C, SHEET A5.2 ' 2 x 4 SUB -FASCIA ON / •V2'VENTED SOFFIT NO FRIEZE BUILDER TO COORDINATE PORTE COCHERE OPENINGS w/ NEW DOOR tII — J _ -1 I,F _ I 'II ILr;::R �I II 11-7 .. III r IT.' �: I" 7 -i I- lI I, II I: I ,II It 11 _ I "T 1 -i / \ It t L_lr I[. I li u ! L 14/12 lI' IL 1 1 I t �.'_iit tl sd VISBEEN architects 3351 CLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 O VLSBEFN TRCI-REGT5,1-c. vvaBCT h..: 24.4.04 vaaECT n.+nwFrlBnr Rhyse Altman OF.�=TIh'G Ellianne Hulzinga Sex BLILZ 0. SHEET TffLE PROPOSED RIGHT ELEVATION SHEE I:O. .�1.8 I 4T15 �( 3,_9,. 8 O/. I m a IPi p\tp / / a �a �(� �� 1T_3, I-- i '" BATH DINING 11'-7v2" II n N' I OFFICE ; I I - b '. 6'•10' � 6'-10' � 6'c' m Dw iVIN in 3 — — iv GARAGE ,;, l KITCHEN m � a-G Imo❑ �$•- -�<' - - -- _._.- __ -i� � .. ..... .... __ .... ... _ .I ate• cq F 7.10' i`r �I I% BUI T IN ---- _ g — b N BUI TIN BUILT-IN - �� LIVING m m DINING 7-10' n fb- UP 51tl 7l' - Mod 6� b� iv a iv a Square Footage: INTERIOR 1,322 sq ft G4RI4GE 283 sq ft- f 47-5" f / EXISTING MAIN LEVEL DESIGN FLOOR PLAN 1 5- = 1 _ ,. eji VISBEEN architects 3351 CIAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49540 a nsees�.ucHrscrs, o-c. 24.4.04 aaa�ec rvwsnsnr� Rhyse Altman Ellianne HUizinga sl + eU=M W sl n EXISTING MAIN LEVEL DESIGN FLOOR PLAN srsE w. ,�2.1 30'-61/2" n a 0 Square Footage; INTERIOR 1,203 sq ft EXISTING LOWER LEVEL DESIGN FLOOR PLAN -51. 12'-2" o e VISBEEN architects 5351 GLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 O VLEEEN PRCHTEG'S.Irs. PRCUEGT Ne.: 24.4.04 PR;JJEGT I�YW+GEMEhT: Rhyse Altman Silianne Hulzinga sEnL sLLC n k sFfEE .nE EXISTING LOWER LEVEL DESIGN FLOOR PLAN rKE lc.. A2.3 (I) ) PROPOSED MAIN LEVEL DESIGN FLOOR PLAN V VISBEEN architects 3331 GLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 a viaeeEN�r- ' .I— PPO SI Na.; 24.4.04 vaaEc n+N �EnEti- Rhyse Altman ORA-�iNG Ellianne Huizinga SE-.L Bf: m 4, Q o BMEE T I PROPOSED MAIN LEVEL DESIGN FLOOR PLAN s1sr NO. (� PROPOSED MAIN LEVEL DESIGN FLOOR PLAN U '� VISBEEN architects 3331 GLAYSTONE ST. SE STE. G22 GRAND RAPIDS, MI 49546 III O �PR MCrt 9. ". I v�24.4.04 GPOJEGT MN:«EMEtf Rhyse All GR�-I�G I Ellianne Hutzinga sEw Btixm H n b BEEF T E PROPOSED MAIN LEVEL DESIGN FLOOR PLAN BFEE NO. .�2.5 �P M �IH Na4i TRANSOM TRANSOM 14'-71/2" PROPOSED UPPER LEVEL DESIGN FLOOR PLAN 47-F TRANSOM TRANSOM TRANSOM 14'-71/2" 47-5" VISBEEN architects 3351 GLAYSTONE ST. SE 5TE. 022 GRAND RAPIDS, MI 49546 9 Vl58EEtJ ARCFfifEGTS,Irc. vvaecr No.: 24.4.04 vaascT nANxeneNT: Rhyee Altman OW4-1M1'G Ellianne Hulzinga svx eul nm w C n SFEE ir1E PROPOSED UPPER LEVEL DESIGN FLOOR PL-AN sreE' NO. .�2.ro I J (V h Square Footage: INTERIOR 1,20.3 sq ft 41- 47-5" 4'-61/2" 7-9" 13-71/2" 47-5" PROPOSED LOWER LEVEL DESIGN FLOOR PLAN 5c+ _ia = r-c 13-71/2" E N Fi V ji VISBEEN architects 3351 GIAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 o visaEsu.un-rtEc-s, o-<. vaaEc n..: 24.4.04 vvaEC YWNGEHEM.