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HomeMy WebLinkAbout0046 LOVELL'S LANE - Health 46 LoveU '' S,. L n L�IarstonsMills C TOWN OF-BARNSTABLE LOCATION `tom Laq-A"& 1-tJ SEWAGE # - VILLAGE N'\aeS\70vJ °�1S• ASSESSOR'S MAP & LOT./4-'fg �8 I INSTALLER'S NAME & PHONE NO. rI�O,S � ���:c. " L7 7--AW SEPTIC TANK CAPACITY ®�O LEACHING FACILITY:(type) [O p® . P. (size) iG©a NO. OF BEDROOMS7_PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER R�t VY-10-1b DATE PERMIT ISSUED: 1 DATE COMPLIANCE ISSUED: 7 VARIANCE GRANTED: Yes No / �`.: e 97� -— ASPHALT ROOFING _ _— TYP, X6/IX2 ---------------------- I RAKE BRDS, i o O/C SHINGLES 9'X8' 9'XB' - 'TYP. IX5/1X4 EXISTING `I: CNR. BRDS. r— I FRONT ELEVATION RIGHT ELEVATION Z z O IK w p (K la o d QI ILL p O o ti- _ I N-O" ASPHALT ROOFING EXISTING - EXISTING Q L _ KITCHEN pp lu 5/8" F,G. WALLBOARD U LU ® FROM FLOOR TO RIDGE U ,Z � `, • NEW 20 MIN. ul W/G SHINGLES _ .�� FIRE OCR TYP. BMT SLAB U IL ° 4" THG GONG W/ U O p�^yp F FIBERMESH REINF /W/ TYP, IX5/1X4 �•II ' ON 6 ILL POLY. O 1� GNR. BRDS. 7 " ILJ cX„ REAR ELEVATION --------------------------- --------------------------- EXISTING LIVING NEW EXTERIOR WALLS �B 06 NEW INTERIOR WALLS � T-O° I I'-01, 6-6 EXISTING WALLS 28' O" ry `� TYP. 2X6 PT SILL ----------------------- - ---------------------------------------------- ----- a , ' 3'•8"x 1'-0" ' ^ e. TYP. 5/8 RODS L a „ ----- ----- O N „ - - ---------------- �� -- - : - - LL tul 0 _________________ ' Q r' fL p �I - SILL FLAN ---------- 3-6" -O" II'-0" 6'-ro 28'-O" FOUNDATION FLAN A � c TYP. ANCHOR BOLT AND LATERAL wn UPLIFT '-' Z Z --� 3"X3"XI/4"PLATE WASHER W 4 —J TYPry.�SPACING SHEAR UL J LO.G. 4" POURED GONG. SLAB 2X6 PT PLATE e./// 4 � D � •°cb. °°i / / o ° �y'p Il",MIN 8" CONCRETE WALL / DAMP. PROOFING GSA APPOVED. ° > ° 'e .°d'°°.°b•° ( b'e°. <a°.°d a°.°b•e b•n �`b•e d rd,° . EXISTING FOUNDATION WALLS 6 / "-12" FROM END/ o 0 o n ° °°° ° °COMPACTED GRANULAR OF PLATES ° ° ° ° ° d o v e > ° b•e b•e b•• 2X6 KEY ° a ° b•c 0•e ° NEW FOUNDATION WALLS / / / d•° ° ° ° ° n d °e /1 )"X22" CONC. FTG, UI d•e d'° Q p J D FOOTING GARAGE FOOTING .DETAILS S" CONCRETE WALL TYf=>. ANCHOR BOLT SPACING L 8[acklN1&0 7DP P/ATF sm-wee-RAF7z�R5 �IRIDGE VENT 2XIO RIDGE o 2X8 RAFTERS o 16" O.G. m i7 1/2" PLY, SHEATHING ) LR s TYP. 1X6 BRACES 150 ASPHALT PAPER ASPHALT SHINGLES — 2X8'e ,D 16" O.G.— ca , IO e C.J. m 16 O. IIX3 STRAPPING ,D 16" O.C, V V(1 2X4'e o 16" O.G. a< LL� 2X10 RIDGE j� GARAGE 1/2" PLY. SHEATHING `T g� Q TYVEK WRAP OR EQUAL SIDING m it 95 2X5'e g 16" O.G. D TYP, HANGERS � 'm SP F / Q >• CONTINUES 2X10 HEADER BELOW ul _Jll== _ = CROSS SECTION (A) ROOF FRAMING PLAN EXTEND HEADER =.� TO KING STUD ,—ASPHALT ROOFING •.� 15" ASPHALT PAPER r, LLI 1/2" SHEATHING \ z z ------------- TYP. H5 TIES lu 'O Q DRIP EDGE II •5" GUTTER �., NAIL TOP PLATE Lu _J � �, - ' Z TO HEADER WITH NAIL SCHEDULE}'C. TWO ROWS OF 16d ---_ - __ _ _ F— _- _ 8d COMMON NAILS AT 3" O.C. AT 3" O.C. - - IX8 FACIA IX SOFFIT tQ 2-1/4" VENT =— -1-3/4" BED MLDG. 'E3R �NOTCH FRIEZE 2 5/8" ANCHOR BOLTS WITH TO RECEIVE SIDING. 3"X3" PLATE WASHERS o n,. FIGURE 20, RIDGE BRACE ° EAVE DETAILS h, D GARAGE OPENING DETAILS 11(0 MPM EXPOOURE r=�) WIND Z(OfVE AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WINE) ZONE MASSACHUSETTS CHECKLIST FOR COMPLIANCE (180 CMR 5301.2.1.1)1 © CHECK li COMPLIANCE 1.1 SCOPE V o WIND SPEED(3-SEC.GUST) ------------------.