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HomeMy WebLinkAboutBLD-19-6186LEGEND SYSTEM DESIGN: v�% GARBAGE DISPOSER IS NOT ALLOWED Be EMs e `JR IF I l - L \ X .M1 FAST SPOT -Ev. DESIGN FLOW: 5 BEDROOMS O 110 GPD = 550 GPD [. PRo E D CONTOUR USE A 550 GPD DESIGN FLOW \ SEPTIC TANK: 550 GOD (2) = 1100 /°A^ PR< s D SPOT __ SOILS FILL USE A 1500 GAL. SEPTIC TANK ® TEST HILL ELEV. LEACHING CGVEAD SIDES 2 42 0 Tr 12.8) 2 (74 152.2 GPD TALI BOTTOM AGO x 12_8 (74) = 39.9 DEC A FIR, IF TOTAL: 757 5 F 560 GPD FAR IOT N, xOwwxc USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) LS WITH 40STONE ALL AROUND 'THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTN_ITIES AND ALL BLILDpVG SEWER OUTLETS AND ELEVATIONS PR10,4 TO INS-ALLING ANY 'ACTION 0( SEPTIC SYSTEM g FuD \/F / ALFRED ARE EBORAH WRIGHT DEL 13819 PG 331 DI LOT 2 52 S F r\\ SET PROVIDE MIN. 20" 0Nµ WATERTIGHT ACCESS COVERS TO WITHIN 6' OF RN. GRADE SYSTEM PROFILE (NOT to SOLE) T REACTIVE OR COOPERATE FILTER FABRC OVER STONE ALL S151EM (COMPONENTS SHILL BE MARKED WITH MAGNETIC TAPE 09 OMPARABLE MEANS FOR LOCATION. CONCRETE CO\'E3" TO WITHIN 3" GRADE 2% SLOPE SECURED EAS 1�-Y]1 NOTE 2- MINE IT LE 1 PURENESS REDUCED S OIC - n PI msCH O p ALL 5 ST SERC w pp VI 0 no COMPONENTS Nv 10AORE1 EI GFQ EX 10 lE4E AC EH is YC LEE ARL ACT A� RE ox PoLPT _ �� 000©©�. Q o�'�����® ° 0 10.47 .3 B° N H-1 AME a EI 5/a /z oou BLE SAFFRON siorvE a N D SDo GAL PAWNING ER BY ASHC 'RECAST OR SEEN TOO o ° ° ° CALL AROUND ECAST SSTRUCTURES ST (a) UUTS REDUCED 6' PACTIOO STONE OR MECHANICAL VER,LL OPERATED TO OUTSIDE OF ACNE'. 42,0' A 1283' EC CRUSHED (11521 R M (2% £ SLOPE) (_� IT SLOPE) HAS APPROVED DATE BOARD OF HEALTH FOUNDATION— 32' SEPTIC TANK 16' D' BOH 'THE INSTALLER SHALL VERIFY THE LOCATIONS OF A.I. UTILITIES AND ALL BUILDING DEEPER OUTLETS AND ELEVATIONS ERROR TO INSTALLING MY PORTION OF AGREE SmJn <L yV N/F CAROLE CAPPUCCIO TR DB 22345 PG 278 NFEET�) '3e�VI,T _/tip ❑ ROY POIRIN 'I � '7D ( 1 DB 19685PG 183 C 100) F �fRIF BE HEEL FRAN:.0 PANDOLFO TRS DB 20385 PC LOT 1 r. 5'8-362-1541 62 D.