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HomeMy WebLinkAboutBuilding PlansLOCUS INFORMATION CURRENT OWNER: CHRIST] SHARON TITLE REFERENCE: DEED BOOK 35641/308 PLAN REFERENCE: PLAN BOOK 186/71 ASSESSORS MAP: 23 PARCEL: 314 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' SIDE 15' REAR 20' OVERLAY DISTRICT: NOT AN APO NITROGEN SENSITIVE ZONE: NOT A ZONE II MINIMUM LOT SIZE: 25.000 S.F. EXISTING LOT SIZE: 21,518t S.F. EDGE CB/DH END & HELD OF PAVEMENT TREE x8.4' HFPICHMARK: ' 1 �8.6' r PROPOSED RESERVE AREA PROPOSED 500 GALLON DRYWELL WA 2' OF STONE ALL AROUND Hx8. 7',t PROPOSED 5' OWRIYK p ALL AROUND SEPTIC SYSTEM E� PROPOSED 4 [L t POLY LINER O' o-. a t N/F RGBERT VALERI ASSESSORS MAP 23 PARCEL 315 PROPOSED 6 OUTLET D-BOX INV IN- 11.62 INV OUT - 11.45 PROPOSED 16'M38'� LEACHING HEIR INV. IN - 11.40 BOTTOM . 10.80 PROPOSED STRAW WATTLE CB/DH FND OFF EASTERLY 0.2' N /F LEGEND 50.9 X SPOT ELEVATION C.B. 0 CATCH BASIN DMH® DRAINAGE MANHOLE SMH® SEWER MANHOLE TMH ® TELEPHONE MANHOLE LP LIGHT POLE UPL-# UTIUTY POLE / LIGHT UPLT* UTIUTY POLE / UGHT & TRANSFORMER LET UTILITY POLE / TRANSFORMER UP + UTILITY POLE O W— OVERHEAD ELECTRIC LINE DE EHH ELECTRIC HANDHOLE 19 EMET ELECTRIC METER M GMET GAS METER — G— GAS LINE GG © GAS GATE WG ® WATER GATE — W— WATER LINE FEMA FLOOD ZONE DISTRICT: AE ELEV.-II BASE FLOOD ELEVATION: 11.4 DESIGN FLOOD ELEVATION: 12.4 TOP OF CONCRETE FOUNDATION; 13.3 AVERAGE STREET ELEVATION: 8.0 MAXIMUM RIDGE HEIGHT ELEVATION: 43.0 MAXIMUM HEIGHT ABOVE FOUNDATION: 29.5 LLl z Q J LL! U LL � J �--ORGWE4 ROAD e..^ _ `1 ao 12 \ w PROPOSED. 4 BEDROOM 3� DWELUNG TOF-14.0 FF SO CRAWL SPACE-9.2 V .n\\ / tOPOSED 1.5OR 1LLON SERVO TANK V INS 12.0 V OUT . 11.78 — _ o NIT JONATHAN SHARON ASSESSORS MAP 23 PARCEL 317 Name BUFFER DISTURBANCE �1 CB/DH END & HELD Department JED's/✓ Date AND SUBJECT TO COASTLAL STORM FLOWAGE: DWELLING DRIVEWAY / SEPTIC / GRADING TOTAL 1,6973 S.F. 14,503t S.F. 16.20Df S.F. _-28 W 0 N LOCUS h MAUSHOpS p PATH BARNES N. UQO SILVER SALT MARSH F LA LANE U A NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. 3/14/2024 KIERAN J. HEALY, PLS DATE FOR THE BSC GROUP PLAN OF LAND 19 CROWELL ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS PLAN APRIL 12, 2024 REVISIONS: NO. DATE DESC. PREPARED FOR: DENISE CHAMPAGNE 94 MAGILL DRIVE GRAFTON, MA 01519 DENISE.CHAMPAGNE®DELL.COM !i BSC GROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2024 95C Group, Inc. SCALE: 1" - 20' O 10 20 M r,n FILE: 100814-SP.dwg DWG.: JOB. N0: 