---_--___--___----------_--------_---------_____.IIO MPH (CONTINUE) ^V WIND EXPOSURE CATEGORY -------------------------------------------------------------------------------5 ,��\ii NON-LOAD BEARING WALL OPENINGS!RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9 1.2 APPLICABILITY HEADER SPANS .______________ -----------------.(TABLES).----------------------------- T_IN. C12' �-' NUMBER OF STORIES(A ROOF WHICH EXCEEDS S IN 12 SLOPE SHALL BE CONSIDERED A STORY) SILL PLATE SPANS .____________________________-(TABLE 9).___________________________._FT_IN, < 12' _STORIES<2 STORIES FULL HEIGHT STUDS(NO. OF STUDS) ---------------(TABLE 9)-________________________ ' v7 R 7. OOF PITCH._______________________________________. (FIG 2) .________________________________.___-- L�<12:12 ✓ EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY W MEAN ROOF HEIGHT---------------------------------- (FIG 2) .____________________________________-4-; FT (33' ✓ MINIMUM BUILDING DIMENSION,W > 3 's BUILDING WIDTH,W----------------------------------- (FIG 3) --------------------------------------- FT<a0' ✓ NOMINAL HEIGHT OF TALLEST OPENING I--------------------------------------------------------- `<&V. BUILDING LENGTH,L ---------------------------------- (FIG 3) ------------------------------------- FT<80' '� SHEATHING TYPE-----------------------------!NOTE 41 -------------------------------------------l'r- `= BUILDING ASPECT RATIO(L/W) .______________ -------- (FIG 4) .____________________.______________ �<3:1 ✓ EDGE NAIL SPACING-----------------------------(TABLE 10 OR NOTE 4 IF LESS) ------------------- 4' IN. ✓ NOMINAL.HEIGHT OF TALLEST OPENING?---------------- (FIG 4) .____________________ --------------- <6'8" ✓ FIELD NAIL SPACING -----------------------------(TABLE 10) -----------------_------------------ /'j_ IN, ✓ 1.3 FRAMING CONNECTIONS SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 10) .__________ ✓ PERCENT FULL-HEIGHT SHEATHING._______________.(TABLE 10) ------------------------------------10,0 o GENERAL COMPLIANCE WITH FRAMING CONNECTIONS __. (TABLE 2)--------------------------------------------- 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8"(DESIGN CONCEPTS).------------------------- - MAXIMUM BUILDING OtMEN510N,L z 2.1 FOUNDATION NOMINAL HEIGHT OF TALLEST OPENING 2 ._____ FOUNDATION WALLS MEETING REQUIREMENTS OF ISO CMR 5404.1 1// �- z CONCRETE .------- SHEATHING TYPE-------------- -*--------.MOTE 4) .-----------------------------------------/-'� D -------------------------------------------------------------------------------------- EDGE NAIL SPACING.---------------------------. (TABLE 11 OR NOTE 4 IF LESS) ---------------------S_IN. ✓ Q CONCRETE MASONRY----------------------------------------------------------------------------------- FIELD NAIL SPACING------------- -------(TABLE II) -------- ��IN. -� « a SHEAR CONNECTION(NO. OF 16d COMMON NAILS ) (TABLE 11) ------------------------------------------- ✓ Q 2.2 ANCHORAGE TO FOUNDATION PERCENT FULL-HEIGHT SHEATHING (TABLE 11) _______________________________ _2$_o ✓ 5/8"ANCHOR BOLTS IMBEDDED OR 5/8"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8"(DESIGN CONCEPTS) -___________ ✓ -------------- v) BOLT SPACING-GENERAL ------------------------- T A 67 ABLE 4).