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Home My WebLink AboutBLD-20-3895DRAINAGE TRENCH �"=2' o DETAIL � 7 7/2' af Peastone N � 2' �iF us�Nc w000 ne WALL SEE NOTE. IF USING BLOCK WALL FOLLOW MANUfACiURER'S �NsrnucnoNs. s'WE�S`5 ISOLAT�D � '�IETLA��JD �:,r,.._-:;;;i::'..; .:.'±--� \ °. �"'3/4'to t t/2"�-�'%; :' � N (`::.`:STONE::,..._ f_��T �'•: :'. �=.' :•;: :�:--'it 1 t=::.....:..��....:: ��..� WET 5.3 � `..: w:�.= K'.:':`�..�{ \ �. .. �,: .„:.-:.':;,�'"..- . ��•_��_.__� GG�O Landscape Tie Woli-Use \ F�% pressure treated #ies with a minimum 40 year tife in contact with ground. Step face of ties in 1" towards retained soil on each higher caurse. Minimum one tie below grade. Compact stone base. N �F � / DE MARCO��p� J y �F- n!O v ' = . �1>�•�1.� p0 Prop. Shed 4�� O• seaired ta ea Conc. °i� 9� Slab O EI. 9.7 ound Held 9 3 ' For�line LOT 3 � 8,960 SF*,;%% 41g, \ 9S� � , � AtWAYS OIG SAFE PRIOR TO CONSTRUCTION--UTIUTY LOGAl10NS SHOWN iNCOMPLETE. V��x ss �A *LOT AREA !S ALL UPLAND AND PROPOSED LOT COVERAGE=2027 S.F./8,960 S.F.=22.6% PROPOSED BUILDING FOOTPRINT HOUSE 1$24 SF PORCH 96 5F CHiMNEY & SHED 107 SF 2027 SF SILT fENCE WORK LtMIT N/F 9 z2 PREUS WATER SERVICE NOTE: THIS LOT LINE {S STAKED BY OiHERS. PLEASE OIG WATER SERVICE 4' Off r.. 9.1 LOT LJNE ADJACQJT TO PROPOSED LEACHING ARE -- `�P,��, �Q �� , . i �� /gj,Tc" 0-..:: �v�c' oJ ; �- 9:3 � y �'ti �:.,. \ . � R �'.:. �. r. - - a - -g . 9 ' . aTB, `: � - 11 3 �os ��o �o, � P� � ..:.. o O /Y Q �� . � .,� ry' 9.2 i ��.. .. _ �� Q�� x. �, S ��Q _ !. � o O �r, rQ� 4 �b OQ �O \�C� 1 . ' 9.7 Q�O��ti � ry� �� ,,, � o��,o , � 1.6 � -- - c_ 1 oQ ,� ,� �s � �V � �If(�.. . ,. ;.� eQ� i � n � BENCH MARK--70P & CENTER OF CONC. BOUND=9.41 NAVD88 t0.03 2' H1GH WALL--BLOCK OR LANDSCAPE 11E WALL � WIlN 2' WIDE STONE lRENCH OUTSIDE(SHADED) SEE DETAIL planPnq N /F LEVEE BREAKS INV. GROUP, LLC BENCH MARK--TOP dc CENTER cor�c. eouNo=s.s� Nnwas tc ROAD HIGH POINT=9.5 � \1 2 �� a . i ��9.6 � TH 1� O�LE LOCATION, NUMSER � 7' HIGN fLAT STONE -G- GAS FLAGS WALL -�'�.'- PROPOSED WATER LINE -E- OVERHEAD ELECTF2IC WfRES (IF SHOWN) . 9.5 . 11.5 EXISL & PROP. ELEVA'f10NS {'X' MARKS POINT) �6'�� CISTiNG CONTOUR _g�- PROPOSED CONTOUR f6 UTILITY POLE QF SHOWN) � REV. 11/14/19--LANDSCAPE WALLS, STONE TRENCHING, SHED IYPICAL�ORY WELL 10' OFF FOUNDA710N & 25' OFF LfACHiNG � a .o z � Q ' a J JOB N0. Y19-10 N OTES Horton.dwg 1. LOCUS IS A.M. 22, PARCEL 236. F634/34 SB74/65 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOY MON. N0. 28 AND VEFtTCON. 3. LOCUS IS IN FLOOD ZONE AE(11) ON FlRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER F00T. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-70, UNLESS NOTED. 7.INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE UNES, WATER TEST �-BOX FOR EQUAL FLOW D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENI7NG MUST BE PROVIDED. COVERS: TO 6" BE�OW GRADE: 1 OVER D-BOX, 1 ON LEACHING.. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" IMTH 2" M�N. 1/8 TO 1/2" PEA STONE ON TOP: 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND. CONTACT THE BOARD Of HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALIED FOR BELOW, FILL MATERIAL FOR 5� AROUND AND UNDER LEACHING ro n Q lewis go � NOT TO SCALE LOCATION MAP IS TO BE CIEAN GRANULAR SAND MEETING SPECIFlCATIONS OF 310 CMR 75.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLJLEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE W LEACH AREA, AND DISPOSE Of AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(fe� 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. p - 10.: o layer TEST HOLE DATE: Oct. 3, 20t9 6� E �oa r �0 nd5/3 PERFORMED BY: Ron Cadillac, Soii Evaluator �q^ 9.0 WITNESSED SY: Philip Renaud, inspector � B layer t0yr 6/8 PERC RATE: <2'-00"/inch (B layer) ] ioamy fine sand SOIL SURVEY(1993): Carver coarse sand 34"a 12-� GEOLOGIC MAP(1986): Harwich outwash plain deposits 45" 6.4 Top Found. H-io 2--b00 GALLON DRY WELtS T27 Invert 10.47 ��t 10.02 Cover H-20 �P yab Proposed Use H-10 Cover �p�as� � Use Gas. Baffle �nvert 9.83 Too � Units=70.63 1' HIGH WALL--BLOCK OF2 LANDSCAPE TIE WAIL 2' WlDE STONE TRENCH(SHADED) SEE DETAIL 4' � - / � , 9.9 H-10 H-70 Propose� S=1 /4"/ft Use 9" cover Proposed S=1�4"/ft S_��8.� Invert 10.27 1500 Gal. Proposed Septic Tank Invert 10.00 �nvert 9.80 lo,l '�r�' 6" Stone or COYT1PdC3 Proposed Proposed n � ^ 5' Bottom � j � � i i i i i TEST HOLE 2 Pv 10' ' � 1�---� rN �--'�'-� High Groundwater=2.8 0 ��v � � � � � � 1.4 USCS Adjustment DEPTH (inshes) ELE' � DESIGN DATA � seSt220t9 oneA a C layer 2.5y 7/4 med. ta fine sand Sceened Vent 172" ___° ,:` - 132" , � �a o 0 � � 9.7 BEDRODMS: 3 j�' . \ 9'1. g S i i g'� GARBAGE GRINDER: No � � � REQUIRED CAPACITY: 330 GPD '�� 9'0 ///�� PROPOSEO SEPTIC TANK: 1500 GAL. " �?.89.i1 t � . 9� � �; �' �� LEACH AREA: 451.5 S.F. �c �o � g,� x 9 � 9 i ,(� BOTTOM: 13' X 23.5'=305.5 S� � g� ��'� SIDE (13'+ 23.5')2 X 2'=146 SF � � q� / 91 O CAPACITY: 334 GPD � , � /� (451.5 SF) X �.74 GPDjSF i / i EXIST. G .�- 9.1 PARKING �9.z��'� �� ' R'EI�U�lAL � 00 A 5' ALL ARWND REMOVAL OF A/E iAYEfiS. �ISTURB B LAYEF2 AS UTTLE AS POSSIBIE WFFILE DIGGING LEACH AREA. PLACE ONLY C IAYER SAND ALONG SIOE OR UN4ER LEACHIN�. A�iHOUqi VfRqN B LAYER WAS PFRC'D, ONCE DIS'R}RBED 1' HIGH BLOCK OR LANDSCAPE 71E WALL IT CANNOT BE USED NEXT TO IEACHING. WITH 2' STONE 'fRENCH WTSIDE (SHADED) DRIVEWAY iS TO BE PERVIOUS WITH STONE UNDERLYING THE SHELL LAYER. RUNOFF NOT TO BE WCREASED TO ADJACENT PROPERTIES, ROADWAY, OR WETLAND. TH15 PLRN 15 A VALID COPY ONLY IF IT BEARS AN ORfGINAL RED STAMP AND S�GNATURE. _.�.. ►ti I��►�.�..