100814.00 SHEET 1 OF 1 WLKLSO V L01 MAY 2 8 2024 SOIL TEST PIT DATA NOT To SCALE TES PB M_I TEST Pn M-9 TF5T PIT M_3 TE4 R M-4 tlp). S_ tlro. ¢ 8`0 Oro. ¢ 15 4W. D. � 75 SNSK D, JI AA AP.w ¢ NIA 9Ni ¢ �.1,q_ 9N.w CL �' - SL aD D' ¢ ao o• ¢'So- Lo.Wv s.Uro LOAYr 6Ua IOTA 3n I. ¢ 12 9- ¢ T.T LQW °SVro LQW BSYO B ISR IM 4/4 TOR 4, SMDY LOM zMOx LO.W DM 4/1 0, Jp' ¢ 63 M R 68 p' ¢ 65 B ¢ S7 p ¢. SJ ¢ SI -1_ J5' EL SI IS Jy' EL 58 21 FL S.p -� C C ¢ SJ C 96- S_ 5.3 C YELMY STUD IONI 5/p IEOIY SND IOYR s/8 YNXIIY SAID TOM 5/p YFpA1 SLID TOM Sn sP• g sn' s u- 4r (-o.D LEGEND ONSITE SOIL EVAI. UARON HIGH GROUNDWATER COMPUTATION (BASED ON TP 1 NPM To wATpi 15 .HE NEu VN_29 .HER M NNIpE X A �_ .'SA T omTxawEx wu(zna) t- RH 1£¢ ADA511EXi �It 7 OFPM To AausTEo IwI wATEN _yT,_ EiASI DAIS iE81N7nY N. M4 PDIOMMN RATE : < z ws _ = YASCM4 Ixi1 TEST BY: BSC .1, xC. SIR QAS ttASS 1 /PItN IACUDNAIIX �- -� WSERMO - OIOIIDNATIX NMESffO BYBIr INS.A.EUDH LA.: 74 oP/. %OSI VAp: '\ �-, ROfD GENERAL NOTES: 1. THIS PLAN IS INTENDED FOR ME PERMITTING AND CONSTRUCTION OF THE SEWAGE DSPOSAL SYSTEM AND ASSOCIATED STE WORK. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CUR 15.00) AND YARMOITH BOARD OF HEALM REGULATIONS. 3. MERE ARE NO KNONN OR PROPOSED PRIVATE WELLS LOCATED MINIM ISO FT. OF ME PROPOSED LEACHING FACILITY. C IF AN OVERDID IS SPECIFIED. REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OY£RDG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS MMIN ME UNIT OF EXCAVATION MTH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIWS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A N SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON ME J4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE THAT ME MATERIAL MEETS EACH OF ME FOMOMNG SPECIFICATIONS 100% MUST PASS N SIEVE 10% MUST PASS /50 SIEVE 0-20% MUST PASS /IOU SIEVE 0-5% MUST PASS #200 SIEVE 6, EXISTING UTIUTIES WERE SHOWN ON ME PLANS ARE APPROXIMATE. ME ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSJRFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY ME SIZE. LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, MMIN ME UNIT OF WORK. PRIM TO ME START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REWIRED. ME CONTRACTOR SHALL NOTIFY ME ENGINEER IMMEDIATELY. 