------_-----_-----------_-__-- _7�IN. ✓ -�--"' WALL CLADDING �!I I BOLT SPACING FROM END/JOINT OF PLATE ._______. (FIG 5) .________________________________.�._LL'IN. <6"-I2" ✓ RATED FOR WIND SPEED?____________________ _____- ✓ W' Q 0. BOLT EMBEDMENT-CONCRETE --------------------- (FIG 5) ------------------------------------ IN. >'I" Q o BOLT EMBEDMENT-MASONRY.--------------------. (FIG 5) .______---------------------------__ IN.>15" 5'1 ROOFS p n PLATE WASHER ---------------------------------- (FIG 5) .____________________________________- >3"X3"XI/4" ✓ ROOF FRAMING MEMBER SPANS CHECKED7(FOR RAFTERS USE AWC SPAN TOOL,SEE MRS WEBSITE) 3.1 FLOORS ROOF OVERHANG ._________________________________- (FIGURE 113)-------------- FT<SMALLER OF 2'OR L/3 TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS FLOOR FRAMING MEMBER SPANS CHECKED .__________- !PER l80 GMR 55.00).__________________ �- PROPRIETARY CONNECTORS --------------- MAXIMUM FLOOR OPENING DIMENSION---------------- (FIG 6) .______--------_____-----------_-___-.—FT(I2' UPLIFT---------------------------------------- (TABLE 12) .-----------------------------------.U-_f'LF FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6) .___________________ ✓ -------- LATERAL------------------------------------- -------------------------------------L'—PLF MAXIMUM FLOOR JOIST SETBACKS SUPPORTING LOADBEARING WALLS OR SHEARWALL .(FIG T) .________ �-- SPEAR--------------------------------------- (TABLE 12)_------------------------------------S=ELF _____________________ FT<d RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 13).____-__________-------------- __.T=ELF SUPPORTING L MA CANTILEVERED L ERED FLOOR JOIST GABLE RAKE OUTLOOKER---------------------------- (FIGURE 20) .__-__________ FT<SMALLER OF 2'OR L/2 SUPPORTING WALLS OR SHEARWALL . (FIG 8)-____________________________________._ FT<d �� TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS lu FLOOR BRACING AT ENDWALLS .______________________ (FIG 9) ------------------------------------------------ PROPRIETARY CONNECTORS U W FLOOR SHEATHING TYPE ------------------------------(PER-780 CMR 55.00) ---------------------------------- �"- UPLIFT---------------------------------------. (TABLE 14).----------------------------------- U'�B. F' Z -, FLOOR SHEATHING THICKNESS .________________________(PER T00 CMR 55.00).________________________- IN. r- ✓ U Z _J FLOOR SHEATHING FASTENING (TABLE 2) d NAILS AT N EDGE/ IN FIELD LATERAL(NO. OF 16d W u COMMON NAILS).________. (TABLE 14).___________________________________.L"_LB.I O ROOF SHEATHING TYPE .____________________________. (PER 180 CMR 58.00 AND 59.00) ._____________________ ✓ u 4.1 WALLS ROOF SHEATHING THICKNESS---------------------------------------------------------------- IN. >1/I6"WSP WALL HEIGHT ROOF SHEATHING FASTENING-------------------------- (TABLE 2) -______________________________________ _Iz Q O N d) LOADBEARING WALLS,___________________________.(FIG 10 AND TABLE 5) .______________________FT<10' tu ` NON-LOADBEARING WALLS .______________________.(FIG 10 AND TABLE 5) ----------------------- FT<20' �- u O WALL STUD SPACING---------------------------------(FIG 10 AND TABLE 5) .