-352-6541 Al"Cape.c0q, o Y wa cape engineenng, inc. civil engineers land surveyors 3J /fain $r -e' ( REA 6A) P '/WOU"'PORT MA 02825 DCE #18-351 PROPOSED DWELLING I - TOP OF FORM EL 13.5 3 El F DF S SLOPE) 12 LEACHING FACILITY N/F CHRISTOPHER TRAVELS DB 9790 PG 235 YET E -Il CARE,—it TIED BE TV C yTEL IGTIxe A' v �V — KE AAA VA / -TV RIVE h -F / D V _L aRQp \ OSPQ D ACCFEa 2Y>G� ❑ �ANEMfNT � r \ V f� \ �f ADJUSTED CORUNDwATER 3.2 NOTES 1. DONE! IS 2, MUNICIPAL WATER IS AVAILABLE S MINIMUM PPE PTC' TO BE 1/8' PER FOOT BE DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE BOARD IT- P1 5 PIPE JOINTS TCB E MADE WA lE STT CHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE LOC DID CMe 15.D10 (TmE 57 7. MIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIG SYSTEM TO SCH. 40-4C PVC, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED MTHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION RETAINED FELON BOARD OF HEALTH. IS CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING OIGSATTL (1-848-344-7233) AND VERIFYING ML LOCA➢ON OF ALL UNDERGROUND & OVER LEAD UTILIBES PRIOR TO COMMENCEMENT OF MERK. 1t. ANY UNSUITABLE MATERIAL ENWUMERCLI SHALL BE REMOVED 5' BENEATH AND AROUND ME PROPOSED LEACHING FACILITY I3. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP EDGES OR ROOF DRYNELLS. VARIANCE REQUESTED: UNDER TOWN OF YARMOUTH HEALTH REGULATIONS: (AA) REDUCTION IN FOUNDATION HEIGHT OF 2 - ABOVE HIGH POINT IN ROAD (2' TO 0.S') TEST HOLE LOGS ENGINEER: _DANIEL E GONSALVES, SE #15587 WITNESS: -PHIL RENAUD v�% 150 DATE: 5/27/1 IF I l - L \ - -- PER:. RALE A 2 IJIEPURCH \ _ CLASS SOILS 0� \ 1C, F ELEV. 4 V, _4 9.8' — 0., VL'I a V, A L LS LS 1018 2/1 NOTE 2/1 16" 12' B LS LS 1CYR 5/6 10YR 5/6 34" 7O. 26` PExC M M/CS SI/CS; 2.5Y 7/3 2.5Y 7/3 V7171- / � / v�% 150 \/ IF I l - L \ LEE A A,\ TI W�rA Y.iFSA �M \ S1^ �� �� \ , � ''i. ( '.. �i� F IS AT,' A ""-. J 0� \ 1C, F Q f a v 9_0 Lewis VL'I a V, Ba Y L )T TO SCALE SSESSORB MAP 17 PARCEL 95.1 LCOS IS WTHIN FEMA FLOOD ZONE AS SHOWN ON COMMUNITY JEFF 925001CO588J DATED '15/2014 DISTRICT: R-25 RESIDENTIAL LOT SIZE 25,000 SF- OT FRONTAGE 150 FRONT SETBACK ( .,0 SIDE SETBACK is REAR SETBACK 20' BUILDING COVERAGE 259 OSED BUILDING COVERAGE: 3.69 AUGER HOLE LOG ENGINEER: DANIEL E GONSALVES SE #13587 VOTNESS: PILL RENAUD - DATER 9/26/18 FOR PERS. RATE _._< 2 MIN/INCH EW CLASSI FABARAND e cANEL rM SOIL DATE: NOVEMBER Q 9_0 - 7.9'C METS 2s,7/6 132" _1_2' 126' -0.4 GROUNDWATER 6NCCUNTERED GROUNDWATER ENCOUNTERED NO AT 101' EL 1.4 AT 103' EL. 1,5 AT GROUNDWATER ADJ. DATA: WELL: PRO 29 ZONE: A"T� ADJUSTMENT: 0.9' =1[] I L. E Q (APRIL) U L GROUNDWATER ADJ. DATA WELL: SABA 29 t,C' ZONE. A — ADJUSTAKNT. 