7. ME CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING ME PROPOSED CONSTRUCTION ACTNTIES WITH DIG -SAFE AND ME APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE ME PROPOSED PORK YATHWT ANY INTERRUPTIONS IN SERMCE. S. CONTRACTOR IS REWIRED TO NOTIFY DIGSAFE. PER MASS. STATUTE CHAPTER 82. SECTION 40 AT (BRIT) 3M-7233 A MINIMUM OF 72 HOURS PRIOR TO ME START OF CONSMUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR ME USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOMD PER 310 CMR 15.240(4). LEACHING FIELD DETAIL xoT ro YME u_ \ E-G'r� P VCAlE1.T ip3•- - a ��ai1r B t" F"D & NE__ 7 BENCHC •RK: oR TSH 1GP OF CA J2 H 4 21 OOLONG EL 915 10 _ L W%T) a6 y86 r PRQC/&O 63AM IDEA _ _ BUILDING 5 IBAGK (b4E y PRDPYED scD J ; I P,I do_. xM MEL rMSrO.EM a L ' �` w 12 iogM' — &I a= rxT, M1 xlOuxD YPnc / j S. I � 2o.3A o 6 in S0 -�24.8 ace: Ri':l ACRANt S>FQ-9.i - :S>ES=�S IIaF�2J DPB60YO MUCH S m iiV ar :'Pzu _.4y war Iz PRKOSFD Sn1Aw wAi11E CS/DH END & HELD DISTRIBUTION BOX DETAIL (H-20) .To. COIC. D4N I ♦ W415 11 5 24- V_0_11�_r C HO WR L 3 eoTroY W uxi SiAN£ BAY 5 HP1 ni.0 w<y 3/4' VlO-1/Y SELF fau9FD smx5 HDTES 1. ry OxDE wUE' LEE M BMRE YxDE SLOPECF PPE D®OR OM R/iT PYYPED SYSIk,,. 2 ., MU.1 ORE WI6 Mf. DSx 10 BE LAD IEK 1 .ILL PVE DWECTMS AND CWUE2 LODIPULMx SHALL SE NAIIXDgI. A rLL ALL IANYD NXW(WR WM YOtiM. S. COI[NEY WMN v1Au E NAIYo ro NnRI p xD«E$ aF FPevEo aAE LEGEND 50.D X SPOT ELEVATION DESIGN CALCULATIONS C.B. O CATCH BASIN DMH® DRAINAGE MANHOLE SMHO SEWER MANHOLE 4 BEDROOMS O 110 4PD/BEpN}I 4LW M WHO TELEPHONE MANHOLE LP LIGM POE Erv.RED sExc TARN UPL UIILM POLE /LIGHT 440 mD z 20E Bea 042LN5 UPLY URLM MILE / LIGHT t TRANSFORMER USE 1500 I'xLOx SUM T K UR urnm ROLE / TRANSFORMER < ,7E rc NEDLe1 .1+.xr. rrllm UP ; UTILITY ROLE -OHW— OVERHEAD ELECTRIC LINE OSN'N 9FFa PwTs <2 wN/e . ® ERH ELECTRIC HANDNOLE W W OD7744 m/Sr -7595 OSI EMU ELECTRIC METER e GMEE GAS METER SaE rc lncxx0 ruanr Her.DW -G— CAS LINE USE (1) eW S7, Lf/OID PBp (20'.30') GAS GATE EIUNAMIA wXIE-We S1 GG � mEGrtrt IEAcrPD DEA - 60B Sf. WG ® WATER DATE mp SS. x 0.74 QNDA.F. - H9 GPo (INSTALLED WA - W— WATER LINE 449 . 14W 0R (9 M RSER.E W.CT PMT6CD) 1.500 GALLON SEPTIC TANK DETAIL (H-10) IDT To . N,s NAr ASS, SFIAHW aN H 7J VARIANCES REQUESTED WUR SEN. ,MCOWE PMCEL 3,7 ASVYAP v P. DCR JIs TI7LCV XOXF SYSTEM PROFILE HOT ro ,,LE ix51 PPE LENGTH 401. 10 BE YT M'SL - BY R. ftlf W. Y Ls-D.x f Sp g PK / "`1 N-10 N51F10,TM 5' $EP.VG1pN LIEACIN6 1.5W ONLW BDY EB-p M-20 RID YPM TAHI ¢- 58 1 NOTES, ADLSIFD OIOMIIAIIX NAG[M IENE.YL TAPE SNALL O RRONOO w 1ME IRFNOI OMA ALL PK M18. ALL TAMS TO E Yi W IE4SL STARE BAY / V O FNIHE EO1 LOCUS INFORMATION CURRENT OWNER: CHRISR SHARON TOM REFERENCE: DEED BOOK 3564//308 PLAN REFERENCE: PLAN BOM 188/71 225/21 ASSESSORS . 