------------------—IN<24"O.C. �- WALL STORY OFFSETS .------------------------------(FIG 14 a)-----------------------------------—FT<d �- O 4.2 EXTERIOR WALLS 3 WALL STUDS -� LOADBEARING WALLS .____________________________(TABLE 5). ________________.2X-e't -�FT 4- IN NON-LOADBEARING WALLS--- ---------------------(TABLE 5)----------------------------2X_-_FT_IN �- GABLE END WALL BRACING' NOTES: FULL HEIGHT ENDWALL STUDS-______________________(FIG 10)._____________________ ____ �' 1. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE REQUIREMENTS OF Tao CMR 5301.2.1.1 ITEM I. IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS WSP ATTIC FLOOR LENGTH________________________ (FIG 11)------------------------------------ _FT )W/3 GYPSUM CEILING LENGTH(IF WSP NOT USED)---------(FIG 11)----------------------------------- _FT>0.9W AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE- AND 2X4 CONTINUOUS LATERAL BRACE a 6 FT.O.C.(FIG 11)_____ A+STEEL STRAPS PER FIGURE 5 OR IX3 CEILING FURRING STRIPS 6 16"SPACING MIN.WITH 2X4 BLOCKING a 4 FT.SPACING IN END.______.-_____ ✓ B:20 GAGE STRAPS PER FIGURE 11 JOIST OR TRUSS BAYS.___________________________ —�- C:UPLIFT STRAPS PER FIGURE 14 DOUBLE TOP PLATE D: ALL STRAPS PER FIGURE Il SPLICE LENGTH ---------------------------------MG 13 AND TABLE 6) --------------------------- FT E:CORNER STUD HOLD DOWNS PER FIGURE 18e AND FIGURE I8b SPLICE CONNECTION(NO.OF: 16d COMMON NAILS) (TABLE 61______________________________________ -�� 2. EXCEPTION:OPENING HEIGHT OF UP TO 8 FT. SHALL BE PERMITTED WHEN 5% IS ADDED TO THE PERCENT FULL-HEIGHT SHEATHING LOADBEARING WALL CONNECTIONS REQUIREMENTS SHOWN IN TABLES TO AND 11. p LATERAL(NO. OF 16D COMMON NAILS)-__________-(TABLE T).___________________________________ ___ 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2" IN.NOMINAL THICKNESS PRESSURE TREATED 02-GRADE. NON-LOADBEARING WALL CONNECTIONS 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HEIGHT LATERAL(NO. OF 16d COMMON NAILS)------------(TABLE 8)------------------------------------- . SHEATHING AND NAIL SPACING REQUIREMENTS. LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADER SPANS---------------------------------(TABLE 9) .-----------------------------C?__FT IN. < 11' ✓ SILL PLATE SPANS._____________________________-(TABLE 9)-------------------------------- _JN.<II' FULL HEIGHT STUDS(NO,OF STUDS) -----------(TABLE 9) .____------------- _-----_ ✓ - \ \\ \\ NUMBER OF \\ TYP.FIELD NAIL SPACING JOINT DESCRIPTION COMMON OXBNAILSF NAIL SPACING ad COMMON m 6" O.C. / NAILS 1 ROOF FRAMING TYP.l/I6"WOOD BLOCKING TO RAFTERS(TOE-NAILED) 2-8d VOd EACH END STRUCTURAL PANELS _ i• RIM BOARD TO RAFTER(END-NAILED) 2-I6d 3-16d EACH END • WALL FRAMING TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d AT JOINT$ •> STUD TO STUD(FACE NAILED) 2-I6d 2-I6d 24"O.C. \ . HEADER TO HEADER(FACE-NAILED) I I6d I6d 16"O.G.ALONG EDGES ns (; TYP.EDGE NAIL SPACING . > FLOOR FRAMING UVl d lI� lad COMMON s 6"O.C.) • JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-Bd 4-IOd PER JOIST t \\ \ \\ \ BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-I0d EACH END RAFTER CONNECTIONS BLOCKING TO SILL OR TOP PLATE(TCE-NAILED) 3-16d 4-I6d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-I6d 4-I6d EACH JOIST NON- TYP.HI TIES JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-bd 3-IOd PER JOIST k LOADBEARING :`l ., I. BAND JOIST TO JOIST(END-NAILED) 3-I6d 4-16d PER JOIST � STUD HEIGHT ` �� • BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-I66 3-I6d PER JOIST 11 UPLIFT '', i' 1 " ROOF 5HEATHING MAX. WALL LOAOBEARING o II HEGHT 20' STUD HEIGHT WOOD STRUCTURAL PANELS It ,,,� •,I II '` RAFTERS OR TRUSSES SPACED UP TO 16"O.G. ad IOd 6"EDGE/6"FIELD ( I MAX.WALL RAFTERS OR TRUSSES SPACED OVER 16'O.C. 8d foci 4"EDGE/4"FIELD HEIGHT 10' GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6"EDGE/6"FIELD I II 1I( �� • WITH NO GABLE OVERHANG •� �I1 '�` , GABLE ENDWALL RAKE OR.RAKE TRU55 ad IOd 6"EDGE/6"FIELD }. W/STRUCTURAL OUTLOOKERS m Z GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 4"EDGE/4"FIELD Z W/LOOKOUT BLOCK$ M 0 s CEILING SHEATHING W I�tI .;� I !j > • GYPSUM WALLBOARD 5d COOLERS - V EDGE/10"FIELD Q _ `,� ►!t1 I 11` -= WALL SHEATHING ��' /� III • -=^'•r WOOD STRUCTURAL PANELS c_ ��� .�1 �� 1 1 • -,_j STUDS SPACED UP TO 24"O.C. act loci 6"EDGE/12"FIELD w� O EL LL 1/2"AND 25/32'FIBERBOARD PANELS ad 3"EDGE/6"FIELD Q N 4I 0 LATERAL - - �I i:� ,I•, 1/2"GYPSUM WALLBOARD 5d COOLERS - V EDGE/10'FIELD Q :I FLOOR SHEATHING �) ' IJ� WOOD STRUCTURAL PANELS I"OR LESS bd OctI 6"EDGE/12"FIELD TYP_ HORIZONTAL DOUBLE - GREATER THAN I" IOd IOd C.' EDGE/6"FIELD • (llllll SHEAR - •% � NAIL EDGE(STAGGERED NAIL !� I '�I • _'-�\ PATTERN 8d COMMON s 3"O.C.)I 61 I TABLE 2. GENERAL N,4iLiNG SCHEDULE .q ill F'I I P TYP.1/16"WOOD STRUCTURAL VERTICAL PANEL SHEATHING 2X4 CONT. LATERAL L Z Z II IjI II I, `� • > TYP.VERTICAL EDGE NAIL BRACING s 6'O.C. SPACING(86 COMMON tu �L I f�`1 I ,I '. . •' m O.G.) \ w 2-tOd NAILS O Q ( 11 - �•�'u \ / CEILING 0- N (� .II TYP.FIELD NAIL SPACING F JOIST Iu —1 Z ad COMMON o 1 a n O.G. W > GYPSUM 'fG l > , 5d COOLER I , • a . a �C1 Y D'e�.a NAILS s 10" O.C. n n 5d COOLER 'e Da D•e, _ -�, d D'e D'•a NAILS 6 l"O-C- a,c 24"O.G.MAX. 1 e a D o q r a 24" p.C. MAX_ 2X4 BLOCK NAILED STUD SPACING 1 "1° ° STUD SPACING ° TO EACH BRACE IN FIRST JOIST SPACED WITH 4-I0d NAILS. UJ '•e D•e D'e D'e D•e '° 1•e D•e D•e D'• Q 3 MAXIMUM WALL STUD HEIGHT , STUD SPACING , ' FIGURE IL CEILING BRACING RAFTER CONNECTION AND WALL SHEATHING GABLE ENDWALL j a LOT 8 r "-, 239.93 S - rn w—omoewavrEo a:qwcam,> 1 7.1 tt \ V LOCUS MAP � L0 �------------- LOT 7 N PLAN REF. 161-37 N (� ____ A.M. 078-101 DEED REF` 6235-165 ASSESSOR'S MAP- 078-101 p =EXISTING___ (� -- ----- ZONING: "RF" --HOUSE------- W a W SETBACKS: 30'—15'-15' =-_-__-_ __- RAMP= DECK SHED FLOOD ZONE. C W =_____-__- PANEL NUMBER- 250001 0015 C ---------- �/ _- CONC DATED. 08-19-1985 z -________ PAD N " LOT 5 Q = I 109.841t N r_ L ASPHALT DRIVEWAY I PROPOSED PLOT PLAN OF LAND (n O L I GARAGE Z Z LOCATED AT -� - 71 .2ft L — — J 27354.3 SO. FT. J 46 LO VELLS LANE' Lij Q 0.6 ACRES a MARETONS MILLS, MA. O . 32.i ft J 208.74 PREPARED FOR.• N 83°24'40" E I RA YMOND J SIL VIA JUL Y 25, 2008 1 ►►������ REV e► ���or r., ss �� LOT 3 o LOT 6 �, - F REV S-.=_F�+SN REV.• q ljYIE - w YANKEE LAND SURVEY Co., INC. GRAPHIC SCALE ° 30 0 15 30 60 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 i TEL• 508-428-0055 FAX 508-420-5553 1 inch = 30 ft. SHEET 1 OF 1 JOB # 54421 JF 1