� Rhyse Altman CR el. E4111anne Huizinga SEAL. a-M tW- C SrM PROPOSED LOWER LEVEL DESIGN FLOOR PLAN SMEE' AO. .�2.7 A4.3 A4.2 A4.1 I � / r, BUILDER TO COORDINATE STEP FOOTING NEW FROST WALLS W PER BUILDER EXISTING FOUNDATION \ BUILDER TO VERIFY LOCATION j OF EXISTING BILCO DOOR I b i I I \ L— — — — — — — ---- _......__.:..: r-------— ------ BUILDER TO VERIFY LOCATIGN OF EXISTING WNDOW WELL III UNFINISHED BUILDER TO VERIFY LOCATION I OF EXISTING FIREPLACE _ BUILDER TO VERIFY LOCATION / OF Ex15TING WNDOW WELL BUILDER TO COORDINATE I NEW BEARING WALL N BUILCER TO COORDINATE NEW FROST WALLS w/ EXISTING FOUNDATION STEP FOOTING PER BUILDER A4S 9-7 V2' / — — — I------ ---� — — — — — ---- I BUILDER TO COORDINATE NEW BEARING WALLS — — — — — - FOOTING PER BUILDER � I L---------I------ J A45 BUILDER TO COORDINATE NEW BEARING WALL BUILDER OF EXISTING LL TO MOL STAIR �,_.. _,__.._.......... BUILDER TO DEMO EXISTING WNDOW 8 WNDOW WELL AJ UPSET STAIR BEAM S V4' x 9 V4' SHOWN BUILDER TO VERIFY BUILDER TO VERIFY DIMENSIONS OF EXISTING FOUNDATION FOUNDATION 8 LOWER LEVEL WALL FRAMING PLAN A4.6 WILDER TO VERIFY LOCATION OF EXISTING WINDOW WELL A4.7 A4.2 A4.1 WALL KEY ■ FOUNDATION WALLS EXTERIOR WALLS: • 2x6's @ 16" O.C. • 7/16"APA RATED SHEATHING • INSULATION (PER BUILDER) • VAPOR BARRIER (PER BUILDER) • SIDING (SEE ELEVATIONS) • 1/2" DRYWALL E INTERIOR BEARING WALLS: • 2x6's @ 16" O.G. • TREATED 2x BOTTOM PLATE • 1/2" DRYWALL o INTERIOR PARTITION WALLS: • 2x4's or 2x6's @ 16" O.G. • TREATED 2x BOTTOM PLATE • 1/2" DRYWALL i EXISTING ELEMENTS E] POINT LOAD LOCATION FRAMING NOTES: • SEE SHEET COVER SHEET FOR CONSTRUCTION NOTES • DIMENSIONS ARE TO FRAMING • SEE SHEET AW TYPICAL FRAMING DETAILS • WINDOW AND DOOR HEADERS SHOULD MATCH EXISTING V VISBEEN architects 3351 GLAYSTONE St SE STE. 022 GRAND RAPIDS, MI 49546 O 1158E ARGI'REGTS, Irc. PR E=IN- 24.4.04 vaaec W�N.�GEMENT: Rhyse Altman P -N. Ellianne Huizinga SEAL BUIXD L - O Z L u 0 Q 'L L N IL a co o 10 6 SIFE E FOUNDATION $ LOWER LEVEL WALL FRAMING PLAN s�55r na. A4.5 NEW 9 VW FLCOR J015T51 m 16' O.C. BUILDER TOVERIFY4 MATCH TO IXI5TING ML FLOOR 5Y5'EM ._ .:. _ BUILCER TO VERIFY .... __ BUILDER TO VERIFY I I _.. - - - - -- - - — _ .... - I I - 91;a _GGR - I a Isr�o.cfc - _ r BUILDER TO COORDINATE NO BLOCKING NECESSARY `" NEW STEP w/ IXISTING BETWEEN POINT LOADS MIL FLOOR SYSTEM B PORTE COCHERE SLAB .._.. ....... _. __..._ I I _.. NO BLOCKING NECESSARY': --. -.: :::::: -_ .: :.:::. --. .:::::: BUILDER TO VERIFY :::. BETWEEN PGIM LOADS i i --- _- I I �-�- BUILDER TO COORDINATE-- BEARING WALLS BELOW$, _ _ -' ---- _ BLOCK BETWEEN JOINTS ON EITHER SIDE OF WALL POINT LOAD TO TRANSFER LAOD BELOW. BULDER TO ✓CITIFY POINT LQAD Or. _ POINT LOAD II,I I \ POINTLOAD �� POINT LOAD BUILDER TO VERIFY BUILDER TO VERIFY II _ - _ L� iI —. .. BLOCKING TO TRANSFER .. _:I: I _........