23 PMCEL 114 ZONING DISTRICT; R-25 SETBACKS FROM 30' BIDE 15' REAR 20' OVERLAY DISTRICT: HOT AN APO NITROGEN SENSITNE ZONE: NOT A ZONE It FEMA ROOD ZONE DISTRICT: AS B ..It MINIMUM LOT SIZE: 25.000 S.F. MISTING L01' SIZE: 21,518t S.F. 28 N w w LSALTMARSH QO Oy(7 LOCUSBARNESSILVERL�tANE LOCUS MAP NOT ro SCAR 4/12/2024 KIERAN A HEALY, PLS DAIS FOR THE BSC GROUP PLAN OF LAND 19 CROWELL ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 12, 2024 RE-1 NO. DATE DESC. PIEPAgD FW, DENISE CHAMPAGNE 94 MAGILL DRIVE GRAFTON. MA 01519 DENISE.CHAMPAGNEODELLCOM ;I BSC GRDUP 349 Main Street - ROUTE 28 West Yarmouth, Massachusetts 02673 508 778 8919 Qc 9074 aSc uuP. Inc SCALE: 0 10 20 a0 u1 FILE: 10D814-SP.dn DWG.: JOB. N0: 100814.W SHEET 1 OF 1 Tm6✓Si11nO LSL RIM BOARD Deal Dane..III ... t Timbe lone `oLSL er Im ses Il =.- 13/a' LVL -.1 IS. TYPICAL DETAIL O EXTERIOR WALLS Becker bloc eetei tight to too tbegv (tight tot eottem h I.. hennem). tdCh n 10-toe `(e38) to. aee, cilnchea w n oe.vmieA - ac rve with 10 Rae (:') e e (3 1/2-he. e : hole tom eocnl side with TO o e5$0 plvty. 6ocS. .ilhl o ow^.t ♦e oegee � ak e. .e5 250 X000eev TYPICAL DETAIL 0 INTERSECTIDN OF DOUBLE MEMBERS Mictdlam 1-1. Per....- PA SL nge Shed SUIT le.. vo .1. Ith ,epwrea Trvteiev Jo atto,A.... ..nTheh otecotuce TYPICAL DETAIL OF FLUSH FRAME AT MICROIAM (meet .bGg— wen bete.) eve *i,g P*"*' TYPICAL DETAIL O LOAD BEARING WALLS TYPICAL LVL/GLULAM BOLTING/NAILING MULL 1 3/4" BEAMS TYPICAL NOTES: L ME ARCHITECT SHALL NOT BE RESPONSIBLE FOR ME KRRICADON OF ME CONOMM C£ ANY EXISTING STRUCTURE EQUIPMENT OR APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF ARCHRECTS SCOPE STATED IN ME AGREEMENT AND t'ERNCAVON IS MADE ONLY BY VMM. OBSERVATION. IF ME ARCHITECTS DOCUMENTS REWIRE CHANCES WE TO CONDITIONS NOT VISUALLY CBSFT Ma AT ME TIME CF PREPARATION OF THESE DOCUMENTS. ME SERVICES MILL BE ADDITIONAL SERVICES. 2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION SEMEN FRAMING IS COMPLETE AND PRICK TO ENCLOMRE BY INTERIM WALL PLASTER BOARD/FWSH, 3. CONTRACTOR SWILL SCHEWN: AND PROTECT FROM WEATHER ALL EHSTWG HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO INSURE SUCH PROTECTION. 4 CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT CL ANY DESCREPANGES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SHORING ETC. TO MNNTAM/PROTECT EXISTING HOUSE AND STRUCTURAL MINORITY O ENSIING HOUSE. 