�, RONALD JAMES CADILLAC # �asa HEALTH AGENT APPROVAL RONALD JAMES CADILLAC # 35779 � DATE P• A/E layer 10yr 3/; Observed Water=l.4 loamy sand � sn B layer 10yr 6/6 loamy med. sand LEACH AREA ss' USE 2 500 GALLON DRY WELLS WITH APPROX. ¢� C luyer 2.Sy 7/3 OF STONE ON THE SIDES AN� 3:25' OF STONE ON THE ENDS TO MAKE A 13' X 23.5' X 2' DEEP med. to tine sand LfACH AREA. RESERVE AREA USE 2 500 GALLON DRY WELLS SET 8� APART AND CENTERED IN A 9' X 32' X 2' DEEP ifACH AREA 97r - '":-°"t'=_ MINUS A 10� X 44" 'fRiANGLE=334 GPD SITE PLAN FOR SIDNEY HORTON L��f �, BLOCK A, 51 BAY�ERRY �20Ad, W. YA�M�U�'H, MA OCTOBER 23, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS RRQFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 � (508) 775-9700 PAGE 1 OF 1 UC 2019 BY R.J. CADILLAC ' . . . . _ . .. I�:. _..: .. . _ . r RIDGE VEN7 w/RED GEDAR CAP � RED CEDAR ROOF 5?IINGLES LOFT FLOOR (SUB FLR) _ � SNINGLFD RAKE SECCNC FLOOR SUB FLR � FLARED WALL AT_ TOWE2 �12� +5 V/ '� il� " i' n ij �� ;,� � �.I �� i� I� �il� �'� ��, �J i � �_ �; �� I ii I �� l �� / � �V �� ,'�I IL / 12 �� ±5 12 �12 4Y2" GROWN MOLDING SN MGLED RAKE W.G. SHINGLE SIDING Ix4 WINDOW/DODR TRIM w/5/4" HEAD TRIM 2" R.G. SILL � F �- - _ �..�.��......��. _ _---- ----- . '• • � . . . � r � . . . � x8 FASGIA . . � . � I_ �. i � . . .. � . �'-T I ,I — I ---- � I%8 SOFFIT I � � r_ � _ / \�� , _ I T�I � i i i � ��i � � �� W.C. SNINGLE SIDING ! T� ' ' BED MOLDING I _ � � I ��It� �i � � �� IJ i _ �-- � II � � � Ixl2 FRIEZE ' r'IN � ' � � I � � I. � �'� � �� L . THPEREJ Gn�U 5 I 12" AT BASE/8" A7 70P � � I I i' ��' � r�; �'; i��`�� I , I I WOVEN SNINGLE GORNERS GN 18" SQ. STCNE � � � � \ {/ I , i � � I � - T�� I � � VENEER BASE �� - � � I. - _ � i �j � � _ I � � i I � I FLARE SNINGLES OVER ; I I I ' i� I � i� �� i �� SKIRT BOARD w/DRIPCAP ELEV. ±12.7' �i_ I .�1-_ � i � � � i � ��FIRST FLOUR (SLA�3) __ i- _ i � y� I T� � �� I li -- —1<� - � yL— a ` .- l ' - i �I I ELEV. ±1�.4' ELEV. ±i2.0' � � I I ± I'-0" , — _ _ GARf�GE SLAB � I i � � BEVELEG L'41P � - ss--- - � � i � i � CAP ABOV� I � � i ELEV. illA q080 OHGD j ,� � ' I I I STCNE VEI�d�ER' � � � � �� , � � � � STOV_ VE�EEP� i � j j �i '. . . � , � � � .. �. � � . i I I � . . I I� . . � � � ., � . � i �� -=-' =-�-;-�----...------�----�-------_-_- �_�_i-��- �---._._.-------------------��-- - -- ---------------- —'�� . � i i . . TI . i i ' �� Ti . :�_ `i_J --_____-___-- �_._-i � _-__ _--.__.-_-� __- _i_- �___.�_. ---_.--------------------_-_--------__1-- . J I'-B' 12�_�n — - --�-- -------14�_Gn --- ---- ----- 24'-On , � ��` �� `�',� V IC�� . � � � � � � . � . �. � . O('!I ITL1�AnT._—'__'_'_"'_— _. .� i ... . . � . . i �, I � � � j� i i � I , I i . . � � . . . . . i I . .j . � ' I ! '�, I .. �._ . .. . . I '� i I �_ �i � I I I I i I I I q 8 i i ; I � I ;, ,. , � � i � i *- i i � � � � � i � � . � � ' � ! ' '. I � � _ �`--'� I ! I 1 i � � i ' �----� � i i; �rL_i�_- ..__-- .. i.-6 --_ __ �.�_T .� .._�,-' *;_-_' __o'-,c. ._._ :___��._ _ _ -2'-011 = _____i i�T 4-O'r-�--i� ---- �t �— � --- - -- L �--- . _ . �_ L.-- ----- �--. 1 -�_7� fiI-- ---- ��i n I G nn � i _ I a' .*� -- --- 2g� -�r----'--- -- --�1` �.�� °��,�i�� )FT FLOOR (SUB FLR) �]_ T 7ND FL.00R (SUB FLR) � SNINGLED WDOD BRAGKETS �T FL.00R (SLAB) _ � N m +� e 0 id I Y 4�1�L��i :J'f" TId��,3b't�%.i � � 7 REVIEWED FC�R B�'!_��p'„ A'�� 0,ti9 �� CCDE COMPLI- ANCE. ERRC S 0? G'' SS'0?�5 DG NO? R�LI'cVe THE APP_ICA.!�T FRDtv1 THr R�SPONSIBIIG"Y GF'AS 6UILT' COMPLIAiJCt. ///�� DATE; �'�'�'d,d � eui ��r�� P� ' �0�� Y �Le� �'� CERTIFIED AS BUILT IS REQUIRED QEFORE FINAL INSPECTION ' SUUTF�WEST THESE PLANS ARE IN COMPLIANCE E�L'!TH MASSACHUSETTS STATE BUILDiNG CODE NINTH EnITION / 140 MPH WIND ZONE vi z O � � w � N � a � .__I � (/') � � � J m W � } N m = � � Z � C� O � z W 0 �c 6 i� g � F �,,e � i8� �: � � ��p �!0 ~ � � � � � Q � � � � � � � Z o�� O ��m � � � m W J a E6� i w � U w w QJ � ~ a � DATE: 10/14l2019 SCALE: 1/8" = 1'-0" DRAWING #: � � I _ _ _- __I__ — I. I , , i �, I I I P� / ��I�i�� , / � I \ \ � �2 �6 �,y��_ , '� . . � � . . . . . . . . � ��. { � II I I I! 'i . �� . . . . . . . � . . . . . . . ... � II I I II � ��, 12 II I I II � � . � II I �� I II � � � . . . .. .. . +5� � � � II� L---J II I . . �' LOFT FLOOR (SUB FLR) ' j II II � ' —._. —.— — —. i � � �__________ ___________ _� . �- — — - - - 12 12 � i 12 i 12 , , � D � � � � , � ��; �' �� ,, � � � �2 I '�--� ,`i -d' ;, i i �� '� � �� i � i 12 i� i � _i if , � ;i � SUB FLR � , 5 COND FLOOR I E i ) � ---- - ; , , ; i' , �-- � i, I� i � � � � � , i', I � , �� I I � i� � i � � � � ; �� i , I � i —; r --I--, ,� � I ��I � ; I , � .. . . .. . i u i I I � I i i �_ . . . . � � � � � ��^I �, I�' I �.I ' I I .. . i I � � � �. , �� I, �IRST FLOOR (SLAB) _ _ _ —I I I � � I I I I � 1 I� � �� I � � . �� . . I � I � . . . . I . . . . . . . . . . . � . � � � . I I � I � . . . I � � . � . � � � � . � � � . �I j . . I I � I i � i i i j i i i i i i � �� . �� i��I—��-------------------�------------------------------------------Ti-1T------------------------------7-L_i.?.L�.� .. �. .. ��J-------------------------- � - -- ---------�--�'-----�---- --1----L— � _-------------------- --- _ 32 -0' 18�_On ��_8n RE�iR ELEVATiON � � . � . . �� . . . . � ninoTu�n��cT ��. � i � RIGHT ELEV�TiJi�l '� I I � � �, �� ,, ; ; , i i NORTHEAST ' � i � i � � � � i I ___ I ...��-�-i�- -------------------- T--�-�----- ---------�-----------TL-�T----r:_1� . . --------------- L--L-----------------21i_aii ---------------- --- L —J -------- — ,------------L--�----L— � 4��_�n 4�_�n THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDlTION ! 