-:.. STRINGER LOAD TO ...... _. I WALL BLOW .: POINT LOAD — .... .... BUILDER TO VERIFY _I UP•5ET STAIR BEAM BLOCKING TO TRANSFER STRINGER LOAD TO V4'LVL SHOWN ... WALL BELOW ::-POINT ----------------------- \ LOAD--- I POINT LOAD BUILDER TO VERIFY - 1/X FLOOR I I o c ?/ .. I POINT LOAD POINT LOAD BUILDER TO VERIFY ... I BUILDER TO VERIFY I: -. - __ _ -.E� 1... I ..._.—_... �...... ..... .._._.. _..I I ... _. A4.1 I I I I BUILDER TO COORDINATE I I NEW STEP-IX15TING ML FLOOR SYSTEM ff L ___ ----� E%ISTING GRADE L_ _ _ _ _ _ _ _ _ _ _ _ J A45 ) . A4.6) ( A4.7 A4.4 A4.3 A42 A4.1 V VISBEEN architects 3351 CLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 o vL��n Aacl-rtEcs, 1.�. PRAIE°T ne.: 24.4.04 n�vwem-T: Rhyse Al+man cRAr-1n> Ellianne Huizinga sex Bl=sE W H � 0 slE l IRE MAIN LEVEL FLOOR FRAMING PLAN MAIN LEVEL FLOOR FRAMING PLAN 5G.4E.E6 -0 O 3 6' A4.4 A4.3 A4.2 A4.1 BUILDER TO OORDINATE BUMP CUT v✓ NECW PATIO STEPS HEADER 51/4' x n 7/8' SHOWN BUILDER TO VERIFY A4.3 UP -SET BEAM A4'� 5UIL x 9 TO SHOWN BUILCER TO VERIFY BUILDER TO DEMO EXISTING BAY WINDO 17.3 V7 I 10'-7 17-3 V7 .I�— G-2 V4' �'5-31%2' S'•3 V2"- V-2 V4' 6'-1 V4_ TA V2•f - _ _ _ - -y-----��-�D7 N 5i113'4' s GIII 1'-10' �+ n BUILDER TO DEMO � .�_� BUILCER TO DEMO EXISTING WALL E WINDOW EXISTING BAY WINDOW m ,/ HEADER DINING =y; : 4' o 5 V4' x n 7/8' SHOWN 6'•10' BUILDER TO VERFY 61I 5 V7 17.3 V7 S-8' 7.1' ' S V7 2'- I � 5-1 V7 � 5 V3' BUILDcR TO DEMO IN- IXISTING WALLS E DOORS KI-TGHEN �j - SIDE 3'a: ENTRY G`1 BUILDER TO DEMO EXISTING WALLS E OPENINGS HEADER — — — 5V4'x117/8'SHOWN L BUILDER TO VERIFY § i, G'•93M' 8'-0V4• M 51/2'�,,. 4'-7 7-6' $1Q' 7.0 V2' 2'-0V2'3V7 7•Ir — — HEADER 5W4 117/8'SHOWN § N P NTRY BUILDER rG vERFY BATH BUILDER TO DEMO - h EXISTING WALLS E DOORS 2-8ta `1 BUILDER TO DEMO 1 C 2•$• EXISTING WINDOW a \ 3,-G• --I N �\ b I M BUILDER TO DEMO E REPLACE EXISTING DOOR g j _. ......_ t EP r BUILCER TO VERIFY — LOCATION OF EXISTING FIREPLACE =1 I T BUILDER TO DEMO 5.4 LIVING —_--- EXISTING DOQR 36 IN w ) — — — —— URSET STAR BEAM BUILD'cR TO COORDINATE 3 V2'x 9 V4' WL SHOWN NEW ML TO UL STAR w/ I Ji, — BUILCER TO VERIFY EXISTING WALLS f-a' �— — — — — — — — — — — — —� BUILTINGDER TO DEWINDOWO.M — — — — EXIS� 1.1 Ste' I-'m — — — — 5V4'x9 V4'LV SHOWN �I .�C C BUILDER TO VERIFY a I I \ \ NEW BEARING WALLS FOR ML TO UL STAIR, HEADER _ _ _ - - - BUILDER TO V.I.F. 5 VVSOWN L84'G 51/1' _ _2_O 1/7EY 9.9 1/7 r \ BUILDER TO DEMO E REPLACE BUILDER TO DEMO EXISTING WALLS E OPENINGS ICI-.