6. CONTRACTOR SHALL SITE INSPECT/VFRIh ALL EXISTING VS PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MARE ADJUSTMENTS AS NECESSARY. W/ ARCHTECTS APPROVAL TO ENSURE COIPUMCE 01 DESIGN INTENT. ]. ARCHITECTS DRAWNGS DEMONSTRATE KSIGN INTENT. IT IS ME RESPOYSBNTY UP ME CONTRACTOR TO COMPLETE ME WORK IN A MANNER THAT ACHIEVES M%SN INTENT. & ME CONTRACTOR IS RESPONSIBLE FOR ME PERFORMANCE OF ME WORK IN ACCORDANCE WITH ME CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION MEANS. METHODS. SEQUENCES, WARRANTIES. AND PROCEDURES. AND FOR CONSTRUCTION SAFEM DEMOLITION NOTES: 1. CONTRACTOR SHALL N5T ME SHE TO VERIFY AND BE FULLY AWARE O EXISTING CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHAM IDENTIFY ALL EXISTING IMMS OF WORK SCHEDULED TO RWAN OR SALVAGED FOR REUSES. 2. ALL OEADIUMON WORK SHALL BE PERFORMED IN ACCORDANCE W/ STATE Y LOCAL REQUUMONS CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED OEMOUION RUPIAHS, 3. COORDINATE ALL DEMOTION OPERATIONS W/ DINNER fIXt SHUTDOWN PERIODS R SEQUENCES OF NCflK. ARRANGE W/ OYMEA h/OR APPROPRIATE UiBYES FOR MINCE SHUTOTS BEFORE BEGINNING DEMOTION MWERCNS. PROVIDE TEMFCAMY DUST PARTITIONS. BARRICADES. AND PROMCMW ENCLOSURES TO RRCPERLY SECURE, ISOLATE, AND WATERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS TO REMAIN. ME CONTRACTOR SHALL PERFORM ME MGRK OF THIS CONTRACT IN A MANNER MAT CAUSES NO DISRUPTION TO ME CMINUWS OCCUPAPON. MEN AND WHOM APPLICABLE, OF ME WILDING k SITE FOR MBR INTMDED PURPOSE. 4 REMOVE AFL DEMOUSHED MAMMALS IN ACCORDANCE WM LOCAL REGULAICNS 5, IT IS NOT ME INTENT TO SHOW Et'TRY PIECE OR ITEM TO BE REMOVED IN ME DEMOLITION WORK PLUMBING. ELECTRICAL AND OTHER WORK RELATED TO A WALL ON OMER AREA SWEDBED FOR DFMWION .0 REMOVAL. SHALL BE PERFORMED NHEMER NOTED ON NOT. 6, ME EXTENT OF ALL SPEOFIC DEMWNON WORK SHALL BE COORDINATED W/ ME CONTRACT DOCUMENTS ]. CONTRACTOR SHALL PATCN/INEPAIR/RENNRAI, AS ROARED. ALL SURFACES EXPOSED BY DEMOUTCR WORK WITH MAMMALS k MEMCO5 TO MATCH FINISH AND HARE RUSH W/ EXISTING ADJACENT SURFACES. WORK SHAINCLUDE ALL LABOR k MATERIALS ON ALL SURFACES REWIffE LL D TO RENDER SIBSTRATES ACCEPTABLE TO RECEIVE NEW FINISHES SPE0nED N ACCORDANCE W/ MANUFACTURER'S WILCIFICAIONS. & CAP R REMOtE ALL ABANDONED ELECTRICAL, PLUMBING. MECHANICAL AND FIRE PROTECTION ITEMS BACK TO SOURCE. 9. WHERE EXISTING FINISHES ARE INDICATED TO MAIN AS BASE MATERIAL SURFACES FOR INSTALUIGN OF NEW FIR91, REMOVE AIL PROJECTIONS AND VOIDS AND SECURE OR REMOVE AND REPLACE ANY DUSTING LOOSE OR OMERIMM UNSUITABLE WnMATE MATERIAL FRAMING NOTES: T ALL FRAMING LUMBER SHALL BE HEM -RR GRADE N0. 