140 MPH WIND ZONE cii z O � w � } m 0 w z c� � w 0 � z � � z O Z � m W � � � Z �C G � � � � � O � � � � _ � � �/q/ � 1�56 � a � � � � 0�/ � � z oAw o y�� Q � � � w J � � ,� w � U w w O � � F a DATE: 10/14/2019 SCALE: 1/8" = 1'-0" DRAWING #: e . a r C 0 __ — � i _ _ _ __ _-_ I --- � i A B I I A.7 A.7 I� � . I' , , sa -o I is o° a2'-o° 00 — CE ER D R �. . . � . .. - W/ IDGE �. . . � . � . " PROPOSED . . . . , _ PATIO ` BLUESTONE ' � � . . ' . .. . . qi_On � . . .. . . . � Lli_On � .� 4i_On �. �Oi_3n . � 5i_�1u ' 5�-p�n ' 6�-'-�° . . �, . � --�---r----�------�----- � � �. . . . �. " � . . ,., . . � FWGDII�O611-4 , I CENTER �, I I� _ DORI'1ER i � VAULT � � VAULT wiDO�R I - , i � � . � . . � �. �PROPO ED � . I � � . � . — =_- - . . �+ =�---I ------ ----- � �� I D�NI v j �� FWGD�0611 �, _ � � ADH2650 FWGD60611--- ADH2G5C3�2068 i� � � I'I . . � �� . � . � . � . i�. � -� _�i � i I � � � . � I I . � � I I i I ( � v ; I i� 2� ^� I I � I,�i �� I I i�LG. LINE 'T— � PROPOSED — '�; ' ��, ; i / aeove � � �' M. BEDROOM �I , ` I II=,� . \ � I �� i, ' �s._s,.xiz._o„ , i i '@ 2�ADN2650 �� I I i� � ! � I' � � �� I 2-ADN2644 T r ' I s 2- A T F 2 6 1 4 A B O� i€----------�' ; i I I i REF � I � �\ Q 6 8 v ' z� II, � ': �� ` � � � � � � � � I � � i i i � I I � � � � � I y � i � I II i '� VA LT ' � � I I,a � � I1 � . _ �. . . .� ' ------------ ------�-----�- ---- ----..� Ir � �PRO,O ��-L� I �4_�_ 6-2 . 3-4 7i_4i . .1i_8i �I� o �`------' � SEa I � I III Kl��h�� ( � � I i I m ' I I �I� r . � . . . �� . . � . . O � 10'-6'x�6 "�. � I (i ii . I I �` i �i - - - - - , �---- � � � - � �i 2668 2068 �n � � . PROP09�D � . ` � � � O 'l—� . -- --- i , ��, --- � i , GREAT ROOM , -�I ' '��`l PFOPos—E '� � � � � � � 17'_0"x18._0" . . . ��I i . I - PROPOSED ' � '� MECHANICAL ---- � �i -- - -------- + ----� r— I �� ROO j j VAULT -- �i � I �; !� ( ' AAN2424 � � � � � �� • = 1�26so i �� 2-AD � �+ , � 2-ATF2GI4 ABOVE _� I� I ,� -. I ` - ----- i �� _ I� —� ------------ � � --- I �I I STEP-- � � , , : � -- � _6 I �4 - , GENTER j �— , - - _ IP � DORMER i I �665 pROPOSEo ` 3068 �o w/DOOR ! � 20 MIN. � � BATH � CLG. LiNE -- ---.►� . 2668 pKT. v RATED DOOR ABOVE 3�_G' ° q'-��° 4i-�'' i n I o✓ �a PROVIDE I LAYER 5/8 -- � � �j�i TYPE :'X" FIREGODE GWB __ FWI�- 061T__ ____' ___ i I-` __ iil,� � EN71RE GARAGE Q GEILING AAN2424 6' 0" 15 RISERS I I i j '' I� PROPoseo I I �+(�, n ---� � q i. 1 � � GARAGE I� I i 6 i GENTER UP I I '� �'1 3�-�0" t7,_�,.x2r_��13�_an i. P R O P O S E D �( i �^11 N DW S � �� i i i6068 F � ' PORCH i�� WrroweR , i � qy��,, i �� VAUL � i � i I� .�W�IN. � � BLU� STONE ( � � I � I I ST P��A cD DOOR ;' 2- DN2640 I 3� I N - � i I I/ I� OPEN STAIRS 41�-� ' ! � - GARAGE SLAB -13' _ RAILING UP I � �E�$ _ � SELOW LIVI G AREA SLAB � I TO GLG. = i�l ---- ' — — — — — — .. �i � PROPOSED. .� .Z. �li� � � r �, � , � � FOYER p �,�- r� a�D I I I � � __ II �I GL�, ',10" j I � A A N 2 4 2 4 � � ALL I I - - I - I - I I - , i� - A � p i III o I i � � i � I � i I } I „ 6"x6�' P.I. P STSi' FO ----- -� i PftOPOS'c� � I II � PANT j,� ` TAP UI"INS � I� � I , „ �� o ON 18" SQ. SFIING ED o BLUESTONE m I � I I ADH2448 i I� , BASE TYP. AT FRONT � AAN2424 � 9080 OHGD PORGN SHINGLED WO D BRAGKETS � � 12�_�� • q A.7 7�_On 14'-0" ► : . _�n 3�_3�� L 5�_�� APRON q�_On ' i 0 . • � i � N i 0 0 , � 0 � A SQUAREFOOTAGE I FIRST FLOOR LIVING 1485 I SECOND FLOOR LIVING 893 I LOFT AREA 105 I TOTAL LIVING AREA 2483 GARAGE 347 PORCH 90 � ROOF DECK 207 TOTALAREA 3733 General Notes Andersen A series windows shown or provide similar. exterior walls to be 2x6 16" o.c. unless othenvise noted. interior walls to be 2x4 16" o.c. unless otherwise noted. verify all window and door rough openings prior to ordering. ThiESE PLANS ARE 1N COMPLIANCE WITH MASSACHUSETTS STF�TE BUILDING CODE NINTH ECITION ! 140 MPH WIND ZONE ui Z O � W � N z Q J � � � � J m W } � m = � � z OC C� O �' z w 0 �C G � � � o � � � � V/ � � � �� Z � � � � � � G o %u J W � �7 l,L, i' 00� � a Vi w � H U u! w O J � ~ d � DATE: 10/14/2019 SCALE: 1!8" = 1'-0" DRAWING #: � � FOUNDATION NOTES: I. NIAIN FOUNDATION WALLS TO BE 10" POURED GONGRETE fc'=3000 psi, W/ 2@ #5 BARS TOP E BOTTOI"I. FOUNDATION WALL TO BE ON 20"x10" STRIP FOOTING. PROVIDE 3@ #5 I-IORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE #5 VERTIGAL DOWELS @ 24" O.G. EXTENDED 3'-6° MIN. ASOVE TOP OF FOOTING. PROVIDE �" ANGNOR BOLTS @ 45" O.G. I"IAX. I"IIN. 7" EI'1BEDMENT W/ 3"x3"xYy" PLATE WASHER. 2. ALL STRUGTURAL STEEL GOLUMNS TO BE 3�'2' GONGRETE FILLED LALLY GOLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x�" GAP PLATE � 7"xl2"x�'4" BASE PLATE W/ 2@ �'q" DIA. BOLTS. WELD ALL GONNEGTIONS. FOOTINGS TO BE 36"x36"xl2" SQUARE GONGRETE W/ 3@ #5 BARS EAGH WAY. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. CONCRE7E SLAB TO BE 4" PDURED CONCRETE ON GOMPAGTED FILL. PROVIDE CONTRAGTION JOINTS 1" DEEP AT COLUMN LINES. CUT W/ "EARLY ENTRY" SAW. 6. GONTRAGTOR SNALL ENSURE TI-fAT ALL FOUNDATION WALLS MAINTAIN 4'-0" I"IINII"IUI'1 COVER. 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL BEAMS (TYP.). 8. SEE STRUGTURAL DRAWINGS FOR LOGATIONS OF ALL STRUCTURAL GOLUMNS. 9. CONTRAGTOR SNALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INGORi2EGT 012 QUESTIONABLE DII"IENSIONS NOT BROUGNT TO TNE ATTENTION OF TNE DESIGNER BEGOME TI-IE RESPONSIBILITY OF TNE CONTRACTOR. 