2.2' WATER ENCOUNTERED (SEPTEMBER) EL. 1.0 SITE it )ILA II BI OF SEA AVENUE MOUTH, MA , °� zb .ME REPAIRED FOR EW LARD FABARAND e cANEL rM 4 " �. DATE: NOVEMBER 7. 2018 o w A 0JCLf 02 40900 CALScaIC 1"=20' �;a�" 11- r15 "F 1 I 10 - LEI Fi IN - 3J FEEL DATE DANIEL A. OJALA, P.E., P.L.S. n 1� FOUNDATION PLAN V ' SCALE:1/4" = 1'-0" l3A5F6I=_NT ANNIKG VJIADJN � Al iffowTli �Li —nil� Ll L—uuu r. <' 4-0" 1 5 ��" 4 _ 5-10 5 "' 4 9- GAD N S II LABEL MARK SIZE Ew HE GLZ -- --- - c' vJ- THE DE,vm PocxEr am i z 8" I 0'i14. >\ _ 101 SIDPSON ENT DOOR ?'8 9 5III V10 A COCK FEF7 E 0'-1`"" 1 641" F FGAT \ VCALL, 2 Y 102 J KEl3AD, Al TOP OF LL III D 1 3 0" 103 TNUSTILFINTIJOOR 50 BEDROOiM I 069' O A A1'0IF COMREt-_ E 3 6+63'4" 104 1 IFlAING 2'L" 6' 8 0' l'"" N ( BATI I I ]'4" G 1 9 6 "' -- 9.X3'01_X 1'0'0 TRUSLIFINTDOOR 2 8' 6'-0" 0-I'"" NCKF F F00- F3 cs S' 4" S-11 C, 6'8" J � I 9102" E TRUSTILE INT DOOR _ 6' 6'-8" �D� 1/2 00 COIJCREIE aa' \, ANDERSEN 400 DH 9L YLJLNMK _� 107 Gs � A 6 8" -ANDERSEN 40D DH u 4' L' 1'-' 6'8" 1 0) 21" 4'-4'^ 108 TRUSTILE INT DOOR 2 8 6 8 0'-P"" 6' 3" N 1 26" 2'6 200 TRUSTIES INT DOOR r 1 I 6 8" 0 Vlp 11a"°' 1 2 3-0 1'40' 201 TRUSTIES IVT DOOR 2 4 6 8" 0 jIx 8 n 1� FOUNDATION PLAN V ' SCALE:1/4" = 1'-0" l3A5F6I=_NT ANNIKG VJIADJN � Al iffowTli �Li —nil� Ll L—uuu r. <' 4-0" 1 5 ��" 4 _ 5-10 5 "' 4 9- GAD N S II Za FIRST FLOOR PLAN SCALE: 1/4" = V-0" - CARRON MONOXIDE DETECTOR SMOKE DEFECTOR C.O./SMOKE DETECTOR COMBINATION "@° HFAT DETECTOR J --IQ Imo; I �I - I � �RALxwAK- - t I� %[,O A l 909 00 eq IF DOOR SCHEDULE LABEL MARK SIZE MAIL HE GLZ — c' vJ- THE W HT am i z 8" sem' 0'i14. >\ _ 101 SIDPSON ENT DOOR ?'8 9 1 8 0'-1`"" 1 641" 2'A°a" Y 102 ANIJFN$FK A$6AIF$ III D 1 3 0" 103 TNUSTILFINTIJOOR 50 BEDROOiM I 069' 7 8 E 3 6+63'4" 104 TRUSTILE INT DOOR 2'L" 6' 8 0' l'"" N ( BATI I I ]'4" G 1 9 6 "' 105 TRUSLIFINTDOOR 2 8' 6'-0" 0-I'"" 6.58' 058' 1 958' S' 4" S-11 C, 6'8" J 1 9102" E TRUSTILE INT DOOR _ 6' 6'-8" �D� 44'" 4-C7e \, ANDERSEN 400 DH L 107 Gs � A 6 8" -ANDERSEN 40D DH u 4' L' 1'-' 6'8" 1 0) 21" 4'-4'^ 108 TRUSTILE INT DOOR 2 8 6 8 0'-P"" 6' 3" N 1 26" 2'6 200 TRUSTIES INT DOOR 2-6 6 8" 0 Vlp 11a"°' - 2 3-0 1'40' 201 TRUSTIES IVT DOOR 2 4 6 8" 0 jIx 8 c 10" /1 �1-'I 22 4., qi✓ 202 IRUSIOFIVTD00R 24 6-8^ Olt" LAI