2 OR SPY. (SPRUCE -PINE -FIR) MADE N0. 1 AND 2 OR APPROVED EQUAL (UNLESS OTHERWISE SPEGFIED) AND SHALL MEET ME REQUIREMENTS OF ME AMERICAN FOREST AND PAPER ASSOOAICN. ME MINIMUM ALLOWABLE BENDING STRESS Tlo) SHAU. BE HMI PSI, ME MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 4W P.S.I. ME MINIMUM ALLOWABLE MODULUS OF BASICITY M) SHAM BE 1f00.000 P.S.I. 2. ALL LVL'S TO BE BOSS CASCADE OR I - LEVEL WEYERHAUSER VERSA -WI 310CFB CR APPROVED EQUAL. ME MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 31M P.S.I. All LW POSTS TO BE %`D SAUA 1.7 2650 FS. I.M PMAMAM PSL OR APPROVID EOUALNSTALL LWS IN ACCORDANCE WM ME MANUFACTURER'S INSTRUCTIONS. M USE 3/4" TONGUE AND GROGW STRUCTURAL GRACE FIT PLYWOOD FLOOR SHEATHING. 5/8" EXTERIOR STRUCTURAL MADE FIR (GD.%.) PLYWOOD ROOF SHEATHING. AND 1/2' EXTERIOR STRUCTURAL MADE RR (C.O.%.) AT WALLS, ALL JOINTS SHALL CE BLOCKED WM LUMBER OR OTHER APPROVED SUPPORTS. 4. PROVIDE SCUD BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOSS UNDER EACH PAFTITM 5. USE FULLY NNIED METAL COWECTORS (TECO. SIMPSON. OR EQUAL), JOIST. OR SEAM HANGERS WHEN MSTS OR BEAMS FRAME INTO OTHER MUSTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. 6. FOR LVL BEAMS OR HEADERS PROVIDE SOLD 4%4 LW MINIMUM POST SUPPORTS FOR DOUBLES AND GOLD 4X6 OR 6%6 LVL MINIMUM POSTS FOR TRIPLE BENDS OR HEADERS. OR AS OTHERWISE SPWnED ON ME PUN. ]. ALL PLYWOOD RCOR SHEATHING SHALL BE GUAM TO SUPPORTING WOO) FRAMING MEMBERS USING AMERICAN PLYW%O ASSOOATION (A.P.A.) GLUE) RWR SYSTEM. WOM GLUE TO BE CONTECH. INC. PLACID 41BFUDOR CONSTRUCTOR ADHESIVE. OR APPROVED EQUAL B. BUILT-UP BEAMS (3 PLY MAXIMUM) USING CONVENICNAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2-10D HAMS AT 12" O.C. LW BEAMS (4 PLY MAXIMUM) TO BE MRU-BOLTED WM 1/2 Y wao., or p1z.11 oc INCH DIAMETER MRU-BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP ANDBOTTOM AT 16 " OC. OR AS OMERWSE REWIRED BY ME MMVFACMRER. 9. ALL MANUFACTURERED FLOOR I -MUSTS TO BE DESGNED BY ME S'UPPUERMMUFACMURM. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO ME ENONEER PRIOR TO FMMCAION. SUN ROOM I IV STAMM _ \ ��' BEDROOM BEDROOM o" 13- 2--0" BEDXROQM 3'-41/2" Hx12 1x12 ...... - ID O n O 3-5 3/4" 4'-D" ,y DINING y,; -1/2The xro Wide n O" '-01/2" CLOSET amc ^ O n ; ACCESS_ b CLOSET SSEEAT/ LIVING SHELVES WM Wee ® GA m B� 1 "�J ! [IOSEi BEDROOM S. WesQ'-5 2�4. MUDROOM PA a a OPO n REF IB^ HDB N61 nKITCHEN ILA TI,1 w e 5'-0" 1 1 V-7" PROPOSED FLOOR PLAN PROPOSED ROOF FRAMING PLAN ALL RAFTERS SHALL BE 2XIO M 16' O.C., TYR. Fupu tENrypPPRRlLLLpOpEMIDEEi 1RiELFAIH�MP .OFpIOU AAADEEpIiLCE$$��TATR��I'��W�NATpEE1RR BARRIER InCCCH EEENNTIgRREEpCROOOFFR COLIC LOADIpSSP�NEDIIS ryN[�COAWUPONo/C/E M(�M MEppryryM5PSSAA pS�TAS,E 6pUILpOIpIigG41�JCHCi�EC(t ADME ATIENTIADON CF IMEADMCNI1c.