10. GARAGE AND OTNER FILLED FOUNDATIONS: 10" POURED CONGRETE WALL W/ 2@ �5 TOP AND 60TT01"I BAf25. FORI"I FOUNDATION ON 20"xl0" ST121P �OOTING. PROVIDE 2C� #5 GONTINUOUS HORIZONTAL BARS AND KEYWAY IN STi21P �OOTING. LAP TOP BARS TO I`IAIN WALL BARS. PROVIDE TRANSITION REINFORGING W/ #5 BARS SPAGED @ 12" O.G. VERTICALLY. PROVIDE �" ANCHOR BOLTS @ 45" O.G. I"IAX. 1"11N. 7" EMBEDMENT W/ 3"X3"XY4' PLATE WASNER. THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE tn z O � > w � } m O w Z C� � w 0 N F— z Q � J � N z � V � z � J � m W � N _ �' � z d � W� C, � � ° W� �� N� �� o z � � � � � O o�W � o � � z o � m o o�. N � �- � U W W ' J � � � � a DATE: 10/14/2019 SCALE: 1l8" = 1'-0" DRAWING #: � __ _ _ _ _ , . ____— � -- II �--� 12 , 12� 2x10 RAFTERS � RED GEDAR 16" O.G. ROOF SNINGLES �2 ±5 �� " GDX PLYWOOD �� i �A.9 �-13/q"xlb° WL RIDGE 2x8 GEILWG I JOIS75 16" O.C. � � I�q°XI�Yq° LVL RIDGE \ 15# FELT PAPE �� 5 �s � �s S i �� i� 3-3x12 �� I� il �I p- II II . . , I: i i NEADER � . . � �� Jl ��q . q . jf II II R-38 INSULATION i � I �I II II ; i i 2x8 CEILING 3-3x12 i� JOISTS I6" O G\\ �� II �� II II HEADER � 4� j� II II � . ��'�� . . � � � � ��L � � � II � I' 2x8 16" O.G. 4x12 BEA 3-3x12 - � NEADER TAPERED COLUf1N5 �� 12" AT BASE/8" AT TOP j j ON 18" SQ. STONE I I 5 VENEEI2 BASE � � A $ �� 6"x6" P,T. POST � � pROPOSED - PORCH FIRST PLOOR (SLAB) � _ _ _ . _ , � � BLUESTON '� I I Q I I a i I I � � I I � � � I I � 2-13/a°xll%a' WL �� 11 II VALLEY BEYOND "` �r � � . . ' . � ��j 1 � II � I I � � �_�_ i_ i � p f �o � + � �� !i o v �__ +� �—' _v ��'��.. PROPOSEO � ii �PROPOSED � I, i�, I,',� GREAT ROOM ��,;'� DINING . � I � � ��i � O �. � � � . I I ' i i I� �I � � j � i�`� " ` A" GONGRETE SLAB i�� w/WWF bx6 6/6 TOP V3 OF SLAB 6° GOMPAGTED FILL 10" 71-IIGK x 5'-10° BAGKFILL WALL AFTER GONCRETE WALL ON — GONGRETE FIAS SET A MIN. CONTINUOUS 20"x10" OF SEVEN DAYS AND NAS CONGRETE FOOTING AGNIEVED FULL STRENTGH += X q, �„ � za,_�„ k ' SECTION A-A 2-I�'4°x16" LVL RIDGE —� 2x10 GEILING JOISTS 16" O.C. 12 ±5 � 2x10 RAPTERS 16" O.C. ,------ ...w..,,.�,,, DSL. BLOGKING— BETWEEN FLOOR JOISTS FOR WALL ABOVE 10" T4-IIGK x 4'-10" GONCRETE WALL ON GONTINUOUS 20"x10" GONGRETE FOOTING 2x10 RAFTERS la" O.G. SECTION C-C 12 �6 2x8 GEILING JOISTS I6" O.G, ---- � 3-2x10 NEADER � / \ TYP. AT TOWER w/2" CDIL STRAP AROUND � � PERII"IETER 2"x6" FRAMING 16" O.G. W.C. SNINGLES TYVEK I-ICUSE WRAP i''2" GDX PLYWOOD R-21 INSULATION b mil. POLY VAPOR BARRIER Yz" GYPSUM WALL BOARD 2x10 RAFTERS 16" O.G.�- BEVELED DRIP- GAP ABOVE S70NE VENEER ,i STONE VENEER BLUESTONE �— 3—I�4°XIIY4� LVL _ _ LOFT FLOOR (5UB FLR) _ �� 12 �Y�.�� +5 EGCND FLA7R (SUB FLRj _ � / � il� I I / � / � i � i � ji � i � i � i � �ii � i � 0 � PROPOSED r LO FT 3/q" T�G PLYWOOD SUB-FLOOR GLUED AND NAILED, TYP 2x12 FLOOR � JOISTS 16" .C. DBL. 2x6 SILL- BTM. P.T. TYP. 3-I �i'a �xl l�'4' LVL NEADER . � � RIGID INSULATION - BELOW SLAS 10" TNIGK x 5'-10" CONCRETE WALL ON CONTINUOUS 20"x10" GONGRETE FOOTING 2x8 CEILING JOISTS 16" O.G. 3-I�i'4"xlb" WL RIDGE JQi!i!J_i! 12 ROOF DEGK 2x12 JOISTS Ib" O.G. Y2" CDX PLYWOOD ATLAS ROOFING PANELS w/I/8" PER FT. SLOPE EPDM ADI-IERED ROOFING MEMBRANE TAPERED SLEEPERS ABOVE MEMBRANE � RGOPING PANELS FOR DECKING 2x10 RAFTEi25 16" O.G. 12 �`� ±5 3-13/a"x11Ya" ��\ ��'^�rN,r,,_-� LVL HEADER � � `�� 2x10 RAFTERS �� BEYOND ROOF �� ` DEGK ` � 2x6 16" O.C. 3-3x12 TO CONTINUE NEADER FALSE - VAULTED CLG. � � � �' + � � PROPOSED � . GREAT ROOM � O I �r -� I'��LJI� � 4" CONCRETE SLAB w/WWF bxb 6/b TOP I/3 OF SLAB 36' -0" SECTION B-B RED GEDAR 2_13/4'xI6" LVL 121DGE ROOF SHINGLES �" GDX PLYWOOD 12 15# FELT PAPER ±5 � LOFT FLOOR (SUB FLR) _ _ _ R-38 I NSU LAT I ON V,1 DBL. SLOCKING— BETWEEN FLOOR JOISTS FOR WALL ABOVE DBL. 2x8 w/IxTRIM BDRIPGAP� ABOVE Y2' PLYWOOD FLARED FOR SHINGLE SIDING �' I DBL. 2x6 SILL � BTM. P.T. TYP. 3-13/4'xl6" LVLJ 2x8 GEILING JOISTS (b" O.C. �, o i i c� r +i +� pROPOSED BEDROOM 2 %q" TQG PLYWOOD SUB-F GLUED AND NAILED, TYF 2x12 FLOOR JOISTS 16" O.C.�� RIC,ID INSULATION BELOW SLAB — 10" TNICK x 5'-10" CONGRETE WALL ON CONTINUOUS 20"x10" CONCRETE FOOTING . • 12 �6 � • � 3—��4nX��4i LVL NEADER FIRST FLOOR (SLAB) -'' R�R�T �� ROOF DEGK 2x12 JOISTS I6" O.G. Y1" GDX PLYWOOD ATLAS ROOFING PANELS w/I/8" PER FT. SLOPE � Z 0 � w � � Q J � O V z � m W � � � m = � � z � U O � z w ❑ I I I � � � EPDM ADNERED ROOFING • MEMBRANE Q R POSED TAPERED SLEEPERS ABOVE � � �P � � � � i MEMBRANE � ROOFING = 4OF E KI ' ' � PANELS FOR DEGKING �� I I I II I I II� II ; SLOPE Ye" PER FT. v � 3- I�'4"x I l%'e' W L � 0 �s � � �s �s fQs � �s � � � � i I 2-I�i'q"xl4" WL II II II II II. II �� HEADER I II II II II II �� II �� II II II II II II yi � i Ili I II II II II II II 2x10 RAFTERS � I II II II II II II li gEYOND ROOF �� II II II II DEGK �� '�. II II II II II II II i II II II II II II II 2x6 I6" O.G. � II II II II II II II I II II II TO GONTINUE �� II II II FALSE � a Z � II II II II II II II VAULTED GLG. p II II II II I� II II o II u u u u n u i —_— �� (—~j L_ ll__iL_JI__11__lL_� SEGOND FLOOR (SUB FLR) � .:� � � w I�q�XIV4� LVL ��q�X��4n � .•. � •, I.�'� :: ::'::i::i::i::ii::i:«:3::ii7iCC�Riii:ii'9i'•i'i:35C :::::::::::::i::::::u::ii::: • •: •' • - SECTIOI� D � � o � u�i C� N � � z 0 O � m =' � a V� � m U w w _ FIRST FLOOR (SLAB)� � ~ a � DATE: 10/14/2019 SCALE: 1/8" = 1'-0" DRAWING #: � � THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE DBL. 2"xb" SILL PLATE ' BTM. P.T. 7YP. w/ SILL SEALER ' 4" GONGRETE SLAB ' I �¢" ANGHOR BOLTS w/3"x3"�'q" WWF bx6 6/b TOP %q OF SLAB I' WASNER 36" O.G. II 3f � MIN. 7° EMBEDMENT. BEARIN6 WALL I 2-#5 BARS TOP 7YP �, , d a a a. a�� Z 10° FOUNDATION WALL ' I� P.T. 4x4 POST . . . e.. . a .. a : . . . . . � . . �� _ SIMPSON ABUA4 � 1 `p APPLY DAMP PROOFING �� @�) 4 GONGRETE SLAB ° FINISNED GRADE 4" GONGRE7E SLAB ;_ , VERIFY FOOTING IS ON COI'1PAGT�DTGRANU AR FILL OR � I' �' I � i WWF 6x6 6/6 TOP %a OF SLAS GOMPAGTED GRANULAR FILL OR a I I I I I' I_I UNDISTURBED GRANULAR SOILS WWp 6x6 b/6 TOP Y4 OF SLAB UNDISTURBED GRANULAR SOILS =I `— w/ NO CLAY PEAT LOAI"I VE6ETATIVE� f'1ATER LOAM, a � —1 I I— I I I— I I I ; , � � _ _ w/ NO Q E 24"W.xI2"D. VEGETATIVE MATERIALS. IALS. � �� ,I ! I I I I I I li GONGRETE STRIP FOOTING { 36"x36"xl2" GONGRETE FOOTING RIGID INSULATION ° � I I I—II I I- BELOW SLAB d c I� ' I I i I 2-#5 BARS GONTINUOUS 4-#5 BARS EAGH WAY �"xB" ANCI-IOR BOLT . . . . � a i . . � . . . �. . . � . . . . � � . -I I' I I . . . .. �' �, . . � L a a a a a a a �, a a a i — 1— 10" WIDE FOUNDATION WALL a 4 a a " GENTERED ON 20" W IDE x 10" ° a o a d o i i a. d a — HIGH CONTINUOUS FOOTING a a� a a _ '. r d a iI a: a — — �a� I I I �,—I I I I_ w/KEYWAY. a a a a �, a � . -d. - . � . a- - a� � : . � i � . a M. ° I I I,. �I I I— I- 2#5 BARS BTM. TYP. ° a a°. d_ °. Q : a ° ° � e a d. Q 6 VERIFY FOOTING IS ON COMPAGTED GRANULAR FILL OR a. o I i i I I I- a ° a ° ° a -- -- o _ ° �_� a d o -- UNDISTURBED GRANULAR SOILS � I I —I I—I I I- —� � 1'— T I I I � a — I� T I��- � w/ N O G L A Y P E A T L O A I" i I I � APPLY DAMP PROOFING OVER � —� I�= r a a a � a � � �= n�= / I l d: I- O . d__ - Q_--- VEGETATIVE I'IATERIALS. le �.v I' I— I TOP OF FOOTING _ � I Q a a li= r -- --¢----a ------- � _� � . . � � � � ',. I I i --. � . � � . � . . . . -I I I I i I—I �I I— � . gl . - a. � —I I :—I I I—I � -I I I—I I I b---.— ---d a ------� --�---�---� — . � �i I . . . a .. j � . ' — ��.; 2x4 KEY WAY � � � � . I—I I li . �� I II-I I I � . . . . � . a � . Q � .°. � a. ° .. I I I—I I I—I I I . � II I I—I II � . a � a � � a . � �a I I—'i I I- m Z _-I I I—I I I � d° i F� a a I I I—I I I FOOTBINGS GONTINUOUS IN I I—I ; I—I I(—I I i—I i—�� I I � � — —= I— I I—I I I I I I — I _ _ _ i�l—��—��—�� a � � a — i '�I--I�I-111 Ill-i�,!-''�11=111=I��.=��, ��„��= II �11=��i —III—III-�� 11=111=1I� ��=��.—, II— �I I I I I I I I I—I I I a e� �� I I I—I I I #5 BARS VERTICAL 24" O.G. I ��_� - a EXTEND 42" ABOVE TOP OF ��_o° 3N. 3N. I I—I I I—I I I—I I � FOOTING I I I—I I I—I I I a'� — i � I I I I I� �AGKFILL WALL AFTER I I I—I I I—I I I I I I i—I I I— I I � i I II i� j i � I I �ONSEVEEN DAYSSAND HAS —I � �—I I I_I I I—I � I—I I I�—I I�— � AGNIEVED FULL STRENTGN i i .� FOUN,DATION WALL & FOOTING 2 sNi.��EARI�G lIV�4�� AT FOOTING 3 POST AT� PAD FOOTING SCALE 1 /2 — 1 -0 z DOUBLE TOP PLATE SII"IPSON SP6 GARAGE WALL —' � � i OR SIMILAR 1 CRIPPLE STUD ' I �. � I � � � � - � � � . � VERIFY FOOTING IS ON GARAGE DDOR COI'1PAGTED GRANULAR FILL OR NEADER I I I' P.T. bxb POST UNDISTURBED GRANULAR SOILS �I I I w; NO GLAY, PEAT, LOAM, 511"1PSON LSTA , � � � SI1"1PSON ABU66 UPLIFT STRAP i � i ; VEGETATIVE MATERIALS. APRON AT GARAGE I j � � I „ 20"XIO" CONGRETE STRIP FOOTING OR SINIILAR DOOR �i� �li 4 GONGRETE SLAB i PER JAGK S7UD 6" TNIGK AT END ! I I I 8" TNICK AT DOOR �i � �' �, WWF bxb 6/6 TOP I/3 OF SLAB 5/e"x8" ANGHOR BOL7 JAGK STUD 'i I • • � (-JAGK STUD FOR I � � ---- 10 DIA. SONOTUBE OPENINGS UPTO 4' 6" GOMPAGTED FILL � -�; L_ J � . �`�G� . . � I-�5 $AR CONTINUDUS � I-� I I—� I I�� I I I{ ' � I I I^ I I I—I I I—I I I—I I I- (USE LSTAq) _ I I I—I I c ,, _ 2-JAGK STUDS FOR AT PERIMETER — — „ — — — — -I I I—I I!—I I I—I I—I I I, °��_� °�I—I I I—I I I—I I I—I I I—I OP�NING OPENING 4' TO 6" (USE L57Aq) o � °� DROP WALL I—� I' I I I—I � I— I I I I � I I I—I I I—I I I I I I—I I I- ° d a - IZ" AT DOOR I_ 2-JACK STUDS FOR � d o° a d_ I I I—I I(—I I I—I I I , I i �— —I I I—I I I—I I I—I I I O?ENING 6' TO 10' — a d ad o ° o � a (USE LSTAI2) I=��; ,I�� =�!�_ � I��—��—�� _ n a G° � —I — KING STUD 1�=��—�� -��— �1=��=I.�� I� a �—��_��—��—��- ��) (�� _ � : a �� . _—I��—�I�—��I-1� °� ° � �I��—��—��—��—��- I—I I I WINDOW SILL PLATE — 4 —� I I—� I I=�1 I I—� I I a a — _ _ _ _ _ ' i-1 I I-1 I I I — — — _ _—_ � � i_ � . W a. Q �-��I—�� —� -° ° a ��I—�� —��: �:�: :p: ,—I I 1=� I I`---�Tr=�-rr=nT=rn � �— a � I I-��n �,— I I i-1 I'�=1 I i=1 I I� a °a I I I—I I 1=1 I 1= a :;�. :,_. �R�Pp�E 5,-�0 I�, I I 1=1 I I_I I I—I I 1=1 I I;, � �; I �, a _, , �_ a a a I I I—I I I—I I I—I I I , I I— � I I I I—I I I—I I I— I I—I I I I—I I I—I I I—I I I 'I', SIMPSON ST,-aD I I i eo a •I �� OR SIMILAR 2 x 4 K E Y W A Y ° —I I I—I I I—I I I� I� I � a ° � I I I— I I I— I I I— � ' ` ' ' '— — — :I: :I: DBL. 2"x6" SILL PLATE 2-#5 BARS TOP 4 BTrI. TYP I I—I I I-I I I—I I I—I I—I � I—I i i � �I I I _ _ _ •I• •I• STM. P.T. TYP. — I I I—i � I- I � I— I I( I I i—I ( i=l i I—� I I � ! I I I I I— I I I—) I I— '; i 10" FOUNDATION WALL I I I I I II I I—I I I—I I I—I �'—I (� ,� I I!—I I I I I I—I I I—I I I—I I I �' �' S/B" ANGNOR BOLTS I I I � I � � I I—� I I— I I I I� I— I I I— I I I— w/3"x3" x Ya°WASNER I I I— I I I�— I I I— I I i � ' , ' ' MIN. 7" EMBEDMENT. =il''� ;ill=1il -111-1!I,�.II� 1;-111„ 111��111,�,111=�� ° � ' aa ,. � - aa �Q�. a o I � ° jOj .° ��P�" FOUNDATION WALL . � . � . e I ,Y�I d . �° - � ' a '4�I � C/ . � � . . . .. . � ��. .4A�' �a ° ..E� ' . 0 GARAGE APRON DETAIL ,rJ POST FOOTING 6 TYPJCAL HEADER CONNEGTION � SCALE 1%z" = 1'-0" SCALE 1%z" = 1'-0" SCALE 3/a — 1-0 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE in z O � w � N z H (/� 0 � � J m W } � m = � � z � c? O `� z W 0 � /Ii�� \ui � ui � � a � � N� I�J � �� a J �� Q �� W � o � � � y�� z 0 o � m J � a t/' � m c H U W iyj O J K �- a � DATE: 10/14/2019 SCALE: 1/8" = 1'-0" DRAWING #: � . . .. . . . ..... . ._ . . _ ...... ...._ _.._. .� ..___ ____ _.. ... _. __ .. . __ �...:. ... _. . . ... _... .. . ' ' ' ' ° ' "` I DOUBLE TOP PLATE . -----------rl�', , .� � � � .. li �' ' CONTINUOUS FIEADER . . . .. ...