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Home My WebLink AboutBLD-20-4720�GiIGN N�A,r �:corin ��oc� Pa�c,� . .��. `� �.��.. �. �i M ��ii r� u .� ..�� ; �i �m■��y �— — � �■u s�i �i ii� �sii �� um v � ��i o■�n �, � � �� iii"i ■�■■n � �n �ai � �� XIS�IVa NOuSE FRONT E�EVATION SCALE: 1/4" = 1'-0" .. i � I N�W 5f�p5 nOWN TO G�FV7E � MPJ10GANY �CKING W/ pVC �I�p EXI;TING COU;�n p01?CN �OOF �,0?� i 0 CGNTINIIE OVfO NEW SC�C�N pO�CN pOGF _ I2 .. _.. _ . . �� g _ - _ ' NEW ASpN�l1 �11N�I,ES f0 � �,+.AT�}1 �XISTING Ir3 pb�C �OvK� OPJ Ir.S pVC 5UG`�K� ; NEW C�nP�n �IING�ES f0 — Plv�f�STING r ' � � n: � �: , �` �;�� , pVC1�IM � . � � . �� pVC W�API�b p051"; Y ,�i >', ,<�i . i . � � SGi��N PAN��S W/ pUC � � � � � : �� i � F�AM� � �� AI�ING & �AL�5fE�5 t0 MRTCN EXI511NG � MANOGANY nECKIVG W/ pUC �I�f ��n SC�C�N pOpCN AGGIfION Kl lJti 1�L� V 1� 11 V lv �.�'� SCALE: 1/4" = 1'-0" R011'�i VEP� NEW PSpKPLt SNINGLES f0 �/ : ��bAfC}i EXIS'ING —. — --- — s�ccrm��oo�zcu,H � — u ---�.�r'wnr � �XIS�NG NOu� Y p'dC 11?h^�"� — pvc w��n posrs � � i�N-�N p��5 W� �UC � F�AM� F�N��oo��ouc�n � N�W'J�MI1� �AD,ING & EXiS�ING COV��D � ��-u�re� Tv �r�h eXi7ri�U PO�CN , NENJ SC�EN POpCN , N�,�OGPM' �CK.ING Ud/ PVC �I�( 60PJ�7 LEFT ELE�ATION SCALE: 1/4" = 1'-0" �� aN - � zo2o � >- � � � � � � �! o � � �,�,, � � � II � � \ . � � � � W O ��uT�1� �`� �1 `F-�, � rv,. H w � � O � � O � � �� O� � V1 �� W z� `��;�. � , ,;. � � � �� . �� Q## � � � � � � � x � � O 6, � � � `t..�.- - � � l A �,.; ►�---� W `� � � � � � � �o O � `� � � �1 � �� N � �' � � r ��. w �� .. � ; �-- � m, F • W � � O � v S o � �C � � C � r .. �._ . r� � . � ,�,' � r.,,, . � — N � -Fi- � z O u� � -_- _.�. > `�:�':�:� � � �,�,,R'nK"A�l4`„' '� c :,��„a 4Y �„� JAN 2 7 2020 ., ia YAflMOUTH ^� J�f� r E� ?IJZG o�o K,n��`s �uGriwav TO�.",4"� CL��K SOUTH YAkNi:iii � H, MA • � �«��u�� bAT�; 2019-12-2�} , , FRONT ELEVATION 1 SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" JAN - � 2020 YARMCUTH JAN 2 7 2020 YF.RMOUTH ��;Z;�� O D KlNG'S HiGti`J � ' ��v c�� J�tr� � (� ,%.)�?� � n� �.i r, .-.-.,� � � . 7,,. 4 SOUTH YAia✓h.0 � r1, P�IA '�\II.� GV17-IG"G 1 SITE PLAN 1 SCALE: 1/16" = 1'-0" NOp1N �� JAN - � 2G20 YARMUUTH OLD KWG'S HIGHWAY ��G" �"y,o%' Y�i�:� JAN 2 7 2020 YARMUU?H OLD KING'S H;GNINA`/ 20-�00� I��6W��J JA�J 2 8 2020 TOWN CLERK SOUTH YARMOUTH, MA � N � z •� a � Vp � — Qo 0 �U o � �� a N (0.j � _ ' �w U T �� a � o U � � � � � � fl � O � � �� --i � � � W O � � � � � � � � O� � O � � � Q � � � Q � � �� T1 � z � f�1 � � � n� � � � Q # # � 3 W � � � � X : `� . O � � r-� � o � � �� , � � �o O �� N � � � � � � � � O � �� N � W �� o, � � �� , _ � � S s � � � C � T� � — N # � � z O v� > � � bAT�: 2019-12-2�} �DCE #20-005 m j3� �—�z�� .