R ZEE' z Ito zm LE\LAN E PIRL_ IVENT 2'-6" sa^ T FIKF 1r,F MODES Sol IRU51rtFwTDooR -Z'f," L13EK -OZ842 _ Z FAMIIV 1 ,1 205 Roam i 6 S 6'-N" o' -r"^ a 206 TRTIIFIVI IJOOH US I1 O - T 300 M1 O Il . I ------------------------ i LL ----------------------------- J 41 Sr11 A 0 T a. 81 � O i ASIO OPEMEAU 5 130 6'A" 01"" p �A5A F DINING i ITCHED - 402 _E U DF - U NC ae F w Z LL Cf1CNEN GA5 (EA M T VTF EfEK ME EK 4U CEN CR IFS' LL DID C Q Za FIRST FLOOR PLAN SCALE: 1/4" = V-0" - CARRON MONOXIDE DETECTOR SMOKE DEFECTOR C.O./SMOKE DETECTOR COMBINATION "@° HFAT DETECTOR J --IQ Imo; I �I - I � �RALxwAK- - t I� %[,O A l 909 00 eq IF DOOR SCHEDULE LABEL MARK SIZE MAIL HE GLZ LOUVER W ITT THE W HT am TRIUnLE IN DooR z 8" sem' 0'i14. 4.4"r _ 101 SIDPSON ENT DOOR ?'8 9 1 8 0'-1`"" 1 641" 2'A°a" Y 102 ANIJFN$FK A$6AIF$ ]'-10" D 1 3 0" 103 TNUSTILFINTIJOOR 50 6'-a fill" 069' 7 8 E 3 6+63'4" 104 TRUSTILE INT DOOR 2'L" 6' 8 0' l'"" 058' ]'4" G 1 9 6 "' 105 TRUSLIFINTDOOR 2 8' 6'-0" 0-I'"" 6.58' 058' 1 958' S' 4" S-11 C, 6'8" J 1 9102" 106 TRUSTILE INT DOOR _ 6' 6'-8" 0'-11" 44'" 4-C7e ANDERSEN 400 DH L 107 TROSTII DINT DOOR 2 6 8" -ANDERSEN 40D DH 058' 6'8" M 1 21" 4'-4'^ 108 TRUSTILE INT DOOR 2 8 6 8 0'-P"" 6' 3" N 1 26" 2'6 200 TRUSTIES INT DOOR 2-6 6 8" 0 Vlp 11a"°' _.. c 2 3-0 1'40' 201 TRUSTIES IVT DOOR 2 4 6 8" 0 jIx 202 IRUSIOFIVTD00R 24 6-8^ Olt" z Ito zm TRusnLE INT Dooa 2'-6" sa^ D r^' Sol IRU51rtFwTDooR -Z'f," "6'N 0._h"" Z 205 TRUSTILE INT DOOR 4'-0^ 2'-0" 6 S 6'-N" o' -r"^ a 206 TRTIIFIVI IJOOH US I1 O 300 M1 2-0 Il . s LL D OPENING 41 Sr11 A 0 T a. � CoCAi ASIO OPEMEAU 5 130 6'A" 01"" WINDOW SCHEDULE ---�— C�Ifit', LABEL QTY 51 ZE _ -. TYPE WIDTH I HEIGHT NOTES \VALE I'I WIIADOWTVPE THICKNESS ANDERSEN 400 AWN 059' IWAII-HEADHEIGHT A 1 6C"'� 2''-,F' B 1 2_i" 4.4"r _ ANOERSEN 499 csMr 96a--.-'._ g- _4 -. '8'-_- C 1 641" 2'A°a" Y ANDERSEN 400 AWN 058' ]'-10" D 1 3 0" 4'-02*' E ANDERSEN 400 WMT 069' 7 8 E 3 6+63'4" 5'4_"" ANDERSEN 400 DH 058' ]'4" G 1 9 6 "' 0'411""' F ANDERSEN 400 CSMT 6.58' 058' 1 958' S' 4" S-11 C, 6'8" J 1 9102" 5'-4' ANDERSEN 400 AWN 44'" 4-C7e ANDERSEN 400 DH L 1 2 39`e" -ANDERSEN 40D DH 058' 6'8" M 1 21" 4'-4'^ ANDERSEN 400 DH 0.58' 6' 3" N 1 26" 2'6 ANDERSEN 400 DH 058' 11a"°' _.. c 2 3-0 1'40' ANDERSEN 400 AWN 083 _ 8'-0' pa�gmw;2'94 mol Realth Departm ent p 1D Dato C�Ifit', g- _4 Y _ E F �0] `m3 a C�Ifit', g- _4 Y _ F �0] z Ito Z Q J a O 0 s LL H � Ln _E U Lu - U NC w Z < Z �Q= O CIO LL DID C Q D Z s F- 0 J�� DROP �� I FnEK„NNIN: Iwc � t- - FOUNDATION PLAN SCALE 1/4" 1'-0" 11 511. - T- II 1� BULKHEAD 1 'JIJ SCALE 11211 = 1'-0” 5FAM TOGKET 8'7I X 10 1', LOKGKE' E FOUNDATION WALL,2 115 REDAK5 AT TOT GF WALL 2 0 N X 1 0"D Gb „`l`r FOTNG 0e.X5'0LX1-0"D GK K IF FOOTING 1,2 OD. GON6KELF Al I Y M JITK BULKHEAD 4 SCALE:112" _ 1'-0" %— 24-0 OU T51 EGF TIMBER JRAFME 3:, 7�. 12•-0• n 'V m� 3 \ BASEMENT C('AI F 1/d" — 1'.n" k> v -r CL F - Z N LLJJ TOWN OF YARNMUTH < REVIEWED FOR YIRDI,NGAD OCNINGCOLE COWL. ANCE. ERROR201 CAA.IGSIQY9 DO NET RELIEVE THE V) APP.gANTFROMrHERESPONSIBILIIYDPMDUILV j \ C@.3LIAi E / eml.olxcovrs[u Uw2 C6 W Z Z FILE y 9 Q Q Z } A CERTIFIED AS BUILT IS REQUIRED 7— BEFORE FINAL INSPECTION r m V- N P , ��-i9-ad 6i�6 lG�l �o�f�l3ea �t/� _ _ _____.------------------------ --_ __ - _ _ - ------ 1 ------------ i 2X40N":NEFLAT — AT THIA LGCATIOK. OK 1" CONTTINUOUS RIAID IF5ULALAN _ G CHXIDW ON PETE I03 F Unp 19N'NAI I � 244 bTUPI LL 'I- 1 RI61D N5UL TION Rj'116ATT INSULAUGN V I i i ----- -------------- --------I ----------------- ----------------- --- I II �� 0 2 5'-10" 2 0 3.z _ _ 24-7:.. _. —_. k> v -r CL F - Z N LLJJ TOWN OF YARNMUTH < REVIEWED FOR YIRDI,NGAD OCNINGCOLE COWL. ANCE. ERROR201 CAA.IGSIQY9 DO NET RELIEVE THE V) APP.gANTFROMrHERESPONSIBILIIYDPMDUILV j \ C@.3LIAi E / eml.olxcovrs[u Uw2 C6 W Z Z FILE y 9 Q Q Z } A CERTIFIED AS BUILT IS REQUIRED 7— BEFORE FINAL INSPECTION r m V- N P , ��-i9-ad 6i�6 lG�l �o�f�l3ea �t/� 24'-° eorr2rr cii 1512 G �.�__ _ — _ -- _____. _ __ - 1-•i ------------------ e N. I _ I to �I cis c 4 T� - ------------ t --------- i -------------------------- 0 LL 1 I _— La ro M � ro , vl2 6 2" 5-10" —_ 2 0.. air•. 2a_T� NI J� _.. �1 FIRST FLOOR FRAMING 2� SECOND FLOOR-FRAMI SCALE U14 = 1' 0" ,� THIRD FLOOR -FRAMING LL� s n a A3 LL� s n Uwe Lf) ZZ¢ Z W y Q �a� LL� D n Uwe LL� D Uwe Lf) ZZ¢ Z W y Q �a� a LLJ U Z_ cC s < � J LL�I `L mP ROOF PLAN SCALE:I = l'-0" V / JIJiLC 1/4 = 1'-U" CARBON MONOXIDE DETLCTOR SMOKE DETECTOR C.O./SMOKE DETECTOR COMBINATION HEAT DETECTOR TYTY P 3 scalelrz= r -o PLAN DETAIL '4 SCALE 1/2^ = II Q Z Q J a w Q w NOIt o w Q � E ZZ¢ � Q Q w Q u w q3 w w I— cc _6 dt.� .IDI II 0 Q V W Z Q J a w Q w o w Q � ZZ¢ F OD Al Q w Q (n w w w I— cc _6 dt.