�la .. . . II -7r-1 -7-r- �� EXTEND NEADER TO KING I y � � I I I J STUD . � � � I I I I ��. . . . � . � � ` I i I ' NAIL TOP PLATE TO B71"I,` ��' OF NEADER �� 7 I I� , 2 ROWS OF ibd NAILS 3" .. . II �i� . . I '. I � O.C. � . I�I I� ,, . . . . II -+�-F-'— Y2" CDX PLYWOOD I SEE CODE CNEGKLIST I i � �I FOR NAILING OPENING � ' I��TM. PLATE . . � i I i � . . . . I',� � . . . . � �� I i ,, . . � . . . I � q ,. . . . . � DBL. 2"xG° SILL PLATE STM, P.T. TYP. 5/e' ANG�IOR BOLTS w/3"x3"xj'q"WASNER � I"IIN. 7" EI"IBEDMENT. . . -��°�� . a , � � � � . . � . a � � - a d � � . i �° .. � . � . J � ' 10" FOUNDATION WALL . d. a . . . . . �. I. . .. . . . DOUBLE TOP PLATE 2"x6" WALL FRAMING I6" O.G. Y2" CDX PLYWOOD ' SEE GODE CNECKLIST FOR NAILING ' pBL. PLATE 2"x6" PLA7E w�— 2"x6" P.T. SILL i'LATE BELOW 7 TYPICAL BRACING AT NARROW WALLS SCALE / - 1 -0 511"IPSON NTT4 OR SIf11LAR NOLDOWN � • . r(li � i� i . . -� • e � • • • / • •. � �i � • s • s s • � • Figure 3.8b Comer Stud Nolddown detail - 4 sutds CORNER STUD GONNEGTED TO 7RANSFEi2 SNEAR 2-16d GOMMON NAILS 6" o.c. 1 O CORNER STUD HOLD DOWN SCALE 1 / - 1 -0 �s.r-.r� > o \ ° � � � �. ��. �� DECKING TAPERED SLEEPERS ABOVE MEMBRANE FOR DECKING �----------------- ---- � PDASAROOFING POANELS MEMBRANE I w/I/8" PER FT. SLOPE I YZ" PLYWOOD S� ° 2x10 DEGK JOISTS 16" O.C. 1-{ANGER 1 � ROOF DECK DETAIL" SCALE 1 %" = 1'-0° � �" ANGNOR BOLTS w/3"x3"xi'q" WASNER MIN. 7" EMBEDMENT. 10" FOUNDATION WALL � 8 SiLL TO P SCALE %4' = 1'-0" _. . _.. __— � ._ . . . ... . .. . . --- ---. . . _ _-- -- ------ . . . ._. ._. ._. .�. _—_ _ --____ • • — __-- ___ —_— n—_—_--_n—__--__ :I I� �I II II II . � I I I � ' � I I � I I . \. �I II II II II I i II II II \\� .�I II II II �.I I.I I I I.I I.I I �� '! II �I II� II � ��I II � II� II � �I II II II !I � I � �I II� I II II 'I II II II ��.I !,I I I I.I I.I I •I II � I II II II II II II II �. . II II I II I II II ' � II � � II� II � ' ' I I � I.I I.I � � I i� I iI II II II II II II II II I II I II II i II II II I.I I I I.I I.I II i II II � II � II II ` II II II II I � II I . II � II I II II II I.I � I I � I.I . I.I I II II II II I II W II II I I I I � I I � I I � I I I �II I I I I II W II II I.I I I I.t . I.I I II II II II II II II II �� II II� � I� � II II II II II II I I.I I I � I.I I.I IJ I I i I I I I I" II II II I II II II II I II II II I I I �� I� I � I I �� I�� I I I I �� I I. I I � I � -_1L_ __ _ 1L_ ____1L_____ • �� • e • • • • e • a • e • • • • , Q �. � 'd � �. - I� ... . . �. . Od.l� a a. a - d. I. . . I �' � a . _ Q . a . , a ' ; Q . , � a _ � . i . d �l a - - . . o � � � � � . � .. � �. a � . . � �.Q � �d 4 4 . a. d. da a . o . • . . a Q d d Q. LAT� �HEATHING CONNECTION � � TYPICAL WALL SCALE 1 %" = 1'-0" ITE GEDAR SHINGLES VEK NOUSE WRAP GCX PLYWOOD /o" FRAMING 16" O.G. 21 FIBERGLASS INSULATION nil. PDLY VAPOR BARRIER GYPSUf'1 WALL BOARD RIDGE VENT RIDGE BEAM (SEE PLAN i ROOF SHINGL 5/B" GDX PLYI 15# FELT PA 2"x10" RAFTE (UNLE55 NO- g TYPICAL RIDGE SCALE 1 %" = 1'-0" RED GEDAR ROOP SNINGLES �" GDX PLYWOOD 15u FELT PAPER SIMPSON H2.5A EAGH 12AFTER TO PLATE GONNEGTIC ALUI"I INUM DRIP EDGE � I GEILING JOIST� R-49 I N SU LAT I ON R-38 IF FULL TN I GKNESS OVER PLATE RAFTER Y2" GYPSUI`1 BOARD- Ix STRAPPING 16" O, DOUBLE TOP PLATE TYPIGAL WALL — NOTE: P120VIDE RAFTER VENTS AT VAULTED GEILMGS 4�'2' GROWN MOLDING Ix FASGIA STRIP VENT Ix SOFFIT BED I'10LDING Ix FRIEZE � 2 TYPICAL EAVE SCALE 1 %Z' = 1'-0" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WlND ZONE iti Z O � W � N Z Q J N z � LJ Z � � m �..0 } � m = o � z �C � O � � W Q � � � � � � � � a �� p YI � � � � � J � � � /�/ � w iie � Cj � W (�' y�m z � O � m � � d � � m H U w w O -� K ~ a F- DATE: 10/14/2019 SCALE: 1/8" = 1'-0" DRAWING #: � i _ . -- -_. _ _ _ : . .. _ ; . A B A.7 A.7 .� . . � . � � . � � � . . ., . . . 3—��4�X��4u ' = = LVL NEADER � i POST POST DN. � �j � DN. TO NDR ' p � POST DN. I � . . � � � N � �I . . � — — — — - -- -- , ,, \ . .I .. N I . . . . i = _ _ _ �\ I�I�� . � _ � .. . �� . I . O I �� .� � i�� - -ll - II-- -.- . . \� . � I . , �, I / . I III � � � , , , , . III �, � � � ;, , , �'��I .: � � � , � � ' �II - III � � � � , . x > , �---II � , , N , / � \ I �II �I �� i i ;� � \ �� i � �---- ---y � �� '��', , ------ �I �� . . , . � . . � 3—��4�X��4� __ ___ �ll . I � , LVL NEADER 3-13/q"x1U'n�� , I , _ _ LVL NEADER �� I �-- - -- -- - -- -- - -- -- - -- - I- � I; i - ---�- � I � j pg� � � ��I U I �� ; 1 � � 2X8 GLG .lOI5T5 16" O.G. � '�III N. 2-II�'4"xl4" III � I I IIII III WL NcADER '� i s I i ; i m ---- I — --- -- � c� � I I�',I i � I ,III, �III �, P RN. �� -- o I I � ,��I � ii � I i '� C A.7 i ; ��i� � � � I � - - --1-- - -- -- - -�I�- -- - - POST SLOPE TO I U �II L = I DN. DRAIN 3-I�i'4"xlb" WL ��I ' � 3-3x12 II�) _ DIREGT ON N ;II� NEADER ' j --- -- r`- ----- - I �IIh �II f � � �� POST � � � � " I�� I 3-I�'a"xll�la'� I��II� � I I ;�I �I� DN. 1 I I I III; WL NEADER IIIII 2x12 ROOF DEGK JQISTS 16"I O.C. I I II I i � �II III IIIII ''� I� POST � � r� � �IIII � I� DN. I i I� �_ _ ll_______ . 3_��4��X��4� I . I — — — WL NEADER _ II�I ----_ ______ � � -___ - CANTILEVER BM. 8" i— — — — — � POST POST DN. I�IIII, i P S I I�i, POST --- --- _- - TO HDR I � I I � I DN. ------- - -�------ BEARING DN. �III, i WALL I� i i 2-��4�X� 4� U I i 3-1�'^nxllYq � � i� LVL FIEADER O �iII WL HEADER �I ' � � � g_�sj4��x� 4�� - � I III � � WL �IEADER �9 � ��II , . , . . . . . � � I N . . . . . . I' I I � I i � I I I , � � . .. i i . . . � � � � i , ��i' N i � — �� ' � � , ° i , �'�� I � I III , i�, � �i u �i I 'I i ! 61 � � i� � 'I � 2x12 FLOGR JOISTS 16" O.G. �I�l� �`+ ' I i� � ��0 � I I�� ____ � I POST i I I I� POST �--- DN. DN. — _ _ _ ; - � �--- .. A A.7 � A.7 ROOF DEGK 2x12 JOISTS 16" O.C. Y2" CDX PLYWOOD ATLAS ROOFING PANELS w/I/S" PER FT. SLOPE EPDI"I ADNERED ROOFING MEMBRANE TAPERED SLEEPERS ABOVE I"IEMBRANE 8 ROOFING PANELS FOR DECKING C A.7 /�] � � 2 ROWS OF 2-PLY BEAM 16d NAILS 12" O.C. 3y" WIDE � � � 2 ROWS OF Y" THROUGH BOLTS 3-PLY BEAM ��,. 12" O.C. w/ WASHERS SY" WIDE ��, z" MULTIPLE LVL BEAM CONNECTION SCALE: 1" = 1'-0" NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.C. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOIST (TOE NAII_ED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO 51LL OR TOP PLATE (TOE NAILED) 2-16D 3-16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8d 10d 6" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8d 10d 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d 10d 6" EDGE/6" FIELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d 10d 4" EDGE/4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD ; WALL SHEATHING WOOD STRUCTURAL PANEL STUDS SPACED UP TO 24" O.C. 8d 10d 3" EDGE/12" FIELD %z' AND 2%az" FIBERBOARD PANELS 8d - 3" EDGE/6" FIELD %2' GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS 8d 10d 6" EDGE/12" FIELD GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD THESE PLANS ARE IN COMPLIANCE WITH MA55ACHUSETlS 51 A I t t3UILUINV cUut NiN i h tui i wN i �4u mrh vviNu ��NC � Z O � � W � N F- z Q J � � � 0 J m W } � m = � � z � � O `� Z w � � � � ~ � � � W � � � Y/ � � ' o' � Z � Q � � � � Z 0 o u�i � N � � � o � m O a d/ Lp J � U w w O 'J � ~ a � DATE: 10/14/2019 SCALE: 1/8" = 1'-0" DRAWING #: � � _ � � 2 ROWS OF 2-PLY BEAM 16d NAILS 12" O.C. 3%Z' 1MDE � � � 2 ROWS OF y" THROUGH BOLTS 3-PLY BEAM 12" O.C. w/ WASHERS SYa" �DE 2„ MULTIPLE LVL BEAM CONNECTION SCALE: 1" = 1'-0" 0 SLppE SLVt -� 12:12 PITG+-I SLOPE S� �{ `12:12 PITGI-I v Jp�" ±5:12 �<� PITCI-1 SLOPE � � -��{ 12:12 PITGN RIDGE 2 PITG+1 FLAT ROOF :12 SLOPEv�{ DEGK Q SLOPE\ TCN � ,p-" 0.' ±5:12 PITCN SLOPE - 12:12 PITGN Si LppE ' OPE �e 12:12 PI7CN = y�A 5 OP � LOP F � U 5�- 0.�- -� a PITGH N N N N , � Q 'y,,o � 12:12 �� 5 OPE 12:�SLOPE IT v N 6:12 PITCH JP" w SLOPE � g�� 12: PITGN 12:12 PITGI-I 12:12 PITGH SLOPE ROOF PLAN 12:'2 �'T`" SCALE: 1/8" = 1'-0" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE � Z O � � W � C/1 H z a � J � C/�1 z 0 V �7 z 0 J � m W � } N m = 0 � z � � O � � W � �S ` � '11� � � � O i� � � 4 . H �p� �1� z J � O � � � Z .. � �W Q N � � � O � � � � c�. V� i � H U w w O J � F- a � DATE: 10/14/2019 SCALE: 1/8" = 1'-0" DRAWING #: � r • ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department : "ov ... r 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code, 780 CM.. AIN _ Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: l (>a u - 1 C Date Appli )/ S-QAf,3 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Prope ty Ad ress: 1.2 Assessors Map&Parcel Numbers *4c' y f 1.1 a Is this an accepted str t?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (Iv1.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP1 2.1 0,nerl ff Record: . /(,� �J �vwM Name(Print) V City,State,ZIP ��✓e'c i W c _ I5Df 5r8-5'3kt Lc € 6pe/Sftat ocft t c4 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other ❑ Specify: y, Brief Description of Proposed Work2: f2df,'/ F7i/Z /' ✓ Za -'Q Q 3Y 5 SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1 Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire Suppression) $ Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 3 o 606 0 Paid in Full ❑ Outstanding Balance Due: • SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No. and Street Type Description U Unrestricted(Buildings up to 35,000 cu. ft.) R Restricted I ..2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No. and Street Email address City/Town, State,LU Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ❑ No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date • SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. 133j I ,Print Owner' uthorized Agent's Name(E ectronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms " Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" n • The Commonwealth of Massachusetts 11.*? It Department of Industrial Accidents • . i '�,�-n� 1 Congress Street, Suite 100 a+ Boston, MA 02114-2017 �.,,, www.mass.gov/dia .. Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): ,SIJ DJ 4)--.At sc,ddress: 51 e `, ti (el it Od67) , City/State/Zip: It/ C y' I1tP. Phone #: I 'zr8 T LJv 6- Are you an employer?Check the appropriate box: Type of project(required): LEI I am a employer with employees(full and/or part-time).* 7. -C.-tde struction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. El Remodeling • any capacity.[No workers'comp. insurance required.] 3.0 I am a homeowner doing all work myself.[No workers'comp. insurance required.]t 9. ❑ Demolition I am a homeowner and will be hiring contractors to conduct all work on my p roPe I will 10 Ell Building addition ure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.t 13. Roof repairs 6.El We are a corporation and its officers have exercised their right of exemption per MGL c. 1 ❑Other 152,§1(4),and we have no employees. [No workers'comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. I52, §25A is a criminal violation punishable by a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der he pains and penalties of perjury that the information provided a ove is true and correct. Signature: Date: 9 4-43 None#: J ph --. 9fc16)--- Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# • Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: „ ,0F'YA4 E TOWN OF YARMOUTH o� ” _°I7 BUILDING DEPARTMENT r�TT.E=„ ;E o¢ 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: ,5-0 DA'1'h: c� / 10 JOB LOCATION: S II' g(� W �l�(f.„01)/1____NAMEI /I ,�'iliavyly S ' T ADDRESS SECTION OF TOWN J "HOMEOWNER" 5(/�) 1, �--� _ 5 qrf! 91 da- NAME HOME PHONE WORK PHONE l' ESENT MAILING ADDRESS CTTY OR TOWN STATE 7IP CODE The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner; such"homeowner"shall submit to the building official, on a form acceptable to the building official,that he/she shall be responsible for all such work perfojtued under the building permit. (Section 110 R5.1.3.