�T�N CAdlf�l1HE SOLE RESPCNSBILIIY 0 1HET0 BAYS . TYP. 3/<" arc �$��� �is OiMech WNKYUeres h1Dn MWNIESPAM SCMIYAYMOPN. MAWCIAAFIIS. WdN iMIM IGF2-CUM IBWI ]R - M Hm.IBRI]w-5iW WYfN81ARCNRCB.CCM RESIDENCE FOR: JOE DENISE CHAMPAGNE CROWELL ROAD MAU YATH, PROJECT E 210324 M�A� 9O�R� cano�A � REGISTRAIOg� .FAT tl 4 • NL101a4� REMSIONS DATE: REVISIONS: ISSUED FOR: BUILDING PERMIT DAT�E05.06,2024 SOME 1/4"�I'-0" 0® 1 UNLESS ON ERWSE NOTED. SHEET NO. A.1 TOTAL NUMBER OF SHEETS IN SET: RRST15-0�ROpt____ ____ __ ____ ______ EL CRAML $LAB_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ g._2. ASPHALT ROOF SHINGLE' CWTNUWS RIDGE AN 1HERMAT MSUIED PROPOSED FRONT ELEVATION BOTTOM CE SMARTYENTS SHALL BE 6" MAX ABOVE SLAB EIEVATCN. TV. COITINUMS MDGE ANT ASPHALT ROOF SHINGLES-1__.. 1X4/1XT0 . - -- -"- ------ IX4/1%ID iRIEZE I%1 DOOt/MINOOW TRIM a a aw WC SNINIAE$ 1X5/IX6 CORNER BOARDS 2' MSTORIC AZEX 5LL �NRSi ODOR_._ vEL IS'-D _ _____________ G2AML STAB F ® ® ® I ® '=' �E 9'-2' PROPOSED LEFT ELEVATION BOTTOM Cf SMAR{YENTS SH.LLL SE 6' MAX ABOVE SLAB ELEVAT011, TM. C LWi IXs DWR/WINDOW TRIM WC SHINGLES 1X5/IX6 CORNER BOARDS 2' HISTORIC AZEX SILL 6X6 PT POST ENCASED W/ 1X TRIM, Pm. _ __ _ _ __ ___ _ __ ___ ___ MST ROOR� EL ________________ ___ LRAML STAB EL 9'-2 LEL, W-1)"Is T1P _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A } —�E g49 PROPOSED RIGHT ELEVATION BO7W O SMARTANTS SHALL BE 6- MAX ABOVE SLAB EIEVAW)M. TW. PROPOSED REAR ELEVATION BOTTOM OF SMARTVENTS SHALL BE 6' MAX ABOVE SLAB EL£'ANO4, TW. 1P. SLAB Bolin 9�-2 V h�,�aa'YQ�lJ 9g�� '7"[ct+X45,Y M' otlRecN MWkr61tl,m IXMNn Di WHIES PAM SCNIIYAAMOU111. MAttAauMEns.ouaM IMIm613m-BBBS �mal Tm.2mo 1m�Im-5Y0 WMMHRANBCC6CQN RESIDENCE FOR: JOE DENISE CHAMPAGNE 19 CROWELL ROAD YAOUTH. PROJECT # 210324 OMANaFWE�LwR�iM�—NAL O.IXMWa— .ww�l[c1i K REGISIRATI �NN 101Jp� MIN REVISIONS DATE: REASONS: ISSUED FOR: uuE a/. -r_Ir 61® UNLESS OTHERWISE NOTED. SHEET NO. A.2 TOTAL NUMBER OF SHEETS IN SET: 7 low 1X4 1RIN, I I%10 TRIN, I%8 FASCIA AAMLESS WITT R 1%B SOFFT I%5.1%6 CO WC. STING ROOF PITCHES MAY VARY FROM MAT SHONN OTYPICAL EAVE e e e 3/4•X6•XIe 11n- �SNCP WELn 3/1B• ItUFT A31 