� .IDI II 0 Q V W NO Z Q J a w Q w o w Q � ZZ¢ Q w Q (n w w w I— cc Z } 0 Q V W OiJI 10� F 'C:TO M 32 22a.. _ 12-0.. R ------------- 1 2 . a_ _ __ _ _ _ __ 1. 12 5" _IRST FLOOR FRAMING ;CALF 1/4" = 1'-0" I 11 T SECOND FLOOR -FRAMING 1 scAi t I � THIRD FLOOR -FRAMING J SCALE: 1141, = 11-0" I i TIN 2x 1 T THIRD FLOOR -FRAMING J SCALE: 1141, = 11-0" 3 THIRD 1YOORrh __ __ 6/4 41 _ VL PM'JLL @_ -__- -- -OF FK ./4 Y412 fV 1614 ob, FVC FIFICKI..AI Ill NORTH ELEVATION SCALL 1/4" = 1'-0" I— .1s,]9 2NECON (FLOG .9+43J' 1 FIRST ORi78� SOUTH ELEVATION SCAT L 1/4'1 = 1-0'1 <- - NFSl ASPHALT JIN61_E ROOF 1X10 FVC FACIA BC, RD --- --- LO 50L,FTED IINYL DC VL E rwNC- TVIND `V5 ---------------------- --.--- -_____ fi ao ooa _ L HH: — — ELnV K LsE7_ L L sF_ MGD LK —i — u F T I , I� ADM FIT - I L T J � 1111❑ M - III T FV FPER BEAM SHIT LED?t; wwLE SIDII r Fv LIF -EK' -- vSECOND FLOOR DF n ti FTC wDK E a E3 m m FIDOR �s 1]9� — FMCK �• "v. Sir F 51 o " Loo szznrioo .. - - -- --- -- I O 59.E m1 FIRST FL00 R' o 41 WEST ELEVATION SC7+1_E:1/4' = 1'-0" JE u ° -6. 3i aa.Looa $.47D of ,34 D 1 W, — n J SECOND .�z second = W Q - U I i UI pQz z � w? �Z T W �, O O ,I I rI �' — T ooa„3� � _ I � I' , FIRST FL � LolUD F— ¢ Q f WU ASELEVATION SECAiIF 1/4” = 1'-0" I 0 11 l LL ❑❑ 1111 1111 1111 11J I�9❑II 111111 J � 1111❑ M - III T FV FPER BEAM SHIT LED?t; wwLE SIDII r Fv LIF -EK' -- vSECOND FLOOR DF n ti FTC wDK E a E3 m m FIDOR �s 1]9� — FMCK �• "v. Sir F 51 o " Loo szznrioo .. - - -- --- -- I O 59.E m1 FIRST FL00 R' o 41 WEST ELEVATION SC7+1_E:1/4' = 1'-0" JE u ° -6. 3i aa.Looa $.47D of ,34 D 1 W, — n J SECOND .�z second = W Q - U I i UI pQz z � w? �Z T W �, O O ,I I rI �' — T ooa„3� � _ I � I' , FIRST FL � LolUD F— ¢ Q f WU ASELEVATION SECAiIF 1/4” = 1'-0" I 0 H A R.DWI C I POST & BEAM HM3ERFRAIME SPECIFICATIONS -These a g aP,X AN ,pumdframed stucaued Tb timber t designed as aAMn a gravity a on the rest ethos Noor. DESIGN CRITERIA . r,wavytimber The lateral loads n building be ,Babym SIAb ,dep, a, BOX 225 BIP hIvidesigned astTdt [m t a.The timberreme also OUILmoors HARD 0I ICK, MA 01 37 ybp SPsin reydi .. Up bders ThbDOUGLAS FIRItdbermse Thetimersmeetthe NNJPA standards for #2(AN beTheir PC 20 MASSAcnOSEr6 wrII ANENCMLNIs PH (Z 13)477-6430 morldrumponflent atfamcation sapproH.materyzDER FAA:(413) 477-0937 -The timbers zes shown are NOMINAL The timber sizes am imbpot to slight mAgain; but only under Ne direct DESGN LOA'S supereslon M the ENGINEER OF RECORD for He fieri Lie. N0. 010089 ROOT SNOVA LOAD — 30 ASP ' The rude, connections are based on tredplonel methods using mortems tenons, splines, pegs, and keys. TheVJV ROOT CCPD LLPPF VOR/F DW CKPOSTANDBEA.M MGO are Stopped and dead led under the direct supeNsion of ENGI NEER OF R ECORD for the Rome DAJ = 2 0O PTF FLOOR c[AD LOAD 'All beapproved ENT INEER OFRECORDkrthe fame FLOOR LOM=4O PST Housetimbercolnerymust r a Au meal �nneamre(at pos[reeL rorax�ple)arembesmpmnoregnal. AD WINO LCAD=IICBPI PROPOSED OJECT: SEISMIC DESIGN CA-EGORY D FROST = 4B' - E S F IOVIPTI HI E SOIL BEARING =2500 PST (ASSUMED) LAI D RESIDENCE PEE AP-dINECTURAL IdFGHANICAL & F f( rHICAt ')DAWIINCS Ft CLIENT: DIMENSIONS AND DETAI A REOURED As PIRGO11Ra WORK PUMP ARL NOI Rt ON TAE S,RLCNSAVINGS RAL DRAW. ANY DIP-3-PANCY TFAI f%153 H -WEEN RHA_ IS SHOWN AND ACTUAL CYNTHIA A'ANDR. W IAIRL) (MUST BE ]BOUGHT -0 THE Arr-NTIOn OF HARDW GS PONT & 181 SOLI l l I SLAM E BEAN/ ENGINEER PRIOR -0 HILL SIAH' Of CO _1 U WEET YARMOLIiI-I MAE REPRO'JCTOH OF ANY CONTRACT DOCUMENTS, 9 FULL OR IN FOR OLDIE USE AS SHOP DRAWINGS WILL NOT BE ACCEPTED 4LAR m wIL_ BE RE URN O AS ... M f ARE ALSO UNACCEPTABLE AND WILFNOT BE 3 VSWE�.F GENERAL PROJECT INFO: GENERALNOTES: LAIRD RESID NCE -WESTYARM 11TH I. C0117ACTCR SNA -L FIELD VERIFY EXISTING CONDI IONS AND DOUGLAS F IIIMEDIAr LY NOTIFY THE ENGINEER OF ANY Ds R -PAN -S CB OF ED ♦, Cc ' N5 W'Lr OFFER FROM ASHAT S NDICAr-D ON HE yy \y ( tt 't _ y -G L5 DRAMNGS 4. DATE: 1-2&1 `; t i t� N � V ,{ ,.G.. +�` 1`) ( ✓r '� ✓ ,A[ DIMENSIONS STOM ON ST'1Clta L DRAVE GT SHALL BE VERIPED BY IN CONTRACTOR EPA IES S ALL BF ON HE NPCP r- r R L DISCREPANCIES SHALL BE BROUGHT L HILL m OE CONSTRUC DRAWN BY: MS CHECKEDB yi 4� OF HE ascNFa tin _EFa BEIGE, D:SI : SCALE: SEE PAWING 4 4 1y j CONSTRUCTION ! ' CONPIRISE ON MATERIALS SHALL NOT BE sra t B DR y f 4 y i iii 'A L t+ - EFED orFDR IPE STORED uFov ANY Jc IR ELH NT w ELEMENT M Nn -R FES EXCCCJS R'f EIV- LOAD CPPA rY J- THE fT UNLESS Oh F IPE NOTED T11 W LDA' CMACI O P' YIN40 @; vv1 �Y�� r 4NOTES.DETAILS AO 01 0 5 ON ACRAVINGS STALL TARE z cr0fn GENERAL STUCCuRnnOTT AND I AllD ANYATNRuN E oFmin c O .\ ENGINEERS Ar1BEFOREPPAF Yc r. 6 A - �. �, O WE AS RNC-AFERESPONSIBLE cEECDURINGRIFFAESESSRV) PROTECT HSTRUTURE =ucF __L_ C . ALL FFAs OF CANSTRJCTION T,aLL we u,F i . 1 t ITUPDArs 3JT ARE NOT v TEA O TL[mor Rv BRACI' E/ ING AGAINST MND 'A STORAGE R OTHER LOADS WHICHDDS, AI ARIEE RICEMATTO s o4ERTIOWHICH MAIARISEPRIOR To VIE MPIEDANDF C C'JM OF BY P - WEER S AIL NO INCILNIC E INGECVP slR CTINA srvEG NOT nc OF O LAESE RPL s. .. T A EQJA'I 'i MS ANY oPwlOv REGAROmG rlE MmJAc" OF PROF S N Y OPINION uFAsuaEs RES , V k a k w I . 7. Ll g„ l,: BAD N IT _ eY � DRNYrVuB`, ]I( l 3D TIMBER FRAME PLAN FI12 TOIN,F.R EY_sDALE = N Is. FE Pim n 1.1.60. Robert LE mngreher, PH D., P E Rol 9 HALF 13Horo ON 00 NO. REVISIONS DATE 1 concept 1/24/18 2 Chan es 2/21/18 3 Chan DA 9/13/18 4 BEN 10/10/1 C❑VE R PAGE PAGE NUMBER AO DENT G-ALt ,�,- - I --o. DENT SCCLE 1/4" = l'-0' 2X6 TENON wi (P) aBLNT 42 �A�E 1�4• = 1--0. BEUAST 1,>. HAR DW IC K'I POST & BEAM V m : 5 � iSip 41Flo- I F'Ol BOX 225 HARDWICK, MA 01037 PH: (41 3) 477 6430 FAX (41 3) 477-0937 LIc. No. 010089 1AiRH CLIENT: CYNTHIA GENERAL PROJECT INFO: LAIRD RESIDEN�E W EST YARMOUtH DOUGLAS FIR DATE: 1-23-18 DRAWN BY: RMS CHECKED BY: SCALE: SEE DR: WING t01 IUV I'F'f L,l 4 113EN 1 110/ BE TS VAGE NUMBtR TE ❑E 3 r') ELEVATION A SCALE vm = 1 V aa,_i, - ELEVIATION B SLALE� 11L = l•_0• ELEVATION C SCAL_i 1L4' _ l' -O' i HARDWICK POST & BEAM P.O. BOX 225 HARDWICK, MAO 1037 PH: (413) 4776430 FAX (41 3) 477-0937 LIC: No. 010089 " W W.HARDWICMPOSTANDBEAM.COM PROPOSED PROJECT: LAIRD RESIDENCE CLIENT: CYNTHIA &ANDIWUMD I B1 SouTH SFA �V E_ WEST YAHMOU I FH, MA GENERAL PROJECT INFO: LAIRD RESIDk NCE WESTVARM UTH DOUGLAS FIf2 DATE: 1-23-1 DRAWN BY: RMS CHECKED By: SCALE: SEEIDRAWING ELEVATIONS PAGENJMBER TF2 OF 3 MITER 6x8 F"DCT VALLEY ATIACH W/C4)� 8" TIMBERLn'<'S oX1C ROFTCR-Ir / I 8x14 HEADLR - P x8 I'HCKE' ATTACH W/ 8" TIMBERL BXlp VALLEY (SIDE VIEW) (TOP VIEW) VALLEY RAFTER TO HEADER GALE - /,�, TIMBER FLOOR PLAN SCALE 1/4' = I W .. -3.. ...E3, ,e It. 4' DF' 4' -So' LME arc _ �ff—� eao PLPi= -6m! Lxx, ljT xxw: m ME m PLA -E , e x _max H P V % TIMBER FLOOR PLAN SCALE 1/4' = I W .. -3.. ...E3, ,e It. 4' DF' 4' -So' DTS-8 PIK MUST TIMBER ROOF PLAN scALe. v4' = r—o• HARDWICK POST&BEAM 1� f I L �� ✓ Yy� P.O. BOX 225 HARDWICK, M401037 PW (41 3) 477y--6430 FAX (41 3) 47-0937 LIc. 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