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE '"'"at ------------- APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked ves, please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent h:homeownrlicexemp 0T_•Y'qR -� TOWN OF YARMOUTH o y BUILDING D EPARTMENT 114-6 Route 28, South Yarmouth, MA 02664 5�� 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L Chapter 40,Section 54 and 780 CMR, Chapter 1, Section 111.3, I hereby certify that the debris resulting from the proposed work/demolition to be conducted atX 6,/ 0 irsql Le-rr-�, id Iv V1HlI k Work Address `J Is to be disposed of at the following location: yf ,,�►. L 4 -c(, ( Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. 2C..... ('----"\--............_----- , _/V Signature of AppEication Date/:,,,)-0 Permit No. t Doc: 1 ,389s540 01-31-2020 2:52 Ctft:221775 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED We,CHRISTIAN P.PREUS and ELIZABETH P. PREUS husband and wife,tenants by the entirety. of 1851 Lake Lucy Lane. Excelsior,MN 55331 For consideration paid in the amount of Two Hundred Thirty Thousand($230,000.00) Dollars, Hereby grant to SIDNEY K. HORTON, I[I of 8 Freaun Drive,South Yarmouth,MA 026644. with QUITCLAIM COVENANTS A certain parcel of land with the buildings thereon in Yarmouth, Barnstable County. Massachusetts,described as follows: LOT 3 (BLOCK A) as shown on LAND COURT PLAN 11435-As There is appurtenant to said land a Right of Way in common with all others now or hereafter entitled thereto over the roads as shown on said plan. The above described premises are conveyed subject to and with the benefit of all rights,rights of way. easements.appurtenances,reservations and restrictions of record as set forth in certificate ot'title No. 9277 , insofar as the same are in force and applicable. Grantors hereby release any and all homestead rights to the within premises,whether created by declaration or operation of law,and further states, under the pains and penalties of perjury,that there are no other persons entitled to any homestead rights to the property being conveyed herein. l'or title reference.see Certificate of Title 140891 Property address: 51 Bayberry Road,West Yarmouth,Massachusetts 02673. Executed as a sealed instrument this,21f t day of January,2020. CIIRISTIAN P. TIN PP ELIZA .TII P. PREUS STATE OF MINNESOTA County off 14tn►1t r On thisAay of January, 2020, personally appeared before me the undersigned notary public. . CI IRISTIAN P.PREUS who proved to me through satisfactory evidence of identification. to be the signer of the foregoing document, and acknowledged to me that he signed same voluntarily for its stated purpose. [Seal, if any] [Notary Public My Commission Expires: l/31/20,Z4 f "77% KAHUE LYNN FRIEDL -= s * . 1 NOTARY PUBLIC-MINNESOTA 4,•::•' MY COMMISSION M KS 0111.1024; t1ASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 01-31-2021) 3 02:52cm Ct1:: 113E Doc_:: 1389540 Fee: $786.60 Cons: $230,000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 01-31-2020 02:52am Gt 1T: 1138 Doc : 1389540 Fee: $70 .3C Cons: $230000.00 COMMONWEALTH OF MASSACHUSETTS Barnstable, SS On this$&day of January, 2020, personally appeared before me the undersigned notary public, , ELIZABETHH P.PREUS who proved to me through satisfactory evidence of identification a Minnesota Drivers License, to be the signer of the foregoing document, and acknowledged to me that she signed same voluntarily for its stated purpose. .) JAMES R. MACNEILL Notary Public Notary Public WCommmoyocwoomolmthissof Mossacltusetta /�/ 9 l^va/ ion Expires [My Commission Exp S: if November 19, 2021 BARNSTABLE REGISTR'l OF DEEDS John F. Meade, Register A •r TOWN OF YARMOUTH Building Department BUILDING (508)398-2231 ext.1261 t .. e PERMIT M 03895 . ',,,,,,,,� � „� PERMIT NO BLD 20-0 �r ISSUE DATE 01/27/2020 JOB WEATHER CARD — APPLICANT GARY A ELLIS PERMIT TO New Building IAT(LOCATION) 151 BAYBERRY RD WEST YARMOUTH MA 0267 ZONING DISTRICT R-25 : Bldg.Type: Residential SUBDIVISION MAP BLOCK LOT 022.236 a BUILDING IS TO BE: CONST TYPE ?V B F USE GROUP R-3 �.._ CONTRACTOR REMARKS New Construction per approved plan 780 CMR MSBC,9th Edition,TOY '. Bylaws-3 bedrooms,2.5 baths,kitchen,great room,dining room,loft, LICENSE ;CS-015833 s laundry room,one car garage as per plans dated 01/24/2020. (Sid iConstruction Supervisor ( 508-958-4302)NOTE:A CERTIFIED AS BUILT IS REQUIRED BEFORE GARY A ELLIS FINAL INSPECTION. GARY ELLIS € ��T._._-..__—. !South Yarmouth, MA 02664 AREA(SQ FT) 379,494 720! EST COST($) 340000 00 PERMIT FEE($) 1 691 00 " OWNER IPREUS CHRISTIAN P BUILDING DEPT BY ADDRESS PREUS ELIZABETH P, 1851 LAKE LUCY LAN [EXCELSIOR 1MN +55331-6504 1 '' ;n4 SiLiz,LAIIPPHONE i THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE CONSTRUCTION WORK: 1)FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTIL SEPARATE PERMITS ARE FOOTINGS.2)PRIOR TO COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE. REQUIRED FOR ELECTRICAL MEMBERS(READY FOR LATH OR FINISH WHERE A CERTIFICATE OF OCCUPANCY IS PLUMBING/GAS AND COVERING)3)FINAL INSPECTION BEFORE REQUIRED,SUCH BUILDING SHALL NOT BE MECHANICAL INSTALLATIONS. OCCUPIED UNTIL FINAL INSPECTION HAS OCCUPANCY 4)REFER TO DETAILED INSPECTION BEEN MADE. SCHEDULE POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTIONS APPROVALS OTHER: WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INPSECTIONS INDICATED ON THIS CARD UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN CAN BE ARRANGED FOR BY TELEPHONE APPROVED THE VARIOUS SIX MONTHS OF DATE THE PERMIT IS ISSUED AS OR WRITTEN NOTIFICATION. STAGES OF CONSTRUCTION NOTED ABOVE.