�' FOYER EXISTING ML TO UL STAIRS - �\ URSET BEAM in \ II - BUILDER TO DEMO 5 V4'x9 V4'LAN VL SHO\) 2—$• b BUILDER TO VERIFY I I I- EXISTING WALLS E DOORS N BUILDER TO DEMO EXISTING WINDOW v — — — — I I — — 6'•10 I H17B' BUILDER VERIFY m 5!f F BUILDERRDEMO M w REPLACE E REE L EXISTING DOGR \ CURVED HEADER BUILDER TO VERIFY CURVED HEADER BUILDER TO VERIFY BUILDER TO DEMO E REPLACE EXISTING FRONT PORCH, \ BUILDER TO DEMO EXISTING WINDOW COORDINATE W EXISTING GRADE 7.3 V4' � 6'-4 4' 3-11 V2' 3•10 V4' S� 4' g V4' � IN-7'V2' 7-n• 7 V7 A4•1) 47-W \\ A4.6 1 MAIN LEVEL WALL FRAMING PLAN BUILDER TO DEMO STING DOOR E STEPS 51/4' x n 7/8' SHOWN BUILDER TO VERIFY BUILDER TO THICKEN EXISTING WALLS n'•81/2' SVVI,f BUILDER TO COORDINATE n NEW OPENING TO ALIGN vd DOOR CURVED HEADER a BUILDER TO VERIFY BUILDER TO DEMO EXISTING DOOR BUILDER TO DEMO EXISTING STEPS E COORDINATE FLOORING TO MATCH EXISTING CURVED HEADER BUILDER TO VERIFY BUILDER TO COORDINATE NEW OPENING TO ALIGN w/ WINDOW L L L- CURVED HEADER �1 BUILDER 70 VERIFY i HEADER E V4•x n 7/8'SHOWN U BUILDER TO VERIFY LJI BUILDER TQ DEMO EXISTING GARAGE DOOR BUILDER TO ICKENTH EXISTING WALLS A4.7 A4.4 A4Z A4.2 A4.1 WALL KEY ® FOUNDATION WALLS EXTERIOR WALLS: • 2x6's @ 16" O.C. • 7/16" APA RATED SHEATHING • INSULATION (PER BUILDER) • VAPOR BARRIER (PER BUILDER) • BIDING (SEE ELEVATIONS) • 1/2" DRYWALL INTERIOR BEARING WALLS: • 2x6's @ 16" O.G. • TREATED 2x BOTTOM PLATE • 1/2" DRYWALL INTERIOR PARTITION WALLS: • 2x4's or 2x6's @ 16" O.C. • TREATED 2x BOTTOM PLATE • 1/2" DRYWALL EXISTING ELEMENTS El POINT LOAD LOCATION FRAMING NOTES: • SEE SHEET COVER SHEET FOR CONSTRUCTION NOTES • DIMENSIONS ARE TO FRAMING • SEE SHEET A5.1 TYPICAL FRAMING DETAILS • WINDOW AND DOOR HEADERS SHOULD MATCH EXISTING V VISBEEN architects 3351 CLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 O V15BEEN ARGFREGTS.Inc. vac.IEc Ne.: 24.4.04 PRG.IEGT M•N•15EMENT. Rhyse Altlran DRAFTING: Elllanne Huizinga sex BiJ m I i 51'EHf TfLE MAIN LEVEL - WALL FRAMING PLAN 19,EEN0 . A3.3 UPPER LEVEL FLOOR FRAMINO PLAN 5G+1E:3B = 1-0 VISBEEN a r c h i t e c t s 3351 CLAYSTONE ST. SE STE. G22 GRAND RAPIDS, MI 49546 0 v-BEEN gPCHfECTS, I— PPQ.E N- 24.4.04 vPaEcr nrNwEnEN'r: Rhyse Altman V-4 NO; Ellianne Huizinga SEiL BUILDER SfEE' TRIE UPPER LEVEL FLOOR FRAMING PLAN SF'EEf NO. A4.4 A4.3 A4.2 A4.1 A4.5 I 4 A4.G — — — ® 7 TU--514'�SCR RINSI SS In n n n n n n=_=====J----- / n n n r n n n II II II II II II I I I I II II II II II I II II II II II II I I II II II II II II II II II II II II I I II II II II II I II II II II II II I I it II II II it I II II II II II it I I II II II II II I II II II II II II I I II II II II II i IN -I r— rr I —Ir I- I IT II a''o II II II II II I _ _ I it II II II II Flo I Iu II II II liiib AREAQF �- I AREAOF I II II IIN L9 N OVERBUILD OVERBUILD �q �_ III II II w�I II fir II II it II II I _ _ _ -n� I II II II II II �� I It-----1 PRE-ENGINEERED ,7 I AREA OF 7 II �I'f. PRE-ENGINEERED II ROOF II GIRDER TRUES OVERBUILD II II ROOF GIRDER TRUSS II II II I I I I II II II I II II II II II II I I II II o II II II I I II II II II II I II II II-____JI II II I I II II oa II II II I I II II II II II I II II II I I II II �0 II II II I I II II II II I BUILDER TO COORDINATE RooF TRUSSESH I I I I II �;'N II I II I I II II 1 II II II I I II II H II II II I I II II II II II I II II II II II II II � II II II II II it II I PRE-ENGINEERED II BUILDER TOCOORDIN4TE II II AREA OF �I/% II BOX GIRDER TRUSS NEW CHIMNEY CHASE v✓ i II I I II II OVERBUILD II II I I II II II Apa'A OF ROOF TRUSSES IIOVERBUILD II II - -u------u-IL --u - �TT7y -- — —— — — — —— BUILDER TO COORDINATE NEW CHIMNEY w/ EXISTING m'' I I STRUCNRE BELOW PRE-ENGINEERED —��— I :���.. PRE-ENGINEERED ROOF GIRDER TRUSS 1,4• B-B T•4• ROOF GIRDER TRUSS 1T�II�f1� ----- --- _ AREA OF AREA OF Tll.p", u AREA OF VEOVERBUILD ORBUILD I rcl0 II I I OVERBUILD 11 I "Oil I I I I II II II I -- I -I-I—I- _- / PRE-ENGINEERED SCISSOR PRE-ENGINEERED SCISSOR TRUSSES ©24' O.C. > TRUSSES ® 24' D.C. CURVED BEAMS m 24' O.C. CUT FROM 1' PLYWOOD A4.5 ROOF FRAMING PLAN - for reference only A4.7 A43 A4.2 A4.1 VISBEEN architects 3351 GLAYSTONE ST. SE STE. G22 GRAND RAPIDS, MI 49546 O NSBEEN )RCHfiEGTS.Irc. PAOJECTI:O.: 24.4.04 PucuEG' navGEMENT: Rhyee Al+man CRAFTING Ellianne Hufzinga sE.w BLLOM v I Q 0 � SFEE THE ROOF FRAMING PLAN ' OF UL INTERIOR WALL5 OF DOOR (UNIT _ OF WINDOW (UNIT) ± IT TOP OF UL SUB•FLOOR TOP OF ML WALLS _ _ _ TOP OF DOOR (UNIT) _ _ _ _ TOP OF WNDOW (UNIT) TOP OF ML 5U8•FLOOR _ BUILDING SECTION SU-: = ,- CURVED BEAMS ® 24' O.C.. I FRONT PORCH I I I J � I I I I —_ E uu� BUILDER TO COORDINATE j CURVED METALROOF —� CURVED ROOF TRIM: • 5/4 x 4 STEP FASCIA w/ • 5/4 x 6 FASCIA W • 2 x 6 SUE•FASCW ON • V2' SOFFIT �, • BUILDER TO COORDINATE n w/ CURVED ROOF R BUILDER TO COORDINATE BARREL CEILING w/ CURVED ROOF E ARCHED ENTRY PORTE COCHERE DECORATNE BEAM, SEE DETAIL A, SHEET A5.2, OECORATNc BEAM, SEE DETAIL B, SHEET A5.2 VISBEEN architects 3351 CLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 ® VLBEE ARCFRELTS, I — PR 15E . N- 24.4.04 PPOJEGT MNv�CEMEhT: RFlyse Altman CRA o: Ellianne Huizinga sB� BSI cm W a F- `r n a s�sE rm E BUILDING SECTION SFEET �a. ,�4.1 SIDE GABLE EAVES: • 5/4 x 6 FASCIA w/ • 2 x 4 SUB -FASCIA ON • V2' VENTED SOFFIT `\ • NO FRIEZE MIIIIIIIIIIII PRE-ENGINEERED SCISSOR TRUSSES @ 24' O.C. PRE-ENGINEERED SCISSOR 7RU55E5 @ 24' O.G. 3/4'TE GARA RATED SHEATHING (GLUED E SCREWED) BUILDER TO V.I.F. EXISTING 9 VW FLOOR JOISTS @ 16'O.C. 3/4'TE GAPA RATED SHEATHING (GLUED E SCREWED) ILDEER TO V.I.F. EXISTING 91/4' FLOOR JOISTS @145 O.C. BEDROOM TWO PRE-ENGINEERED SCISSOR TRUSSES @ 24' O.C. rl �P.R'-E J GEIJ NGINEEI �R-.E`..-_ STRTOL O[ F RDERTUDS a 12 12 N\ TIT 12 12 12 PRE-ENGINEERED SCISSOR TRUSSES @ 24' O.C. I' PRIMARY BEDROOM 3/4'TEGA�A _ �� RATED SHEATHING (GLUED E SCREWED) UP•5ET BEAM BUILDER@ TO V.I.F.EXISTING 5 V4' x 9 V4%VL SHOWN I 9 V4' FLOOR J 5T5 / BUILDER TO VERIFY l' O.C. 16' O.C. - BUILDER TO COORDINATE NEW STAIR w/ EXISTING ML E UL FLOOR SYSTEMS FOYER HEADER 5 V4' x 117/B' BUILDER TO VERIFY BEARING WALL BUILDER TO VERIFY FLEX PORTS COCHERE e VISBEEN architects 3351 GLAYSTONE ST. SE STE. G22 GRAND RAPIDS, MI 49346 O VLBEEN ?RCFrtEGTS. Ms. GROJEGT I:e.: 24.4.04 PPG 7WWI GE ,. Rhyse Altman ORa 1 5: BL4CER III 5r1 E THE II BUILDING SECTION SFEET ISO. T Z ,�4.2 m r.: ..:CLOSEDINSULATION CELL BUILDER TO VERIFY / — IN5UL4TION CEILING R•VALUE 49 DECORATIVE BRACIc_R, i t I .T -1L L :J: SEE DETAIL 1 I_lI Jr r r1 I I —I— L L C f PRE-ENGINEERED TAIL BEARING BUILDER TO COORDINATE VENT PAN w/ TAIL•BEARING TOP OF UL INTERIOR WALLS / \� \ TRUSSES V 24' O.G TRUSSES E ROOF TOP OF WINDOW (UNIT) PRE-ENGINEERED ROOF I ENGINEERED ROOF 74/, PRE-ENGINEERED ROOF TRUSSES 24 O.C. _ \ TRU55c5 (9 24 O.C. / r. TRUSSES @ 24" O.G ��' �� � ���V PRE-ENGINEERED ROOF LAUNDRY GIRDERTRU55 / � SITTING � EXERCISE ICI HEADER / _ I BUILDER TO VERIFY 3/4'TE0ACA RATED SHEATHING ��� BEARING WALL o RATED SHEAi WING (GLUED ESCREW-cD) h BUILDER TO VERFY (GLUED E SCREWED) BUILDER TO V.I.F. EVSTING BUILDER TO COORDINATE V I N 9 V4' FLOOR JOISTS I� E%I5TIN09 V4' FLOOR JOISTS BUILDER TO VERIFY f' �iG"o.G (9 la. O.C. \ - - FLOOR R-VALUE 30 TOP OF UL SUB_FLOOR TOP OF WINDOW (UNIT) -- I LIVING I ENTRY f BATH FORTE / GOCHERE 3/4' T E G APA b 7BUILDER TO COORDINATERATED SHEATHING Uj CURVED HEADER vd OPENING (GLUED E SCREWED)BU7= QLDERnO V.IIR,El STINGii o 12 e VISBEEN architects 3351 CIAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 o NseBBu x+crrecrs.l�t. vaaBcr na: 24.4.04 vvaJec-ww+.GBnBn-: Rhyne Altman CRiRInG: Ellianne Huizinga s� B=a a Q n sWBBrtrtis BUILDING SECTION I sir no. A4 .s TOP OF UL INTERIOR WALLS _ _ TOP OF DOOR (UNIT) _ _ _ _ TOP OF WINDOW (UNIT) _OF UL SUB -FLOOR _ OF ML TOP OF ML 5US-FLOOR 7GINEERED ROOF PRE-ENGINEERED ROOF �5E5 l9 24. O.C. GIRDER TRUSS SHARED BATH I. KITCHEN 3/4'TEGAPA RATED SHEATHIN BUILDER TO COORDINATE w� 2XISTING 9 V4' FLOOR JOISTS @ 16, D.C. 3WTEGAPA RATED SHEATHING (GLUED E SCREWED) ILDER TO V.LF. EXISTING 9 VWFLOOR JOISTS 16' O.C. 12 12 ail 12 12 12 PRE-ENGINEERED SCISSOR TRUSSES 24' O.C. MIN W111=1=11101 DINING PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF III GIRDER TRUSS TRUSSES 24' O.C. PRIMARY BATH BEARING WALL BUILDER TO VERIFY SIDE ENTRY CLOSED CELL I BUILDER TO VER INSULATION nCEILING R-VALUE PR&ENGINEERED TAL BEARING BUILDER TO COORDINATE TRUSSES � 24, O.C. VENT PAN V TAIL -BEARING TRUSSES E ROOF PRIMARY CLOSET 3/4' T E G APA RATED SHEATHING (GLUED E SCREWED)" BUILDER TO COORDINATEFLOOR BUILDER TO VEF JOISTS EXISTING 9 VWFLOOR R-VALUE � 16' O.C. PORTE COCHERE BUILDER TO COORDINATE CURVED HEADER W OPENIN BUILDER TO COORDINATE NEW STEP w/ EXISTING ML FLOOR SYSTEM E PORTE COCHERE SLAB V VISBEEN architects 3351 CLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 ® �LBEEN.wCI-rtEGTS. tu. PROJECT N'a.: 24.4.04 vvOJEcr nuwEnEnT: Rhyse Altman DR:V-o. Ellianne Huizinga SE+L ul r SKIT RE BUILDING SECTION ;ABLE EAVES (TYPICAL): • 5/4 x 4 STEP FASCIA wo • 5/4 x 8 FASCIA w/ .2x 6 SUB•FASCV. ON • "'VENTED SOFFIT NO FRIEZE TOP OF UL INT-_RIOR WALLS _ _ TOP OF DOOR (UNIT) _ _ _ _ _ TOP OF WNDOW (UNIT) CURVED BEAMS (F 24' O.C. CUT FROM T PLYWOOD BUILDER TO COORDINATE CURVED METAL ROOF CURVED ROOF TRIM: • 5/4 x 4 STEP FASCIA w/ • 5/4 x B FASCIA w/ • 2 x 6 SUB FASCIA ON • 1/2' SOFFIT • BUILDER TO COORDINATE I w__1 ; / CURVED ROOF fOP OF UL SUB_FLOOR - _ _ 'OP OF ML WALLS _ .. TOP OF DOOR (UNIT) _ _ _ TOP OF WINDOW (UNIT) BUILDER TO COORDINATE NEW CHIMNEY E METAL CAP w/ EXISTING CHIMNEY STRUCTURE I I I Tl i t j- it Tl n __il. l _:I_ - BUILDER TO COORDINATE NEW CHIMNEY CHASE w/ ROOF TRUSSES PRE-ENGINEERED ROOF PRE-ENGINEERED 5055 TRUSSES O 24' O.C. TRUSSES (P 24' O.C. I BOX GIRDER TRUSS I HEADER PRE-ENGINEERED ROOF 5 V4' x 717/B' SHOWN 80X GIRDER TRU55 BUILDER TO VERIFY 7RU55E5 � 24' O.C. HEADER 5 V41x 11 T8 SHOWN BEDROOM BUILDER TO VERIFY I THREE I 3WT EGAPA __ 3WTE GARA BUILDER TO COORDINATEW RATED SHEATHING RATED SHEATHING EXISTING 9 V4' FLOOR JOISTS (GLUED E SCREWED) \ 'll (GLUED E SCREWED) 9 is, O.C. BUILDER TO VLF. EXISTING' BUILDER TO COORDINATE W UPSET BEAM UP-5ET BEAM 9 V4' FLOOR JOISTS \ u EXISTING 9 V4' FLOOR JOISTS 5 V4' x 9 V4' LVL SHOWN ®16' O.C. cp 16' O.C. BUILDER TO VERIFY 5 V4' x 9 V4' LVL SHOWN \, BUILDER TO VERIFY BUILDER TO COORDINATE v STAIR BEAM 3V2'x9 V4'LVL SHOWN - r .._.1—1F=---s�, BUILDER TO VERIFY � BEARNG WALL HEADER ....,.., 5V4'x 717/8'5HOWNi V 'VISBEEN architects 3351 CLAYSTONE ST. SE STE. 022 GRAND RAPIDS, MI 49546 O �2:.SE PRCI Mrt s. Iz. PROJECT 24.4.04 I vaaEcr w•n+seMErve Rhyse Altman Elllonne Hulzingc sEaL I eun�ER: L L } L N IL a N LL (Q + 0 srEEr mE BUILDING SECTION I sFEE h'O. m nv I �DF VISBEEN architects 3351 GLAYSTONE St SE tO' - STE. G22 --.-' - - ---_-I GRAND RAPIDS, MI 49546 J r �[ I 7 , �I -� L. I[ �I L F L: 1 T L.. -lC 11 f Faa c s F acHrec s. o-<. I _ l 11:T � II 11 : 1[ J: I II T" I Z I[ Il PRE-ENGINEERED 5C1550R / 1_12 i JL_ 11 i[ i 1[ I[ TRUS5E5 @ 24. O.C. 6 _ I _ : J Jj �.. lj I :_: 24.4.04 J1 it [ [ _7 it ._ I T b `1[II Jlf_ .. i F TL L I l S _ IT :.-� caasc na SFr en,: f Rhyne Altman I JI .IL (i 1 �. 711.... _ 1 ,[ Elllanne Huiminga 117/8'SHOWNC� �� � BUILOERTovERFY � i : Tf ] it I 1:1i71 b TOP OF UL INTERIOR WALL5 — a 21'- TOP OF DOOR NI _ _ V i TOP OF WINDOW (UNIT) BEARING WALL PRE-ENGINEERED ROOF' BUILDER TO VERIFYJ TRUSSES s—ez PRIMARY SITTING PRIMARY BEDROOM BATH •T P 34 EGAA RATED SHEA G �- TH N RATED SHEATHING GLUED E SCREWED ( )--- , (GLUED E SCREWED) L BUILDER TO V.LF. EXISTING I BUILDER TO COORDINATE Q 91/4'� OOOR�015T5 1, IXISTING 9 V4' FLOOR JOISTS 16' O.G. TOP OF UL 5U8-FLOOR Q Z TOP OF ML WALLS L --------- _ - ----- -- --�--- - =B- TOP OF DOOR NI1) N - L TOP F D W HEADER o 1. O WN O (UNIT) n III BUILD tl TO SHOWN r Q m p BUILDER TO VERIFY a FLEX BATH SIDE T ENTRY I • l 3/4r E G APA RATED SHEATHING III GLUED E SCREWED 1jI ( ) BLOCKING TO TRANSFER IY SUILDER TO W.F. EXISTING - STRINAGER LOAD TO 9 V4' FLOOR JOISTS Z W BELOW 916, O.C. Q t TOP OF ML SUB -FLOOR i it �I Ali U �I N TOP OF FOUNDATION .-.• - - I_ _I I BEARING WALL p � _ � � BUILDER TO VERIFY � UNFINISHED 0 BASEMENT i EXISTING 4• CONCRETE SLAB ON U s BEARING WALL VAPOR BARRIER ON BUILDER TO VERIFY I COMPACTED GRANULAR FILL w/ FlEERREINFORCEMENTINSLAB (TYP,) L -� BUILDING TOP OF SLAB - - SECTION TOP OF FOOTING BUILDING SECTION scxe vz _ rc- sH=-no o TOP OF UL INTERIOR WALLS TOP OF DOOR NIT) _ _ _ _ TOP OF WINDOW (UNIT) ' OF UL 5UB_FLOOR - - _ - ' OF ML WALLS - — — '_Off ML SUB -FLOOR - - — -------------- TOP OF FOUNDATION---------------- VISBEEN architects 3551 CLAYSTONE ST. SE STE. G22 GRAND RAPIDS, MI 49546 III OV-B—AR�TS, I- f vl24.4.04 oaaBcrtvw�vBriBnT: Rhyse Altman GKa.TVJG: Ellianne Huizinga BBx BLWM El IIs�— I I I I I I I I I I I I I I I I I I I I I I I H]s+.ln5rv-LED pN �- (]) V, NAILS m EACH II II II II II I -I ,�I II II III III I I I I I I I I I I L1 II II I I�\ I I I I I I I _ I I I I I I I I cpnnnuDusaaclAGcnAL _'_ I I I I I I I I BR+GES; ML TO BOTTOM I SCE OF TRU55 TOP LMDPDS � I I I I I I I I I I U>T6=MLs.Ir EACN TRuss I I I I � I I I z I I I I I I I I I TRuss wEB �Ea1KAI- I I I I w� I I I z l l I III II II II In II II II II II CIF fl II II II II II II II II II JF II I III II II II II II II II II �� III III II II II II II III I I I I I I I I I I II II II I I I I I I III I I TRU55 TOP CHORD I i( � TOP CFG_RD LITERAL (w°oD TRussEs.v ]a• oca EXTERfiR PROP - TOSMEATMInG TRUSS BEARING TYR DETAIL ALTERNATE 51MP5GN scwnssOo STPUCTIAtAL WOLD —��, SCREW AT EACH TRU55 InSGJ-L PER MFGR REpT. 7 Ee vERnC.V��� ab srIFFEnEa APA WTED SHEAn-NG AT GABLE EnO EACH END \ B!n'NL5 AT 3'O.C. \ a6 elOCpn'G —SEES u' O.C. 51MPSON LAPS :N LTP4 fR49n'G FRAMING P..-ATE m 49' O.C., FLLL m S LOF A\VAL JF WAlJ- (TYRCN.) 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HEADER REFERTO FRAMING PLANS AND CONSTRUCTON NOTES _ _ , ` „.,` _ � _ _ _ BOTTOM WINDOW RO._ _ - TOP OF UL SUB -FLOOR _ - PRE-ENGNEE0.Ep A4DOD FLCGR —� :d5T5 miG'OA. TOP OFML WALL_____ I sd VISBEEN architects 3351 GLAYSTONE ST. BE STE. 022 GRAND RAPIDS, MI 4954G O vteEFJ. ARCHrEcrs, �,. vaOJEcr AIR.: 24.4.04 vvoJEc n-w-wEnEh^ Rhyne Al+man GRAF N'G: Ellianne Huizinga SEAL BURGER i; ., :L ��. ;: rl ';-\ PRD�cE rnDMINAL da wQEx BLOCgNG BETWEEN STIASm L �{ � ''•'i i� �� �� BFEATFIn'G ANEL EDGES w' II' W1nCOW �_l-0 —�,� T! ,�-, :" REFER TO F0.AMINGES AND COnSTRJCTION NOTES 0 Z OPENING "^, 1�c; n1 DEFER TO ;; BeR-YL5m6'°.L.m PoNELEWES OI UI ,t C ' -I Bd MLSm D'OO.m RAVEL EDGES O t ,an i „ �r LIG'A3I TLITED SHEATHING YR) LL a to m BOTTOM WINDOW RO._ _ _ _ _ _ _ _ {` -_ '{ 51MP50N LIPS FRWIn'G T PLATE$ PER TIRGN- IL6T V 1 • GEWLS IF REQUIRED ,- •-'---"'--=•-_Gib--=.-- ... .. 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WALL I$ FLOOR ASSEMBLY DETAIL CODE REQUIREMENTS SCALE: d G' T-O' ]'-O' "AL': 0 b' i•d ]'O Z t U a w a 0 5HE TITLE TYPICAL DETAILS SHEET NO.