--_/ ��--� �_ � r--� _ i�3�—�� '_ - --- _ __ . DANIEL A. OJALA No.409B0 l,'`r.,il"tLA. C:.!,'-,iii CiV!!. l:a. 4G501. LOCUS MAP SCALE 1 "=20�0't ASSESSORS MAP 122 PARCEL 22 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING C�VERAGE 25� MAX. BUILDING HEIGHT 35� NOTES 1. DAlUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED WORK ON�Y AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. UW�R� TQGNN TO ALL �� I OF #71 THACHER SHORE ROAD YARMOUTHPORT, MA PREPARED FOR � ` � rYr�'rt's'a l .z,�_ 2`� � .-''� � -�, DATE DANIEL A. OJALA, P.E., P.L.S. MCPHEE ASSOCIATES DATE: JANUARY 29, 2020 Scale:l "= 20' 0 10 20 30 40 50 FEET I off 508-362-4541 fax 508-362-9880 downcape.com O down cope enBineering, inc. civil engineers land su�veyors 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 PROPOSED SCREEN PORCH PLAN SCALE: 1/4" =1'-0" � ET INDEX ARCHITECTURAL: A1 PLANS AZ ELEVATIONS A3 FxA�rG PLarrs E 1 ELECTRICAL PLAN EX1 EXISTING PLANS 8c ELEVATIONS SQUARE FOOTAGE CAI,CULATIONS: EXISTING FIRST FLOOR: 2,763 SF EXISTING SECOND FLOOR: 2,178 SF PROPOSED SCREEN PORCH: 145 SF f PR�POSED SCREEN PORCH R04F PL � SCALE: 1/4�� = 1�—Qn Vn tl � l�e:s � �ct/ �{ �� ial. ��t � .- p C �� S! W�Yi♦ �! �d .1Y'i."�'�1�1�:.�(�W ncl';:'�'J�:� PC' ?;);! niP13 AhD ��N��,,;u CODE CO'�1PLI• ANGc. ERRORc Clt G�vii�,ISS10?'!5 DO NOT R�LIcVE TH:": A?PLICt,t�T FROPA THE R@SPO�SIBIlliYOr "AS f3UILT" COP1?LIANCE. /j DATE. 'Q� ��_r2' // ,/ ;��// � E�JIlDIP1G ^�FIGAL � I '. 0 t....—. � ti�.:� � ,, r...l--. , � '� i:: "� a;;. � ._._.—. t��:,,:� �..,� L�:� � i,. . �Ld': ��s, t'��' �: � n, , - ___ ._ __ _ __� _ —__ ' , � � _ �� r�wns�a�,r�Na.�sto —� , �ura� �wsnn� Ir8 PVL FASCIA � _ `kCOND F100� RDIY�i I = � KO�i1HEAB- � PVC W�Pt'PED PO515 � � SC�EN �ANELS W/ pUC �' � FRAh+� F�sr�.00�zoua� , ' N�W �lMli� RAII.ING & J 6P1U51�K5 f0 MAfCN EYJSTING ' MANOGANY �CY�NG W/ PVC ' �'J�f 60P�17 . i' m SC�EhI PGKCN A�71ilON �XI511NG NOl,lk FRONT ELEVATION SCALE: 1/4" = 1'-0" �� ■I■ RIGHT ELEVATION SCALE: 1/4" =1'-0" � �� EXI511NG NOUSE SC��N PO�CN At�71fIGfJ � �COND FI,LCIK QOfYIi � � � � � � � � � � � � �� J l 1 l r� �� r� `� L—___J L____J �zi ti i - r — i �._ f—i-,—�_r �� :. _. _ _ a _ �.-� �...�_ __ �_' .1 �— :Tf- -� �.�..,...' .. .�— -: � _ ._.T_ r :� � _ .:... _ .... ' _� ^=�-- �` ....— . � =...T�� _ ��.. — 1'r � � ^ T 3 '� }. '_ "" 7 = l �:_ 1 � � L' : I 4 , � 1_ _ ._ ��-L---� , , �—�— �• ' � � —�- � �F T Y 1 � � � ...�. .�. _ _ — '-r '-,��' . = � _ ' �T � �-^-�-_ - _ �� , r , � r i _ i i _. - _— i :.._ .,_ r �_ :v �� I _i — ..�� —^ .— '� _ _ —� . � .. . .. _ .. ,,,r _ r . . I -•s�—�-�;� F-Y . _�- z �_T— -��i i_ . - �Ti__.r_ ._ r�. � � . ; . ""- n 1 �r _"' r T�-C�� L.i ��-r � , j_ i —.: � � � '.r� .m... -- � ,,. � < t • —,-= T'- � � � .: . .� ,� .' .. ._ � ...,... �; •�- �, i i , .— �—� �.., -` n:._ _ .. . ._ . _ �,. �I t r -r—r� i � ' � " " -� ,,-_ _i - r r � t'..x _ -,.,�� i� � { � - r --r � . ^-i I ` r- r� J i' � � � t. (� � I � J t' _' ; � � 1 - - ,. _ L,� �y il -- - r- ,�-; �I i i� � � �: � � r � _ ;i �� ," �Ti i ' �T�� ,':. 1, �_ , � �� t � r� �� _ ._ -_ T 7�,� , „ �' �-� � "'` �i I � � i � ' i I,` lil 1 ,� �_ l �r " �CREEN PORCH SECTI�N � SCALE: 1/4" = 1'-0" � � � z �� }: �'.-_..�, ' � j ,¢, �. OQ � ;; � V] p � t , z V] U Ca x ' � (� .� v - � ' � �¢ a � , � ._ � �t 3 �� w � ,, �" ,�„ .� o � �, � � �� A U a � � � b � � fl � � � � II � � ~ � � � w O � � � � � � � rn O � � O �'� O � T�1 �� V1� �� W �-I z � z� �� M � � � � # � � � � rn rn � O x � � rn �j O� �w �� L � � O o O � �� _ � � • � � + O I � N � �� W `� � j� � � !� � O � � � � � � S � � � � C � r-� � - N $k �$ N z O > ` � bAT�; 2020-01�28 ! V � SONOTUBE PLAN SCALE: 1/4" =1'-0" W F � � z � `� oz � °� � � H W � �=i� M ¢z Q O O m � � x � N � F ~ � � � � CONNECTPUsr uY rV �r.nM W/SIIviPSON PC2-2/6 INVERTED (TYP.) DECK FRAMING PLAN SCALE: 1/4" =1'-0" 1 CEILING FR�ilVIING PLAN �—`'� SCALE: 1/4" =1'-0" IG" I '-- — - CONN�Ct �fEKS TO TOP P�A1�/ f�AM�, W/SIMP50N NZ.5A11E5 n , ROOF FRAMING PLAN SCALE: 1/4" =1'-0" � FRAMING REQUIKEMENTS STRUCTURAL: • LALLY COLUMNS INSTALLED TIGHT TO BEAMS & PLATES CONNECTED • POINT LOAD BEABIDIG— SOLID BLOCKED AND CONTINUOUS • BASEMENT BEAM HAS SOLID BEARING AT POCKETS, NO WOOD SHIMS • ALL II[IRRICANE CLIPS, TIE DOWNS , I3ANGERS ETC. INSTALLED & NAII,ED OFF COMPLETELY • ALL JACKS SHALL BE TIGHT TO STRUCTURAL HEADERS, ANY FiJRRING DOWN OF OPENING SHALL BE BETWEEN JACKS. • JACKS SHALL NOT BEAR ON SILL COMPONENTS , Tf�Y ARE TO RUN CON'I"INUOUS FROM HEADER TO BOTTOM PLATE • CRACKED OR SPLIT STRUCTURAL MEMBERS SHOULD NOT BE USED • LVLS & PSLS IN PLACE PER STRUCTURAL PLANS,'I'IIvfBERLOCKED TOGETf�R • COLLAR TIES WIIERE REQUIRED • CONNECTIONS IN GENERAL ARE TIGHT & SECURE • JOIST SPACED PER PLAN, BEARING AT ENDS • ROOF SHEATIIING BROKEN BACK FROM ROOF RIDGE VENT CLEARANCE - SHEATHING TO MEET OVER RIDGE 1 FOOT FROM GABLE ENDS AND 1 FOOT BACK FROM INTERSECTION OF RIDGE AT CHECK WALLS/OTf�R ROOFS. SHEATHING SHOULD MEET IF NO VENT. GENERAL: • BLOCKING ' - FIl2E - AS RF.QUIRED BY CODE - MID SPAN, ALL WALLS OVER 8 FT. - SHOWERS - 2X10 AROUND PERIMETER OF BASE • ROUGH OPENINGS - CHECK FOR CORRECT SIZE, PLUMB AND WIND • MEDICINE CABINETS - IF RECESSED ARE THEY FRAMED? • PLI'�'VOOD BREAKS ON JOIST, STUD, OR RAFTERS (NO BLOCKING) • FLOOR PLYWOOD GLUED AND NAII.,ED & CHECKED FOR SOFT SPOTS & SQUEAKS • ALL WALLS - PLUMB, SQUARE, STRAIGHT AND DIMENSIONALLY CORRECT • CABINET AND VAI�TITY WALLS DOUBLE CHECKED FOR S"IRP.IGHTNESS • STRAPPING - NAILED OFF AND STRAIGHT • NAII,ERS - ALL MISCELLANEOUS NAII,ERS FOR SHEET ROCK ARE IN PLACE • PLATFORM TUB DIMENSIONS ARE VERIFIED CORRECT IF APPLICABLE • STAIRS - FII�TISH TREAD THICKNESS/ RISE / RtTN / WIDTH / HEADROOM / SPECIAL DETAILS VERIFIED • CONFIItM'/� WALL STABILITY • PROVIDE 2X NIIVD BLOCKING IN RAFTER BAYS; TYPICAL • SKY LIGHTS PADDED FOR SHEET ROCK IF APPLICABLE • STUDS - TWISTED OR LOOSE (TOE NAILED) KEPLACE AS NEEDED • BOTH TOP AND BOTTOM WALL PLATES TO BREAK ON STUD • DUCT CHASES HEADED OFF • JOISTS SPACED FOR PLUMBING - TOILET WASTE NEEDS 3" CLEAR • BATH VALVE WALLS HAVE 16" CLEAR BAY CENTERED FOR VALVE • SCiITTLES IN PROPER PLACE • HEADER HEIGHTS AND DROPPED CEILING HEIGHTS ARE VERIFIED C�RRECT • INTEAIOR PARTITIONS TIGHT TO STRAPPING • INTERIOR BEARING PARTITIONS - TOP PLATE TIGHT TO JOISTS • ALL HEADERS, JACK / STUD COMBOS & CORNERS SHALL BE NAII.ED THROUGH BOTH SIDES • ALL HEADERS TO BE NAILED THROUGH KING ST[3DS • SII.LS TO BE TOE NAILED TO JACKS AS WELL AS NAII,ED TO CRIPPLES • ALL WALL PLATES SHALL BREAK ON STUD LAYOUT • EXTERIOR WALL BOTTOM PLATES TO BE SEALED TO DECK WITH CONSTRUC"IION ADHESIVE • RIGID INSULATION TO BE INSTALLED IN EXTERIOR WALL PARTITION BACKERS & IN HEADERS (2X6 WALL) IN LIEU OF PLYWOOD • FRAME IN VESTIBULE AT BULKHEAD AND INSTALL PLYWOOD ON BULKHEAD SIDE • FRAME IN T.TI,ED SHOWER HEADERS VJHERE APPLICABLE • INSTALL VERTICAL lx5 KOMA ON EITHER SIDE OF OVERHEAD GAREIGE DOORS AS WELL AS ABOVE TO RECENE TRACKS AND OPENER SPRINGS. INCLUDE ALL RELATED BLOCKING �X'T�R30R `fRiNi & MIILL-WORK: — • PAINTED TRIM (IF APPLICABLE) IS BACK PRIMED INCLUDING ALL FRESH CUT EDGES • PVC 'I'RIM JOINTS TO BE GLUED WITH BOND N FILL OR EQUAL • PVC TRIM TO BE FASTENED W/SCREWS OR HEADED NAILS, NO FR�ISH NAII,S OR BRADS • NAILS ARE SET FOR PAINT, FLUSH FOR NAT[TRAL TRIM; NAILS SHALL NOT STAND PROUD OF TRIM • T'RIM IS STRAIGHT AND TRIJE, JOINTS ARE FLUSH, TRIM IS DAMAGE FREE • SOFFIT VENTNEAT AND CONTINUOUS • HOLD TRIM %< INCH AWAY FROM ROOF SHINGLES 1 INCH BELOW Tf IE DROP OF FOiINDATION • TOE KICKS AT DOORS ARE SUPPORTING SILLS • FRIEZE BOARDS, BOTTOM OF WIIIDOW CASINGS AND WINDOW APRONS ARE RABBETED Y" DEEP X 1" HIGH FOR SIDEWALL SHINGLES, 2ND TO LAST COURSE TO GO iINDER, LAST COURSE TO BUTT TRIM • FABRICATE RABBETED LIGHT & VENT BLOCKS & TACK IN PLACE FOR FINAL INSTALL BY OTI�RS • DOOR LEAD TO HAVE FOLDED - NOT CUT - CORNERS, FOLD LEAD UP, INSTALL TEMPORARY %< (STRAPPING) BOARD & TRTM LEAD ALONG TOP OF STRAPPING • INSTALL WINDOWS WITH FLEX WRAP PANS TO BE FOLDED UP AND STAPLED TO INSIDE WINDOVV SILL, UNLESS OTHERWISENOTED • INSTALL WIYDOWS AND DOORS PLUMB, LEVEL & SHIMMED TO MANUFAC'I'URER'S SPECS PRIOR TO INSTALLATION OF EXTERIOR TRIM. • CHECK THAT ALL WINDOWS & DOORS OPERATE SMOOTFII.Y • CONFIRM ALL TEMPERED TJNITS ARE IN CORRECT LOCATION • ENTRY DOORS OTi�R THAN SLIDERS/PATIO, ARE SHIIvIIvIED UP %" FROM SUB FLOOR • BUII.DING PAPER - ALL EXTERIOR TRIM SHALL HAVE TARPAPER BENEATH IT AT ALL SEAMS WF3ERE IT MEETS SIDING. ALL ICE & WATER, VYCOR, ETC. SHALL BE INSTALLED SO THAT BUII.,DING PAPER CAN BE SLIPPED UNDER IT SO OVERLAP IS CONTINUOUS FROM TI� TOP DOWN. DO NOT LEAVE I&W OR VYCOR STUCK TO TE� SHEATHING. �� • RETCTRN AFTER SIDING TO CUT DOWN CORNER BOARDS ��Q o�' SITE CONDITIONS: �� O • REMOVE ALL STAGING, TEMPORAItY BRACING, CLEATS ETC. " • ALL LOW SILL HEIGHT SECOND FLOOR �'VINDOW OPENINGS SHALL HAVE A� � 2X4 SAFETY RAII. NAILED OVER Tf� OPENING UNTIL WINDOW IS SET. • ALL HOLES IN 1 ST AND 2ND FLOORS SHALL BE COVERED OVER FOR SAFETY; �� BALCONIES AND STALRWELLS SHALL HAVE TEMPORARY RAILS. • ALL MATERIAI, SHALL BE KEPT IN NEAT PILES AND JOB SITE SHALL BE CLEANED EACH DAY. •. ALL LUMB�R PILES TO BE COVERED FOR PROTECTION • IF PROJECT IS A RENOVATION, EXISTING STRUCTURE TO BE WEATHER TIGHT NIGHTLY • ALL TRASH TO BE PUT IN DUMPSTER OR ON-SITE BARRELS. MCPHEE LABOR IS PROVIDED TO EMPTY BARRELS AS NEEDED NOT TO CLEAN UP SITE BEIIIND SUBCONTRACTORS. pF �i¢ � U Ll �5 W � Q ¢ 0 II �t' r � ` ..� '—' � � � r T, O � W A � w � � � W� � O � /�� O '� O � �/ l � � W � � e� ` z � 1%'i � � � � � � � [— l # # � � � � � O �o � � o� r T �- � W � � � � — Kl � � � t 1 � � ^ O O � �� O � � N N r 1 � l 1 � � �ea/ � vo � � �O r 1 � — ei � S b� � S U � � � l' �� — N � � nA1�; 2020-01-28 ' — � __ — -- ---- ' _ _ - S CREEN PORCH ELECTRICAL PLAN SCALE: 1/4" = l'-0" I EIECi�ICAI "l�11C�0�5: � � 5111'd E pG! E�114iCN �- fEI EFIip E/ DAtA, NLK �� n00R.IM4135lMfCN H- �I�.EAiEIkPN�I,/7AfA.NLK 3 n�l1C� E POI.E 5Nq?CN � � T�I�.E pU E SIMiCN � JG �I!JCfIC�d t'0'� � �n SW11CN IMiN DIMN�K � � G�f�I.E� fAlil,Et �wr �ir si�r; �ocnnc� � � �� 22o var ��r� � � INf WiE�COMIOCA^ON � Q�'�X��i Q n00R C�16 6Ufi0N � NIAr��00F DIPLEX 011ilEi � VrG Qil DOC�CMP�1�I,OCAf10hl � 5'rl^iC}EI7�.�1,EKOl1nEi iRA 17Ml�OpMEKIOCAf10N � � 5'�fiCIiDQIlAC�G1PLEX.OU�.Ei KP PLP�P�K�YpP�1 � CR011'�IpFNLiDI1PL�X01Y�Eic�k2"A�P��..11,O.N. C:I � �P EIELi�ICN. GANE� I� �CK GIIiI E( M 61000N V"cfEC10K � � nU�-E'R ��001'. OUn Ef � PU710 ��AKER � SWI1CFEn DI�I EY, FI,OOR OUfI Ef SpK YC pUU. 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