ARWXD, TN. iCP OF FWNDATW 3/4 BASE Q 1/4 IEKLING /—ASR1 A302 'A THREAD ROD 3/47%2=0" / DOUBLE NUT k WASXER TYPICAL BASE PLATE DETAIL BEAM SEES VARY (SEE STRUCTURAL DRAMNGS) —3/8" NEB STIFFENER TS COI - TYPICAL BEAM TO COLUMN CONNECTION LT RIDGE W W/ ROLL WNT ROSE BOARD (STRUCTURAL SIZES VAR' SEE STRUQURAL DRAWIN ASPHALT ROOF SHINDIES 151 FELT PAPER OR .TERACE BARRIERB 5/8" CO% PLYWDCO — RAFTER KNT � RAFTERS ROOF PITCHES MAY VARY FROM THAT SIONN ORIDGE VENT DETAIL LLA:J.LJ—J.J OCOLUMN CAP DETAIL 31/2• CWC, RLLED ST- co- IS%1 B" BASE PL W/ 40]/ -DMM BOLTS e CONCRETE SLAB 10 MIL PQY GIX:LREIE FOOTING VAPOR RETARDER. 1TP ] O i5 REBARS. CONT. BON -WAYS (TYRCAL) 77 ------- 7 O COLUMN FOOTING DETAIL F-o- ASPHALT ROOF BUNCHES 15/ FEIT PAPER (PITCHES VARY) 5/8" WX PLYMTCO 2 2.10 RAFTERS SMPSCN H1.5 2%BOIfi O.C. CEILING .XM53 RAFTER TEOIfi OC. IX FASCIA —< 1% SOFFIT W/ vEPT 1%10 FWEZE BRO. I% STRAPPING O 161-Ox I/2" GNP. BOARD MUNG WALL NOTES R-30 FBI INSULATION ROOF PITCHES MAY VARY FROM THAT sHONN ORAFTER/TOP PLATE CONNECTION WALL 3/4- RNIBH 3/e SIBFL O P TYPICAL RAKE DETAIL NJESTSNOW'(SEE Dom). -]0 FIBERG ASS INSULATION VHWSENRAP I/2• CD% PLYWOOD F2. 2%6 O is' O.C.— PADDINGR-21 FBI INSULD. 2X�%6 PT W/ SEALER 6 MIL P Y VAPOR LSILL W BI(42•%3w%3Y A01 PUlTUES I/2" GYP. BOARD - E2 MAN WES VARY (SEE STRUCTURAL DRAWNGS) OC 8 M1N 6 0[ ' RONOE 6 NIN EASED BEAM POCKET u--[-10' FOUNDATION WALL OBEAM POCKET DETAIL CKFFETE UNTIL CONC HALL ATTAINED l DAY STRENGTH AND BOTH TOP h BOTTOM CF WALL ARE PROPERLY s_o0WEL5 O 1 O.C. �2 XCRIZ k 36�•VERT SECURED, 10" CONC. WAL. — 6" COMPACTED FlLL f 0 NIL POLY 2q5 CONTNUWs BARS TOP k - - VAPOR RETARDER BOY. AND AROUND ALL OPENINGS CARRY M DAMPRONG - OVER TCP CE j i I !• CONC. SLAB' 2X4 KEYWAY _ ]O 15 NEWS, CONY = ♦ • _ I MAINTN MIN. OF 48 ROOTI FOOTING COVERAGE TOOTING TO BEAR ON UNOSTURBED ELEVATION T.B.D. TYPICAL FOUNDATION DETAIL 6 UM 1-,/r - r-c OTYPICAL EXTERIOR WALL TYPICAL WALL NOTES TJ RIM MST R-30 FIBERGLASS INSULATION 5/8" DIM tY GAM ANCHOR BOLTS O 32' OX h MTIIN 6" CF ALL CORNERS h BR DEL 2%6 P.T. BULL W/ SLL SEPIFR 2OJ$ CONTINUOUS BARS TOP h BOY. AND AROUND AlL OPENINGS O TYPICAL SILL DETAIL y O scNE,-1n•-r-r ��hi��y',,�ifs %A� ✓'?� WiIMs WartL®OMs ldin MWMIESPAT1 $WINYARMWIH MAWCMBEIIS,N6M WISSJNQm SOQRD.M Irvin)7,10 M W MAEOIIMMIMM RESIDENCE FOR: JOE DENISE CHAMPAGNE CROWELL ROAD WEST YAR MO'U TH, PROJECT 210324 REGISIRATI RENSIONS DATE: REVISIONS: IssuEo FOR: OI® UNLESS OTHERMSE NOTED. SHEET NO. A.4 TOTAL NUMBER OF SHEETS IN SET: