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Home My WebLink AboutBLD-15-005923Window Schedule Type Mark Manufacturer Rough Width Rough Height Model Designation Comments Wnd1owq3edficsdfom 1. Interior Rrisft Rn -ed i Typer SrnJated Ovided cs; M a Gems: EW . _ . gjass hardAere _ • scheduled for Installationassociated o• • wo _ • -. o• o• for Instiallaticn- 0.01 . ••..c •c � gmpecl windmisand between .. •c• ••• •• _. %ctay mAled to WrdmVcbor uits . - s bl .. 1 Custom Window Schedule 11-1011 Type Mark ATF28110 Manufacturer Rough Width Custom Model Designation Comments A -Series Transom ATF28110 E Custom B2 Andersen Corporation 2'- 8" 11-1011 A -Series Transom A Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 6 Lite A Andersen Corporation 2'- 8" 6' - 0" A -Series Casement ACW2860 6 Lite A Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 6 Lite A Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 6 Lite A Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 6 Lite A Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 6 Lite A Andersen Corporation 2' - 8" 6' - 0" A -Series Casement ACW2860 6 Lite A Andersen Corporation 2'.; 8" 61.011 A -Series Casement ACW2860 6 Lite A Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 6 Lite A Andersen Corporation 21 8" 61- 0 A -Series Casement ACW2860 6 Lite A Andersen Corporation 2- 8 61-011 A -Series Casement' ACW2860 6 Lite A Andersen Corporation 2' - 8" 61-011 A -Series Casement ACW2860 6 Lite A2 Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61. 0" A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61-011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61-011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 6.-0,. A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 21-811 61-011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 61-011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 6.-0,. A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2'- 8" 6.-0,. A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61.011 A -Series Casement ACW2860 3 Lite A2 Andersen Corporation 2' - 8" 61.011 A -Series Casement ACW2860 3 Lite B Andersen Corporation 2'- 11" 21-111 A -Series Transom ATF28110 3 Lite B Andersen Corporation 2'- 11" 21.111 A -Series Transom ATF28110 3 Lite B Andersen Corporation 2' -11" 21.111 A -Series Transom ATF28110 3 Lite B Andersen Corporation 2'- 11" 2'- 1" A -Series Transom ATF28110 3 Lite B Andersen Corporation 2'- 11" 21.111 A -Series Transom ATF28110 3 Lite B Andersen Corporation 2'- 11" 2' -1" A -Series Transom ATF28110 3 Lite B Andersen Corporation 2'- 11 " 21.111 A -Series Transom ATF28110 3 Lite B Andersen Corporation 2'- 11 " 21-111 A -Series Transom ATF28110 3 Lite B Andersen Corporation 2'- 11'1 21.111 A -Series Transom ATF28110 3 Lite B Andersen Corporation 2'- 1111 21.111 A -Series Transom ATF28110 3 Lite B2 Andersen Corporation 21-811 1' -10" A -Series Transom ATF28110 Diamond Grill B2 Andersen Corporation 2'- 8" 11-1011 '-10" A -Series Transom ATF28110 Diamond Grill B2 Andersen Corporation 2' - 8" 11-1011 A -Series Transom ATF28110 Diamond Grill 132 Andersen Corporation 2' - 8" 1' -10" A -Series Transom ATF28110 Diamond Grill B2 Andersen Corporation 2'- 8" 11.1011 A -Series Transom ATF28110 Diamond Grill B2 Andersen Corporation 2'- 8" 11-1011 A -Series Transom ATF28110 Diamond Grill Wnd1owq3edficsdfom 1. Interior Rrisft Rn -ed i Typer SrnJated Ovided cs; M a Gems: EW . _ . gjass hardAere _ • scheduled for Installationassociated o• • wo _ • -. o• o• for Instiallaticn- 0.01 . ••..c •c � gmpecl windmisand between .. •c• ••• •• _. %ctay mAled to WrdmVcbor uits . - s bl .. 1 B2 Andersen Corporation Window Schedule 11-1011 Type Mark ATF28110 Manufacturer Rough Width Rough Height Model Designation Comments B2 Andersen Corporation 2' - 8" 11-1011 A -Series Transom ATF28110 0 Diamond Grill B2 Andersen Corporation 2'- 8" 11-1011 A -Series Transom ATF28110 E Diamond Grill B2 Andersen Corporation 2'- 8" 11-1011 A -Series Transom ATF28110 Diamond Grill B2 Andersen Corporation 2' - 8" 11-1011 A -Series Transom ATF28110 Diamond Grill B2 Andersen Corporation 2' - 8" 11-1011 A -Series Transom ATF28110 Diamond Grill B3 Andersen Corporation 2'- 8" V.10. A -Series Transom ATF28110 Tempered B3 Andersen Corporation 2'- 8" 11-1011 A -Series Transom ATF28110 Tempered B3 Andersen Corporation 2'- 8" 1' -10" A -Series Transom ATF28110 Tempered 133 Andersen Corporation 2'- 8" 11.1011 A -Series Transom ATF28110 Tempered B3 Andersen Corporation 2'- 8" 11-1011 A -Series Transom ATF28110 Tempered C Andersen Corporation 2' - 8" 41-411 A -Series Casement ACW2844 3 Lite C Andersen Corporation 21- 8„ 4- 41 A -Series Casement ACW2844 3 Lite C Andersen Corporation 2- 8 41-4" A -Series Casement ACW2844 3 Lite C Andersen Corporation 2'- 8" 41-411 A -Series Casement ACW2844 13 Lite C2 Andersen Corporation 2' - 8" 41-411 A -Series Casement ACW2844 14 Lite C2 Andersen Corporation 2'- 8" 41-411 A -Series Casement ACW2844 14 Lite C2 Andersen Corporation 2'- 8" 41-411 A -Series Casement ACW2844 4 Lite D Andersen Corporation 2'- 8" 71-011 A -Series Casement ACW2860 Fixed D Andersen Corporation 2'- 8" 71-011 A -Series Casement ACW2860 Fixed D Andersen Corporation 2'- 8" 71-011 A -Series Casement ACW2860 Fixed D Andersen Corporation 2' - 8" 7'.0. A -Series Casement ACW2860 Fixed E Andersen Corporation 5'- 8" 7'.0. A -Series Picture Window APW5870 E Andersen Corporation 5' - 8" 7' _OH A -Series Picture Window APW5870 F Andersen Corporation 5' - 8" 11-1011 A -Series Transom ATF58110 7 Lite F Andersen Corporation 5'- 8" 11-1011 A -Series Transom ATF58110 F Andersen Corporation 5'- 8" V-10. A -Series Transom ATF58110 7 Lite F Andersen Corporation 5'- 8" 11-1011 A -Series Transom ATF58110 F2 Andersen Corporation 5'- 8" 11-1011 A -Series Transom ATF58110 Diamond Grill F3 Andersen Corporation 5'- 8" 11-1011 A -Series Transom ATF58110 No Grill, Tempered H Andersen Corporation 1 CUSTOM J Andersen Corporation 5'- 8" 61-011 A -Series Picture Window APW5860 K Andersen Corporation 2'- 91/2" 2'- 91/2" K Andersen Corporation 2'- 91 /2" 2'. 91 /2" K Andersen Corporation 2'- 91/2" 2' - 91/2" K Andersen Corporation 2' - 91/2" 2'- 91/2" K Andersen Corporation 2'- 91/2" 2'- 91/2" M Andersen Corporation 2'- 4" 5' - 0" M Andersen Corporation 2' - 4" 51-011 M Andersen Corporation 2' - 4" 5' . 0" M Andersen Corporation 2'- 4" 5._00 M Andersen Corporation 2' - 4" 51-011 M Andersen Corporation 2'- 4" 5.-0,. N Andersen Corporation 2' - 8" 7,-9. A -Series Casement ACW2860 8 Lite N Andersen Corporation 2'- 8" 71-911 A -Series Casement ACW2860 18 Lite N Andersen Corporation 2'- 8" 71-911 A -Series Casement ACW2860 18 Lite N Andersen Corporation 2' - 8" 71-911 A -Series Casement ACW2860 18 Lite N Andersen Corporation 2' - 8" 7._9H A -Series Casement ACW2860 18 Lite N Andersen Corporation 2' - 8" 7'.9'. A -Series Casement ACW2860 18 Lite P Andersen Corporation 2'- 6" 51-811 A -Series Casement ACW2658 13 Lite P Andersen Corporation 2' - 6" 5' . 8" A -Series Casement ACW2658 13 Lite P Andersen Corporation 2'- 6" 51-811 A -Series Casement ACW2658 13 Lite 2 Andersen Corporation Andersen Door Schedule 7'- 61/2" A -Series FWHID5876 0 Rough Rough Andersen Corporation 5' - 8" 7'- 61/2" A -Series Mark E Manufacturer Width Height Model Designation A -Series Comments 2 Andersen Corporation 5' - 8" 7'- 61/2" A -Series FWHID5876 0 E 3 Andersen Corporation 5' - 8" 7'- 61/2" A -Series FWHID5876 E 4 Andersen Corporation V- 8" 7'- 61/2" A -Series FWHID58761 O 5 Andersen Corporation 5' - 8" 171-61/211 A -Series FWHID587& L Dow SpedflcEdcm 1. Ir*3ior RrLc t NrTed 2 FbrdAere: Ar wrs, satin nidad 3 MAn Type: S rnJated Civided Utes (SDW his Screen Sta'1clei1'd sWirdng sa eet high tri' sp nervy nresh * Sill: Nbhogxy or gay Sill & Vlfite VVmd-er Stripping fi Gass: Duel pens, insLJa6ed, Ion-Eg1ass 7. Impact Pnatedcrr SUt.rcttral pV ood panels cut to fit each a3sently labeled and stoned on site with associated harcVare and scimcl Jed for inslallatlonwi-en necessary. 2- Flefer to Wncbiv and door 's! .• - fcr windborne ddoris • • ct • • - • s shmixin fcr WrrbWdoor_ - SII • s are rcugh ••_ • dn-emcns and should be verified bV the it Wth the latest n-anufacks&s; specificaticm 4 DeWer all Fs !• • _ -Wth • .I/ • insect screen,,mill = `+ •• • .. • harckam fC ari • in listoricallyappriopriate pxrLicts .i • a•• rn • ` be 1 is referred to as Thie Divided Lites or TCL and st-uld be verified against the termncicgy used ty each c _ iftedar and eDdedcr nulins W1h `•i != bar. Ths asset rbty to as 7. Al Wrcbms st-di have pet fat i anoe ratings deEdy cisplayed cn each unit for Mpecticn. aPricnptly = • - all is a• _ stickers;• •• s after s•ect• by C -X -X -E cifficial. •e• WrxbAs .I have `1 • pocket1 itresult in an adericr Ks • of • - uriess • e• • 1 - `- r.• e 12- Oontractor` d !• •'i - al cpardifies, ••_ .II • s i' • `•Q! rt • s • • •C• • • •- # Date Note 16 2016.06.07 Permit Amendment W Q �Qj W GY_ 0 E Q1 F— CO UU E - W QJ O V) V) �..� .E _ Ln 0 L .� U Cie V a rn # Date Note 16 2016.06.07 Permit Amendment Q �Qj � V 0 E o E - ^�j W E QJ O V) V) �..� .E O=J Oc L —� V # Date Note 16 2016.06.07 Permit Amendment M T a 2'-4- 3'- 01/2' 3'-01/2' 2'-4" 0'-8 %..0 vvu x 51 F&c vva®l n Second Roor Hall Bump In 1 1/2!1 _ 1'-0n Exten'or casing - assembly at first floor front windows 3fl Ridge�etai 111� /2l = 1-0 I plywood deddrig 1x. Ride Height bber Membrane Iters per framing plan lper frarringplan 1x Cep 54x6; Exterior 311 = 1'-( moo. • - � �-• t. •• ••• • • a� : • �:,. a• -•• � -- • • :-��•••� •ot. •• .�� - - 3' aaw 1 x6trirr 1 x 1Ofas ixscffit st Wndb„cE Eave detail at office bay and dining room bump out 1 1/2!1 = 1'-0n 2 Section thnqyt second floor bump in \&MTTEN CONSENT FROM C A MEBSfER AFOA • r. ��- ••� • rdori �� • it l3e W W � � Q � V � � s 4-3 tU o E Q cU o O c 0 = J L V)CL V # i Date Note 4 2015.11.09 !CD Set 6 2015.12.03'CD Set REV i 16 2016.06.071 PermitAmendment r ss 111 No. 50133 - t 00 • i • • � n � Q � V � � s 4-3 tU o E Q cU o O c 0 = J L V)CL V # i Date Note 4 2015.11.09 !CD Set 6 2015.12.03'CD Set REV i 16 2016.06.071 PermitAmendment r ss 111 No. 50133 - t 00 a' crave 1 x6trirr 1 x 10 fascia 1 x soffit exteriorwall iou.it 2x4weil gle flare Aare at third floor gable dormer 1 1 /2" =r -Yl Zdapened sleepers on rudder irren-brarm cn 314" pNwood deddng 1 x8trirr - Fir gutter 78C "I ear to verify rrinirrLmttidahess of joist beam profile to mmol tip head casing botih sdes (614 x 8 with 1 W' cove and 1x cap) ch carriage house -- 2 x 8 tapered clack jdsts — - �I n Porch section detail J 1 1/2!'= /2n` I'^n strapping as nec *red see ceiling plan for finish drectia _ _ _ INAANUS• • ZZ• r.� • • .• i�ilr TV . •• ;53 _ .. .. • - Eave detail main mass I I T _ 1'-0n Floor 2 a 00 M O O THS DESIGN AND DRAWNCS ARE C 3PYRIC1-ITm BY C}-IMEB TERARCIA EM ricai Roof As Terribly *an YdIavCedar Ships or Jar Breathsr or and \Alter Shield o1 ' She t ing cn tern filled to depth d cavity i Coen Call spr pry Insulation on shed ceiling on furring strips _Floor 3 TWAcwl siaaruall A SSWrt3ty Wits Cedar Shales on 15# Felt on W' Sh x ing on Stud, filled to depth of cavity with C pen Coll spray in insdaticn or Finished wall 1Wcal Roor Assent* RmJdst Cpen Cell spray insulation Insulated to depth of floor Rrst floor insdated full length anclWdh d floor 1/2" Sill palate sealart 34' Pr Flyw000 A T 'cal Wall Section 3/4" _ I'-0,1 RE AND ARE NOTTC) BE REPRODUCED OR USM IN ANY WAY \AM -Off DTRESS MATTEN 03N6ENT FROM CH P MEBSTER V1/4Tm,na- TSHMLAMDCTMCtRTRMWrES CAI. 1. Bu ildng paper shall be installed aver all exterior sheathing to reslst nicistue and wind irfittraticrt Qxa^ses shell vueriap a rrtnim rnd 4'. Fett shall continue behind all exterior doudedand folded Into openings. 2 V*Xbnv trial and all other- lorciedicrns at parts Where rain aocx rnJates or nxs dFf shall be prctectedwithflastirig Ail flastirlg shall be capper, withthe exception d appropriate leadflashing A dirnrieya St ch flashing small extend a rririr and 6' u.p the wall under the sheathing paper and not less than 6' horizontally. Flashing shall be sufficient length to cover the course above without beirg punctured by nails. 3 Cteddng rrateriais and asserrtalies shall be specified in the 6delicr Bet, ei SchedJa 4. All tropical lardnrcod: nrahogury, etodera, to be FSCoertified SIDEMMI 1. Sldmdl rrlaterials and asserrldies shall be specified in the 6dericr Bernet Schedla 2 Shingles shell bear the official grade nwi(ed label of the Cedar Shalee and Shingle, Br rear and all eDposed shingles to be graded #1. 3 E6goosue shall be &1/2'ajusted sligl*as regi fined to align courses with window casings or other exterior den-erts, with doused courses at all eaves and starter rams. 4. ShclaMl course levels to , i atcl A all elevations mess approved off -o ise by Q AA Ea Wills shall have n inin urn 15#felt paper as u.rnderiayrrlent. a Fbinscram systerrs shall have a minim rndepth of 118. ROORM 1. Roclirg materials and asserrhlies shell be specified in the 6derior Berrlerts SdheWe. 2 Shires or sales, If specified, shall bear the official gracb rrlarked label of the Cedar Shdl a and Shire Bureau and all exposed sires to be graded M. 3 Fbofs shall have rr1rimxn3D0 aspId inpreg>?fted felt paper as uhderiayrrert with Ice and Meter Shield at all enrols, valleys, slope tra-dticins, ridges, openings, and crideeta. 4. Mod roofs shall have hoe and V16ter Shield u-lclertayrTnnt on all surfaces with oc> = flashing at all valleys, slope transitions, ridges, and crickets, 5` Mod roofing Bali have fire retarot i coatingwhen regJreciby local or r sdaal codes, ra Mod roofing shall be installed over Cedar Breather. 7. L c w slope surfaces, less than 3 truer 12, stall be dad with a rubber roof membrana a The eave oouse at ail aspl salt nosing to be underlain with accuse of cedar sh>e)q3s. 9L The eave douse at ail wood roofing to bedoi ed M Copper dip edge to be Installed at raises on asphalt roofs to antiport over hargirg shires and eliminate droop. DCTBFICIRTRM 1. 6dericr trimshiil be cedar unless off-oWse specified in the Exterior go, wan s Sdnedle 2 Additional materials and asserr iolhes shall be specified in the Exterior BENT a Sdhadip- 3, Contractor to provhde ftJl scale rnodaps d major trimelerrer-ts, prior to iiataliatia-1, for review and approval lar OAA * All wood to be painted shall be primed on all sides. * At trimshall be pial i an all fax sides and have sqx red edges, mess ctinerwtse noted EMMCR COATIN S 1. Coatings, inducing paints and stairs, stall toe specified In the Exterior Berrents sdhed is 2 mor to provide color bcarc.b snowing major pairted asserriclies and con r>rdar:,, prior to appiicaflen, far uirvtewand approM by OAA 3 All painting work shall be of prrtessional 4dIV Wth paint spread eueny, without nuns. 4. ISI holes and imperfections shall be neetiy filled after t o primer ooet. ra Surfaces; to be painted or stained shall be free of all drt or d st. E! Pair ted wood shiall be sanded to a sn toll even surface; 7. FUtty shall be adored to, i aide finish stain odor or raiixat weadherirg odor of wood in non parted applications. INSUAMCN i. Insulatien shall be specified in the Insulation Schedte. 2 Install as per irr rxiact rev's lnstru r Ucns and b Ulding code recf irei, ei a Insulation snail have a minim rnF-Value d 3.6 per inch 4, Open osil fcamirsu cation shall be M1111 eedtothe fill depth d the c-4aoert frardrlq uiess otherwise rioted E Fiberglass Batt irsulatien shall be faced and installed With the vpo retarcbr'to the warnsicd of the wdl. r>` Keep areas to be Insulated dean and dry . Do not install insulation where it rricjt be aposed to water. 7. Provide iriseot screen or barrier at all cperin3s in vented asserr i lies. a Cavities shall support proper venting in odd roof assemblies Inciu.rcirg the Installation d bdfles between all rafters. Keep all ventilation space unobstructed GUTTEMANDIDOMSPOUTS 1. CIlters and DovvnispoLts shall be specified inthe Exterior See iei Schedila 2 Dors shell be irdcatedent o exterior dejeficris. LML 'TIES AND INIFFOSTIPILCMIRE 1. All exposed exterior rredanical do i ei sell be ham -c iia.slycm_p'iiaed araxdf etiar exterior demieuts. 2 Wnfing, pphrg, and perpetrations sell be reviewed on site with OAA prior to final installation. 3 At ex ptosed covers, 1,00d5, chases, or ether shroucb to be reticAed and approved by O.AApnior installation * The location of oompressors, generators, or dher cached i i ecl es cal elements call be approjed by CMA prior to piacerrert. CHWINIEVS 1. Frovide step fasting at all chit w , py locations. 2 CihnTW exterior veneer to be weterstr> xtk brick mess noted dlherwisa 3 OinTW flaasting shall be lead oerstedoopper pan, with all seams soldered and sell extend upthe chimney to a height not less than 6' and u.p1he roof slope to a height equal to to height d the dimvy flashing lout clever less than 1-1%2 times the sire exposure re In all drections on the plane of the roof. 4. Were sad les and aideots are lar, in bask of the chim - y or srrilarvertical surfaoes, the flashing shell be carried not less than la'under the shires. # Date Note i6 2016.06.07 Permit Amendment i�-- Q � 4-+ i V i +-+ E O E W o tA N a.J _ c .E ptA = J L GJ ��ccSc, D —� �- V # Date Note i6 2016.06.07 Permit Amendment i�-- Ll 00 M m W) V- n �J MGN AND DRAWNCS ARE CZPYMQ-ffM BY CMP V►aMY:RARCmTECRJRE ANDARE NOTTO BE OR LSM IN ANY VIIAY wT1-Iaff EXPRESS VATTEN CIONSENT FROM CNP MEBSTER LCrA-nCt4a=GLCBk r="A?iC(� TO BE FFOADMBYSUMSYCR W ,N V � E V O ca U uj = Qj E uj Q L.L O V) V) a..j = O _ LM p r J L -- V Ile N CL •� D LU # j Date Note 4 ,2015.11.09 CD Set 6 2015.12.03 CD Set REV 1 ,N V � E O V) = Qj E Q L.L O V) V) a..j = O c .� p r J L Ile N CL •� D V # j Date Note 4 ,2015.11.09 CD Set 6 2015.12.03 CD Set REV 1 16 2016.06.07 Permit Amendment �A c� ttt: _ r 3 I A4.0 _ I .i i n Cros�W� 1/4" M LL - bottom Fbeckir ------ lj iii ❑ SII s fl 4 A4.0 i 1 l 2 4.1 A4.4 8 1'-3-. Floor 2 W 0 E W 0 Ce A W o 0 O r �- aj V (L)� a r� # I Date Note 4 2015.11.09 CD Set 6 2015.12.03 CD Set REV i 16 2016.06.07 Permit Amendment �4.. ate• \ _-- dJ r` Lc ATICNCFGLCB&I. ELB ATICNSTOBE FADEDBYSUMS CA A3.1 -- --- -- ----- --- _ L r 6 ptch rod West Elevation __ 1/4 — I -0 a South E3mbon D61CN AND DRAVUN6 ARE C3OPYRICNTEv BY C]-IPVIEBStERARCHMC1l1RE ANDARE NC3T"TO BE REPRODIJCID OR USED I N ANY Vil4Y VU1IA0UT DRESS MRITTETI CrMENT FROM O -IPV ce W LJJF I— � V � w Ln 0 �— V ce Va # Date Note __. 4 2015.11.09 CD Set 6 01S.12.03 CD Set REV 1 16 12016.06.07 Permit Amendment � V o � E tU E e+� W <C to O c O=J �- a� (V —� V # Date Note __. 4 2015.11.09 CD Set 6 01S.12.03 CD Set REV 1 16 12016.06.07 Permit Amendment 4 A4.0 — n Right Side Elevation 1 by ' = 1'-0° 2 a �I � V i QI 0 A'di .�.INN E G1 0 Q 2 Front Elevation I� 1-10VA0010tel 11 .122, ism 17 i Ld i � V 0 A'di E G1 0 Q Lam' 2 Front Elevation I� 1-10VA0010tel 11 .122, ism 17 i Ld i � V 0 A'di E G1 0 Q 1-10VA0010tel 11 .122, ism 17 i Ld i � V 0 A'di E G1 0 Q i E i • �Rf � • r � n i n n i � V 0 A'di E G1 0 Q i E i • �Rf � • r � n i n n # Date Note 4 _____:2015.11.09 'CD Set 6 2015.12.03 CD Set REV i 16 2016.06.07:PermitAmendment v� ARC- 401 PC ' A2.1 � V 0 E G1 0 Q E �Rf � # Date Note 4 _____:2015.11.09 'CD Set 6 2015.12.03 CD Set REV i 16 2016.06.07:PermitAmendment v� ARC- 401 PC ' A2.1 I --7 oof Pla-4" '� i/4 - I -0 M M v to r O THS OMCN AND CRAWNM M ARE OIPYRIGHTm BY CJ -I P VI� • . �.. � � �i� � � ►ice /. • .1.ti 2 �� ► � w" ii1 2- 4 2015.11.09 CD Set 6201S.12.03 CD Set REV 1 16 {2016.06.07 Permit Amendment __--- t -t'/,V�D ARC,, 150133 . nC __s. MM � V +-� E O E -jE +-j� �o a tAN 'E O o = = �- a� 'mss 4 2015.11.09 CD Set 6201S.12.03 CD Set REV 1 16 {2016.06.07 Permit Amendment __--- t -t'/,V�D ARC,, 150133 . nC __s. MM N M It co r O t� ti S D61GN AM DRAVIANCS ARE CoPYRIo-iTID 6Y CH P NEBS'TERARQ-#ZECTtJRE AICD ARE NCJi'TO BE REPRODUCODOR USED 1 N ANY WAY WTHOUT DMESS A-ARX-614vid 9 COO OVA [40 � n • •' n • n n � s � E o E N s E o Q GJ un O E own # Date Note 4201 s.l 1.09 CD Set 6 2015.12.03 CD Set REV 1 16 '2016.06.07 Permit Amendment r3. wt : ko *;133 cp a, w 1'-9" 3'-01/2" •o— �°' \ e 4 W,`ShadNA / r �'�•� I cem led -al i�dling , Master' I I Bd'droom ^ �� I r 201'-4 / ---- 6'0 3/4" A. - 03/4" 8' - 3 _ 4' - 61/2" - 61/2° ---- 4' -...4, Roor 2 C FP '�� 'J /� ��•, e 2 A3.1 "S UNGN AND DRAWNCS ARE C1DPYRIGFff t? BY C} -I P VV33StM ARC]-ITELTIJRE ANMARE NC )T'TO BE REPRODUCED OR USED IN ANY' VARY \&frF OUT 3076 Bedroom 2 T 206 v M O v CO U o � \/ � T 3 205 \Bath t 4-1 - 1 /2 C11 to 2876 — M N N 2076 2076 O---, 0 5'-0" L a 4' - 41/2' 15 -1° � Bedroom' O 3 E 204 207 �L CL) A) CL , is •— t'l'S � N O 4'-6" 7'-0" 4'-E 16'-0" 207 to 287 -0' 0'-51/2" 17'-7" \ M { 2076 I �I Master Closet z. 2076 \ 202 m 2876 I alfgi door Wth winckm 2076 / 2076 ;, M / 2076 N 0 5'-0" , \ 3076 0 2876 2076 2076 9'-91/2" - , Master `° ' ° Bath i _ Q3 3076— —U — — — — — — — — — — — — - — — — -- — — — — — � i — T [boas and MBeth Wr%bNon same CL W76 rased Cpedng %� bet sa 3076 Second W- 6" \\\4' - 5 1/2" Floor Entry 211 ndry 12jA Roor 2 C FP '�� 'J /� ��•, e 2 A3.1 "S UNGN AND DRAWNCS ARE C1DPYRIGFff t? BY C} -I P VV33StM ARC]-ITELTIJRE ANMARE NC )T'TO BE REPRODUCED OR USED IN ANY' VARY \&frF OUT 3076 Bedroom 2 T 206 v M O v CO U o � \/ � T 3 205 \Bath t 4-1 M C11 to 2876 — M N N 2076 2076 O---, 0 5'-0" L a 4' - 41/2' 15 -1° � Bedroom' O 3 E 204 207 �L CL) A) CL , is •— t'l'S � N O 4'-6" 7'-0" 4'-E 16'-0" Roor 2 C FP '�� 'J /� ��•, e 2 A3.1 "S UNGN AND DRAWNCS ARE C1DPYRIGFff t? BY C} -I P VV33StM ARC]-ITELTIJRE ANMARE NC )T'TO BE REPRODUCED OR USED IN ANY' VARY \&frF OUT 3076 Bedroom 2 T 206 v M O v CO 7'-21/2' 7'-7" a — LWIL ° 208 L � 2876 m doors centered on firish ver l 207 r to CV i 15'-61/2" __- _ , 2076 Bedroom 1 _ � 209 M i ooadr-ae Wth n edartadcr = - to determine d closet can oorre frommedrocrnspaoe insteacJ O O 2' - 5 3/4' 16'-0" rA 0 r .0 0 N T 1 4 A3.2 A4.0 VWJT1EN CD\SE W FROM C7-IP\AEMTERARCFI 1130 j= V W LU in Og 2 -- V Q �,•»,..,fir "r, � V t 4-1 E 2876 M O N V c L a 7'-7" E � Nn O Bath 2 E 207 �L CL) 7'-21/2' 7'-7" a — LWIL ° 208 L � 2876 m doors centered on firish ver l 207 r to CV i 15'-61/2" __- _ , 2076 Bedroom 1 _ � 209 M i ooadr-ae Wth n edartadcr = - to determine d closet can oorre frommedrocrnspaoe insteacJ O O 2' - 5 3/4' 16'-0" rA 0 r .0 0 N T 1 4 A3.2 A4.0 VWJT1EN CD\SE W FROM C7-IP\AEMTERARCFI 1130 j= V W LU in Og 2 -- V Q �,•»,..,fir "r, # Date Note 4 12015.11,09 CD Set 6 1201S.12.03 'CD Set REV 1 16 2016.06.07 Permit Amendment C/ii 1 � V t 4-1 E O V L a E GJ (n Nn E �L CL) A) CL , V •— t'l'S � # Date Note 4 12015.11,09 CD Set 6 1201S.12.03 'CD Set REV 1 16 2016.06.07 Permit Amendment C/ii 1 �I0 O lui 0 �O r 0 M B '•51. 1'•01" `' J m N to M It to r O N 55 r ti 1 Floor 1 1 /4" EQ EQ 2 AM AND ARE NCWTO BE REPRODl1CD OR L& D IN ANY MAY \&M -Off Dff'RM V4RIT(EN CEMENT FROM CHPMEBSTER Al .1 4-r V � 0 O E V • � s � E Q • • i O r- • O = n n n QJ Al .1 4-r V � 0 O E V � s � E Q L0 i O r- E O = �- QJ "chi ami # i Date Note 4 2015.11.09 CD Set 6 2015.12.03 'CD Set REV 1 16 2016.06.07 PermltAmendment AR" - --- GtillrF��%�- �4�3 ._ -...Y �� •._... ...__- Al .1 Roof Frame *NOTE: refer to structural engineer's sketches for clarification of structural member sizes and connections (3) 2x6 (3) 2x6 (3) 2x6 (3) 2x6 ............................................ ................ .... ............... .......................................... ............... cantilever beam each end ........... (2) 1 3/4 x 11 7/8 LVL (3) 2X6 .. .... ... ..... .......... ....... ..... ..... (2) 1 3/4" x 11 7/8" LVL . ... ... ...... .... ....... ........ ..... ... ....... ......................................... .......... ............................. (3) 2x6 ............. ... ....... ......... ...................... .................. ........... .................... ........... .......... ................ ....................... .......................... - ............. . (3) 2x6 ............. .. .................. .................... ............... ... ....... ................................... ........................... .................. .. . ....... ...... ....................... ..................................... .............................. 1 3/4" x 11 7/8" LVL . ............ .......... (3) 2x6 - ..................... ............................................... ............ ........... (2) 1 3/4" x 11 7/8" LVL: ...................................................... .................. (3) M. (2) 1 3/4" x 11 7/8" LVL (3) 2x6 ........... ................................. ........................................ ............. .................. ..................... ... .......... ................. . ............. ..................... .................. .................... ........... ........... .................. ............................. ................. . .. . . ....................... ... ....... ............... 6x6 PSL ....................... ................... ............. .. ....... .... .... ...... - ................ ............. - .................... .................... 6x6 PSL .. .. ....... post up ............ ..................... .... post up ................................ ........................... .................................... ......... .. (3) 2x6 . ...... ...... (3)1 3/4" x 11 7/8" LVL ....... ... .. (4) 1 3/4" x 11 7/8" LVLT .. .. ........ - - - - - .... . .. .. .. - - - - - ........... (3) 1 3/.4.'.'.,.x 11 7/8" LVL ............ ............... ....... ..... .............................. ..... ...... ........... ................. .................. T) 0 .... ....................................... . 6x6 PSL ......... ............ o ............... . ro ........... ... .. ...... ... ........ ...... .... . -2 6 LL 6 C\j ............... ... LL 6 ..................... u- 6 ............. .......... CO.............. . .. X ............. .................................. ......... . .. CO CO C\1 CO O Cz ................... .............................. ............ . ................ .......... ...................................................................... .................. ........................ CO (D .............. 00 ............................... . ...... ............... I. ........ .............................. .... CM ............... X ............................. . ... ........ ...................... ....................... ......................... ....................................... - ............................ .............. .................................... .............. ............. .............. ................. . ..... ............................................... .......................... . ...... ........ 6x6 PSL ........................... ........................... . ............. post up W10 x 391 ............. ........... (3) 2x6 ............... ..................... ........................................... ..(2)1 3/4 x 11 7/8 " LVL — — — — — — --- .............. (2) 1 3/4" x 11 7/8" LVL .......... .................. .. . ... ....... .... .... .. - - - - - - ............ - - - - -- - - - - - - - - - -- - - - - - - - ................ ..................... ................ .............. ................. .................................... ............ LO . ................. ................... C) pos� . ............. ........... up . ................ CO Ci ............ . ..................... ............ ... ..... ....... . .......... ...... ........ (2) 1 3/4" x 11 7/8" LVL ........... ... ............ co . . ... ....... x.... ............. ............ ..... ...... .... ...... ........ .................................. 6x6 PSL - ............. .......................... .. .......... .................. ...................... ......... .......................... ............................... ............. ......... ............... ......... ..... . .......................... ........... ................. ........... .................. ......... ................. ..... ................. .............. ... - ..................... .................. .............. ....................... .................. ................... ................................................................. . ............................... ................ . ... .... ...................... X (3) 2x6 ..................... ........... - ................................. - .......... (2) 1 3/4" x 11 7/8" LVL............. .................. ........................ .................. CO ....... ...... ......... ...... (2) 1 3/4 x 11 7/8" LVL CM ... ..... .......... ........... .............. . .......... ........................... .......... ... ....... . ....... .... ............................... CO 18'- 7 3/4" .......... 16'- 0".- ........ . ... ............ ... ........ IT .......... ....................... ................................... . ...... ....................... (2) 1 3/4" x 11 7/8" LVL ........... - ....................... ................. (3) 2x6 ................ (2) 1 3/4" x 11 7/8" LVL — — — — — — — — — — — — — --- ................................. — — — — — — — — — ................ — — .................................................... — — — — — — — — (2) 1 3/4" x 11 7/8" LVL — — — — — — — . . . . . . . . . . ............. ........... ................. ........... ............................. (3) 2x6 ....................................... .................. (3) 2x6 Floor 3 Deck Plan 1/4 If= I'-0" .tions � e ��y� LL J .� H VI C O 4 V M co G cl i t 7• t 7• 6A decking on tapered sleepers on — rubber membrane on plywood decking Fir gutter TBD top of beam profile aligis with top of window head casing Beam profile protrudes past shingles same dimension as head casing along this wall 3Unre of finished shingle wall Porch beam detail at corner of house 0'C "' 1 1-011 Porch Beam Ceiling Plan ....................... ........... shingles between windows Porch beam detail at wall between windows 1 1/2" = V-0" Beam aligns with edge of side casing 6/4" decking 2x tapered sleepers on rubber membrane on 3/4" plywood decking 1 x 8 trim Fir gutter TBD — beam profile to match typical head casing both sides (6/4 x 8 with 1 1/2" cove and 1x cap) 2 x 8 tapered deck joists Ale on same plane as iead casings along this wall strapping as required. see ceiling plan for finish direction 1 x 6 v -groove ceiling sits on top of head casing head casing / beam profile wraps all around porch ceiling C) 0 U') 0 THIS DESIGN AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTUR Floor 2 Ac� 13--8" \J7 UJ 2 0 U LU LU Ln Le) r\J 0 U LU C) =D ;i C-�, U < 0 LIJ o 0 LJJ C� 00 (D U) Ln Le) r\J 0 U om C) =D ;i C-�, < 0 CS C, om C: < 0 4-J Z3 0 4-J E Ln 0 U 4� 0 Ln V) 0 :3 LL 0 4-J J: 0 V) z Q) L) r) # Date :Note .. D - , . ...................................... : C Set 6 2015.12.03 ............... . ....... ................. .......... ............................. ............................ ................ ... ........ --- ............... ........... ............... .......... .......... ............ ....................... ................ CD Set REV 1 ........................ ......................... ................................ ............. .............. ..... ................................................ ............ . . . . ....... .... .. ..... om 10'-9" 6 Second Floor Hall Bump In 3/4" = 1'-0" 12 Exterior casin - assemblyat first floor front windows 3" = 1'-0" 10 Rid e�Detai 1 1 /2 V-0" a_ 1p co LP r - LO 0 N V N plywood decking !ation 47.6' Eters per framing plan per framing plan 1 x cap 1 1/2" c, 6/4 hea 5/4x6; Exterior c 3" = 1'-0" Section throu' h second floor bump in . 0' 0 X1''/2" N 3" crown 1 x 6 trim 1 x 10 fas 1x soffit sit window ca 9 Eave detail at office ba and dining room bump out 1 1 /2 - 1 -0 Furred 2x6e) 1 x soff flared shingle 4" crow 1 x 6 w 1 1/2" c 1x8fr Typical casing 7 Flare at Front Gable 1 1 /2" = 1'-0" Eave detail at arched dormer 4 1 1 /2" = 1'-0" Floor 2 13'-8' 3" crown trim 0 fascia ale siding $ Flare at third floor gable dormer 1 1/2" = 1'-0" 3" crown 1 x 6 trim 1 x 10 fascia 1 x soffit exterior wall iout 2x4wall gle flare casing assembly I ch carriage house 5 Eave detail at gable dormer 1 1 /2" = 1'-0" 3" crown 1 x 6 trim 1 x 10 fascia 1 x soffit 1x 8 frieze board nEave detail main mass (typ.) THIS DESIGIJ AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND'ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTURE �I I Floor 3 23'-0' Uj 2 0 u w H mcew Y U 113 :-UgETTS "'"� �m oM CODZ p '00 m M LU a U i 4-1 CD O m Uj 00 N N 00 O L, mcew Y U 113 :-UgETTS "'"� �m oM CODZ p '00 UAL-5( AM M U i 4-1 0 V L N � N N O O = cd J `L4r) (3) N U •— `" UAL-5( AM M 2 Cross Section through gable dormer Cross Section 2 THIS DESIG14 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEB TER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTURE Ln Lo N O VSETJS oly i� L Cr 2 Ca 0�06?'uInn Q .. m L., a u 0 0 m m N N 00 O V1 Ln Lo N O VSETJS oly i� L Cr 2 Ca 0�06?'uInn Q .. A3.2 O V s V 4-` i o E vii .� ._ O U N � rC o � p LLN O 0 J Z v :T , V c� v 0 � 2 0 # Date Note 4 201 ........................................ 5.1 1 .09 CD Set ..............:........................................................................... 6 '.201 5.12.03 .. CD Set REV 1 .............. :......................... ..'................................ ................... ...... _......!...... _............ _.............. _................. ............... .......... .............................................................................. ............. ................_........_..................__..__............__... ............................................................................................ ..........................................>., ......_.................................. ..............!__..............._........__.._... ............... ............... ..............:............. ...............:............. ............ .......................... ............... ..... A3.2 n Cross Section through arched dormer 1 /211 = 11-011 a M Lp Lo 0 N r THIS DESIG14 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTURE m 0 u w u� Lr) N O Q H Z U-<'< Z m w i u O o 0 Q0 M LLJ W N > N W O vn u� Lr) N O Q H Z U-<'< Z A3.1 i O o E vii � O U N O N o LL 4-J � J Z U"' �c� v _ D 0 A3.1 n Cross Section through gable dormer ` 1/211 = 1 1-011 a Lp M Lo 0 N N THIS DESIGIJ AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCF Cross Section 2 1/4" = 11-011 ilTECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTUR uJ 2 O U Lu Lu Ln N O Q W Y U Z Q Z Uxiss CS i m Lu a_ 2 u U v o 0 m o UJI 00 N > N 00 Co Ln Ln N O Q W Y U Z Q Z Uxiss CS i ,43.2 .O u v o E N .� O u r,Co N i - O N O LL O Lnz = � O a� c- N u �ro 0 � 2 C) ,43.2 Cross Section through arched dormer 1/2" = 1'-011 Cross Section 1 1/4" = 1'-0" i THIS DESIGN AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTUR C)e Lu 7 0 Luu uj W D F- u < Z Q Z � cc O JM O O g U M V) ca- m w c - 2 u V o 0 m LLJ 00 N N W O Ln D F- u < Z Q Z � cc O JM O O g U M V) ca- 4 2015A 1:09 i CD Set 6 2015.12-03 SCD Set REV 1 c - V u o E Ln O - U o N O N � O 4-J J Z c� v 0 0 # Date Note 4 2015A 1:09 i CD Set 6 2015.12-03 SCD Set REV 1 15 2 A3.1 . . . ..... ...... . . ..... South Elevation 'j�l /4" �=r-�O"�� THIS DESIG14 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTUR ,-Zl- Lr) Ln r\j Co z z LU m 0 ............ 4 2015.11.09 cl� y cc� LU F- LU 13 16.03.xx ............... ..................... ................ ............... ... .......... ............ ............... . .......... ............................. ..................................................................... ....................... ....................... ............................ .................. (V E =F 0 umi O E Uj 00 r\j rV 00 O ,-Zl- Lr) Ln r\j Co z z # Date Note ............ 4 2015.11.09 4-J 6 201 5.12.03 CDSet REV 1 13 16.03.xx ............... ..................... ................ ............... ... .......... ............ ............... . .......... ............................. ..................................................................... ....................... ....................... ............................ .................. (V E 0 E E 4- 0 < V) 4-J •E 0 C V0 ) (V c: 2V a)r) tl U # Date Note ............ 4 2015.11.09 .. ............ ::CDSet 6 201 5.12.03 CDSet REV 1 13 16.03.xx ............... ..................... ................ ............... ... .......... ............ ............... . .......... ............................. ..................................................................... ....................... ....................... ............................ .................. :Permit Amendment ..... ....... .............. ............. .................................................. J................................................... ............. ................................................ ...................... .......... - ........... ........... ...... ..... ....................... ............... . ...................... .............. ...... ............................. .... ..... ........ p ......... .................................... A2m2 A:- 111 D, 0 M M O O N Lo N 2 A3.1 n Right Side Elevation /4" = P-0" Front Elevation 1/411 /4" = 1 1 -0" III THIS DESIGN AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTURE uJ m 0 LJJw m Lu a U 03 W - Lj.j 0 0 Lom uj 00 N Z>�� N 00 O ui Ln N O Q @��ugETTS b LL JZ H� Q W a -J - 3F W - ^^ 11 %W V V) � ^_0 W Qi -+ O (n 4--J O .� O r �' V) N A2.1 Roof Frame 1/4" = 1'-0" R 1 A3.2 *NOTE: refer to structural engineer's sketches for clarification of structural member sizes and connections THIS DESIG14 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTUR 2 A3.1 Roof Plan 1/4" = 1'-0" E AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTURE LLJ m 0 U w F � V' Lr,U) N 0 Q Z Q Z m LU x U •O LU CD 0 M ui 00 N > N W 0 Ln V' Lr,U) N 0 Q Z Q Z WMA •O V u o E Ln .� O U rC 4� 0 N o L„ o 1 LL 0 J Z V •� 0 WMA (3) 2x6 (3) 2A (3) 2x6 (3) 2x6 LO 0 N ........ ........... ............................... cantilever beam each end (2) 1 3/4" x 11 7/8" LVL (3) 2x6 (2) 1 3,14" x 11 7/8" LVL V) co LU (3) 2x6 U cantilever beam each end (2) 1 3/4" x 11 7/8" LVL (3) 2x6 (2) 1 3,14" x 11 7/8" LVL (2) 1 3/4" x 11 718" LVL ;(3) 2x6 2x 7t co co 00 T-1" I. 51-61, 4'-0" 5'-6" 1 4'-0" 5'-6" 4'-1" V) co LU (3) 2x6 U < 0 (3) 2x6 LM Uj 00 UM t2) 1 3' x 11 718" LVL 4(2) (3) 2A 4� 1 314"x 11 TF LVL s (3) 2x6 :3 0 ....... (2) 1 3/4" x 11 7/8" LVL E Ln C 0 V) U (V 4-1 :3 0 L— LL Ln 6x6 PSL = LL 0 4-J 6x6 PSL 0 Z Q) post up Lf) post up 6-5-- Cd 4' - V (3) 1 3/4" x 11 718" LVL - - - - - - - - - - - - - - - - (4) - L - - 1 3/4" x 11 7/6" LVLT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) 1 3/4" x 11 7/8" LVL A2 0 0 .... ..... ... 0 . ....... ... 6x6 PSL 0 0 .... ...... ....... 0 0 0 Li LL- - 0 C%j ................... - .................. -2 LL 6 C) LL c; 0 - C> cl . ......... co Cq CO ZD 2876 876 CV.... = 3 ca ....... Cc 6'-51/2" 11-11 18'-81/2" 10'-31/2" r2 00 11'-3" ... .... .... .... .. CD 9'- F 00 to .... ... ... ... ... ... Bedroom 5 2876 28762 x C> T- 10 1/4" 2876 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6x6 PSL 10'- 6 3/4" post up T- 4 1/2" 1 9'- 10 1/2" 8'- 9 3/4" W10x39 14 (2) 1 314" x 11 718" LVL iv (2) 1 3/4' x t/8" LVL L2&. 1'- 11 /4" L rn 00 8'- 9 1/2" iv co door centet ed :!t Cj on window L O Cl) 0 to 13!3 '3 2876 b post up 76 2876 (2) 1 3/4" x 11 7/8" LVL 9 I .............................. ........ ...... ........... J3076 to 0 it LO I V2876 X' N - - - - - - 4-4-4 I I I I 6x6 PSL \/ to Cl) T-6" T- 0 3/4 11� 'II o /\ L I I I I I I I j co I Bath 4 — — — — — TE 111/4,. Bath 5 F - X 0. (2)1 3 /4" x 11 7/8" LVL ce) F (2) 1 3/4" x 11 7/8" LVL' C). III 21'-21/2" 18'-31/2" 16, 01 .... ...... ... door centered on 10'_3" ...... ...... ... ... .. ....... (2) 1 3/4" x 11 718" LVL ;(3) 2x6 2x 7t co co 00 T-1" I. 51-61, 4'-0" 5'-6" 1 4'-0" 5'-6" 4'-1" *NOTE: refer to structural engineer's sketches for clarification of structural member sizes and connections L 15'-9" 5,_6" Floor 3 Deck Plan Floor 3 THIS DESIGf4 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTI 4--0" 1 51-6., 1 1 4'-0" :-N CONSENT FROM CHIP WEBSTER ARCHITECTUR n 5-_6" 151-91, LU 2 0 ct� W V) co LU C U < 0 LM Uj 00 UM Ln 4� :3 0 4-J 73 E Ln C 0 V) U (V 4-1 :3 0 L— LL Ln 0 = LL 0 4-J 0 0 Z Q) Lf) 6-5-- Cd 4' - V # Date Note Bedroom 4 I ................... - .................. 2876 876 6'-51/2" 11-11 18'-81/2" 10'-31/2" r2 11'-3" A3.2 Bedroom 5 2876 28762 2876 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10'- 6 3/4" T- 4 1/2" 1 9'- 10 1/2" 8'- 9 3/4" 14 iv 2'- 3 1/4" �6'- 3 1/4" 1'- 11 /4" L rn 00 8'- 9 1/2" iv co door centet ed on window 2876 ............... ... . .. ................. ................ 76 2876 I .............................. ........ ...... ........... J3076 V3076 0 it LO I V2876 N - - - - - - 4-4-4 I I I I \/ to Cl) T-6" T- 0 3/4 11� 'II o /\ L I I I I I I I j I Bath 4 — — — — — TE 111/4,. Bath 5 F - F III CO�4 - door centered on 10'_3" M finish wall ------------------------------- ------ D 2SN76 I J 3'-0" r- - - - - - - - - - - - - - - - - - - I (D 2850 2850 12850 2850 1 C, 01 L —N IN M *NOTE: refer to structural engineer's sketches for clarification of structural member sizes and connections L 15'-9" 5,_6" Floor 3 Deck Plan Floor 3 THIS DESIGf4 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTI 4--0" 1 51-6., 1 1 4'-0" :-N CONSENT FROM CHIP WEBSTER ARCHITECTUR n 5-_6" 151-91, LU 2 0 ct� W LLJ Y Ce = U ��G,�,�SETTS co V) co LU C U < 0 0 (.0 Uj 00 00 CD Ln LLJ Y Ce = U ��G,�,�SETTS co 4 2015.17 09 CD Set 6 CD Set REV I ............... ............... ................................ .... .......... ................... ............ ....... ...................... ................ ........ .. ............... ...... ........ - ........ ............. ....................... . .. . ..... .. Al m3 C < 0 4-J 4� :3 0 4-J 73 E Ln C 0 V) U (V 4-1 :3 0 L— LL Ln 0 = LL 0 4-J 0 0 Z Q) 0^ Cd # Date Note 4 2015.17 09 CD Set 6 CD Set REV I ............... ............... ................................ .... .......... ................... ............ ....... ...................... ................ ........ .. ............... ...... ........ - ........ ............. ....................... . .. . ..... .. Al m3 Ln Floor 2 Deck Plan 1I4" _=V-01, *NOTE: refer to structural engineer's sketches for clarification of structural member sizes and connections 16'-0" V-91, 3'-01/2" 11-91, 14 0 9 A2 40'- 0" 2876 8 align door with window - 9 1/2" Master Bath 2 76Z k . 301 76 0 2876 7 -o- 2'- 0 1/2"' 2' 0" 2876 lk 7 T - 2'-2112" 7" 2'- 2 1/2" K2876 2.876 ........... ............. r.. I I :.. - N --- Bath 2 P...................... to —3076———----- — - — — — — — — — — — Doors and M. Bath windo onsame C.L. 3076 cased opening with transom 307 3076 tDA 5'-6" 4'- / 4'- 5 1/2Z7Laundry CV Cl) F Zo 2'_7" D W O GasF.P. / O O CN M Bath 3 M Cl) C.0 ................ .. ...................... 0 C14 2876 2076 2076 4'- 4 1/2" E 0 (0 W r,- I Q) 9 (9 -- =0 3 1�2"! 3'- 0 1/2" A 7 3 1/2' A 7, 01, A 4- - 6" 7- - 0" 4'- 6" 12'- 0" 12'-0 2'- 5 3/4 rT - 0 1/2" 2'- 5 3/4" Floor 2 1/4" = 1'-0" — A41 7 � 2 A3 HIS DESIG14 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITENCONSENT FROM CHIP WEBSTER ARCHITECTUR Jti 0 P ,I- u-, r\j O U Z U -<'< Z �2 I- LO C) T- Q) 00 LU 2 0 C U 0 to co LU U CM U CD U C) �D 4- 0=3 00 (D U.) ,I- u-, r\j O U Z U -<'< Z �2 I- LO C) T- Q) 00 Al m2 C 0 4 -J U 4- 0=3 4-J E Ln 0 U 0 V) 0 Ln :3 LL 0 4-J = 0 Z v) 0 r) # Date Note 4 26i5.6:64 CD Set 6 .2015.12.03 :CD Set REV 1 .............. ........................... ........... ........... ........... ................. .. . ......... ................................................... .......................... .. .............. .......... ........................ ............... ........................... .......... -.1..".., ......................... ... .......... ....... ...................................<.......................................... ............... .................. .............................. Al m2 E Door Schedule Mark Manufacturer Rough Width I Rough Height Model Designation Comments 2 Andersen Corporation 5'- 8" T-6" A -Series FWHID5876 3 Andersen Corporation 5' - 8" 7' - 6" A -Series FVVHID5876 4 Andersen Corporation . 5' - 8" T - 6" A -Series ��Rn'105B76 5 Andersen Corporation 5'- 8" T- 6" A -Series IFWHID5876 Window Schedule Type Mark Manufacturer Rough Width I Rough Height I Model Designation Comments Window Nates: 1. 4-1 /2" stud pocket between grouped windows and between grouped deors/windows 2. Transoms factory mulled to window/door units 3. Factory mulled R.O. heights as follows: A/B units = T- 10" D/B units = 8'- 10" E/F units = 8'- 10" Doors/G unit = 9'- 4" B/A/B units = 9'- 8" F/J/F units =9'-8" ��- R.O. window to finish face column i t Line of second 5 steel bearn abov Finish face of col outside of secon, Blocking as requ 2x4 interior framed wal ! Steel Column Detail 1 k't2 1 1 /2" = 1'-0" Line of steel beam above 16'-0" EQ EQ 40'- 0" 51 Steel Column Detail 2 1'-011 M co LO CDN I r THIS DESSGi4 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTURE 13,e LLJ 2 0 u w m w A Andersen Corporation 2'- 8" 6' - 0" A -Series Casement ACW2860 6 Lite A2 Andersen Corporation 2'- 8" 6'- 0" A -Series Casement ACW2860 3 Lite B Andersen Corporation 2'- 8". 11-101, A -Series Transom ATF28110 3 Lite B2 Andersen Corporation 2'- 8" 1' - 10" A -Series Transom ATF28110 Diamond Grill B3 Andersen Corporation 2'- 8" 1' - 10" A -Series Transom ATF28110 Tempered C Andersen Corporation 2'- 8" 4' - 4" A -Series Casement ACW2844 3 Lite C2 Andersen Corporation 2'- 8" 4' - 4" A -Series Casement ACW2844 4 Lite D Andersen Corporation 2'- 8" T- 0" A -Series Casement ACW2860 Fixed E Andersen Corporation 5'- 8" 7' - 0" A -Series Picture Window APW5870 F Andersen Corporation 5'- 8" 11- 10" A -Series Transom ATF58110 F2 Andersen Corporation 5'- 8" V- 10" A -Series Transom ATF58110 Diamond Grill F3 Andersen Corporation r 5'- 8" I 1' - 10" A -Series Transom ATF58110 No Grill, Tempered H Andersen Corporation I CUSTOM J Andersen Corporation ( 5'- 8" 6'- 0" A -Series Picture Window JAPVV5860 K Andersen Corporation 3'- 6" 3' - 6" M Andersen Corporation 12'- 4" 5'- 0" N Andersen Corporation 2'- 8" T- 9" 1 A -Series Casement ACW2860 8 Lite P Andersen Corporation 12'- 6" 5'- 8" A -Series Casement ACW2658 3 Lite Window Nates: 1. 4-1 /2" stud pocket between grouped windows and between grouped deors/windows 2. Transoms factory mulled to window/door units 3. Factory mulled R.O. heights as follows: A/B units = T- 10" D/B units = 8'- 10" E/F units = 8'- 10" Doors/G unit = 9'- 4" B/A/B units = 9'- 8" F/J/F units =9'-8" ��- R.O. window to finish face column i t Line of second 5 steel bearn abov Finish face of col outside of secon, Blocking as requ 2x4 interior framed wal ! Steel Column Detail 1 k't2 1 1 /2" = 1'-0" Line of steel beam above 16'-0" EQ EQ 40'- 0" 51 Steel Column Detail 2 1'-011 M co LO CDN I r THIS DESSGi4 AND DRAWINGS ARE COPYRIGHTED BY CHIP WEBSTER ARCHITECTURE AND ARE NOT TO BE REPRODUCED OR USED IN ANY WAY WITHOUT EXPRESS WRITTEN CONSENT FROM CHIP WEBSTER ARCHITECTURE 13,e LLJ 2 0 u w m w a u o 0 - to M 00 N 00 0 Lr) v V, Lr) N O U Q CX Y U D z Q z i Vy P K' i .O U U � 4- i o .� O 4-1 U r'1000 0 V) 0 1 LL_ i O (V a-' 0 J Z L 1 0 # Date Note ...........................:................................................ 4 2015.11.09 'CD Set 6 201 5.12.03 CD Set REV 1 ...............:.............................................................................. ..............,...........................>......................................... . ...... ............................ _.............................. __.............. 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