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HomeMy WebLinkAboutApp# 3954RED GEDAR CLAPBOARD __- A- T n WEATHER OTHER ELEVATIONS ARE W.G. 5H:NG! - ES 5' TO WEATHER S C, A --: '-/z , ff A ON -- ----- - ---- m W LL S C, A --: '-/z , ff A ON m in 1, FRONT P Vf' AI A5 REQUIRED BY GFk' m W LLJ L'i -j I-- < ¢ ca 0- < u CY y a- IalVlr:aJUE<j o u > 0 Li Lij w RED CEDAR CLAPBOARD 4' TO WEATHER ---� OTmER ELEVATIONS ARE W.G. shNGLE5 5' TO WEAThER ■ili!■■■i 111 FRONT RETAINING WALL AS REQURED BY GRADES � I 7777 ill Ien. �l I � •F I I ' '1 1 A { IIt WJ I p l I III f II I{• I' iy ) li r}, z { _.• 1 r r : )'I - { I i.• { 00 01 1 1 ir,+': — ._., alar •.ur I I, sllr it 1 j �d , •I i I 1 • `'4' LEFT SIDE ELEVATION f z • 5CALE* 1/4' I F=71 , p IFRONTI RETAINING WALL `A5 REMWID BY GRADES 1 SIDE ELEVATION �i"I`��R(Gf-fiT 5GALEt 1/4' t'• � I al ` I •F I 1 IIt WJ I p l I III f II I{• I' Y. 1 1 ir,+': — ._., alar •.ur I I, sllr it 1 �d , •I i I `'4' LEFT SIDE ELEVATION f z • 5CALE* 1/4' I , p 1�' 01 pe c I` v' `' v : � I APPROVED YARMOUTH COMM11 EE __--- 1— , OKHRD 0 O C a 4 N 1. SEGOND FLOOR PLAN 5GALEo 1/4' - 1'-0' „� WINDOW 50MEDULE KEY QTY. DESCRIPTION ROUGH OPENING KFR./MODEL REMARKS A 1 ANDERSEN 20-4446-20 q'-1 1/2' x 4'-q 1/4' NARROWLNE DOUBLE BUNG 2' MULLION POCKETS B 1 ANDERSEN 2446-2 4'-11 13/16' x 4'-q 1/4' NARROWLNE DOUBLE HUNG 2-2x8' HEADERS RAPED A5 +. REQUIRED C 5 ANDERSEN 2446 2'-6 1/8' x 4'-q 1/4' NARROWLNE DOUBLE HUNG", TWO W/PRIVACY LOCK5ET5 -..-.. D 1 ANDERSEN 2432 2'-6 1/8 x 3'-5 1/4' NARROWLNE DOUBLE HUNG BATH HARDWARE E 1 ANDERSEN CN235 3'-5 1/4' x 3'-5 3/8' CASEMENT = F 2 ANDERSEN 2442 2'-6 1/8' x 4'-5 1/4' NARROWLINE DOUBLE HUNG .-1 Q co G 2 ANDERSEN AN31 3'-0 1/2 x 1'-q' AWNING UNIT I KEY ' r— DESCRP'TION 12' CONCRETE PAD + MFR./MODEL REMARK5 1 NUMBER OF TREADS I PER OWNER` % i BY DROP IN LOT 2 " PATH ao PER OWNER - AS REQR'D 2-2x8' HEADERS RAPED A5 +. REQUIRED 3 DROP FOUNDATION 24' ® I Cb0 PER OWNER AS REQR'D TWO W/PRIVACY LOCK5ET5 -..-.. 4 2 KITCHEN/DIN. b 2x4 • 16' OC KNEEWALL AS REQR'D BATH HARDWARE sj 2'-1 1/4' HIGH 6066 BYPASS 14066 BIFOLD 6 . I � " 0 AS REQR'D z 0 i W "A J 6 I AS REQR'D © O M �1 BEDRQ I t� .-1 Q co (�? �o —10 5 3/4'7f' -I 3 to 30B' x -28' SCUTTLE Lh 1 o . 0 12 O -8' 4'-O' N OG � ------- i E z TYPICAL ROOF CONSTRUCTION, �— Q ® N LIVING RM. o ASPMALT ROOF 5MINGLE5/15# FELT PAPER/ 6, © c FUTURE STAIR .. 14'-0' -4 1 -5 1/2 O NOT SHOWN lJ it -2 BEDR/�OM 2x6 WALL DIMENSIONED a I� 70 THE 2x4 WALL LINE ATH ., OR, EQUAL 5TYRAFOAM INSULATION TO B O I CW/STUD POGKETS� 1 O MAINTAIN VENTING AT EAVES AND SLOPED q•O• I 16'-O' FIRST FLOOR PLAN SCALE, 1/4' = 1'-0' 7•_0• q'-6' -10' DIA SONO TUBE' FOR 8' x SO' DECK L -J FIELD DETERMINED KEY Lu DESCRP'TION 12' CONCRETE PAD + MFR./MODEL REMARK5 1 NUMBER OF TREADS 3068 PER OWNER` % 'BROSCO', BE 80 OR BY DROP IN LOT 2 � CD �I � PER OWNER - AS REQR'D 2-2x8' HEADERS RAPED A5 +. REQUIRED 3 DROP FOUNDATION 24' 2666 INTERIOR DOOR PER OWNER AS REQR'D TWO W/PRIVACY LOCK5ET5 -..-.. 4 2 ��Iii 2x4 • 16' OC KNEEWALL AS REQR'D BATH HARDWARE sj 2'-1 1/4' HIGH 6066 BYPASS 14066 BIFOLD cu AS REQR'D z 0 i W "A J 6 I AS REQR'D i .-1 Q co (�? EXTERIOR ... DOOR 5CHEDULE KEY h DESCRP'TION ROUGH,'OPENING MFR./MODEL REMARK5 1 1 3068 PER OWNER` % 'BROSCO', BE 80 OR 2-2x8' HEADERS RIIPED Q5 REQUIRED 2 1 2868 q LITE ` PER OWNER - AS REQR'D 2-2x8' HEADERS RAPED A5 +. REQUIRED 3 4 2666 INTERIOR DOOR PER OWNER AS REQR'D TWO W/PRIVACY LOCK5ET5 -..-.. 4 2 2466 INTERIOR DOOR PER OWNER AS REQR'D BATH HARDWARE 5 2 1 6066 BYPASS 14066 BIFOLD .r AS REQR'D z 0 i W "A J 6 I AS REQR'D i �o 12 2x8 RAFTER 16' I' OG --r TYPICAL ROOF CONSTRUCTION, �— ASPMALT ROOF 5MINGLE5/15# FELT PAPER/ 6, .. 5/8' CDX PLYWOOD 5HEATHING/2 x 10 EXTERIOR ... DOOR 5CHEDULE KEY QTY. DESCRP'TION ROUGH,'OPENING MFR./MODEL REMARK5 1 1 3068 PER OWNER` % 'BROSCO', BE 80 OR 2-2x8' HEADERS RIIPED Q5 REQUIRED 2 1 2868 q LITE ` PER OWNER - AS REQR'D 2-2x8' HEADERS RAPED A5 +. REQUIRED 3 4 2666 INTERIOR DOOR PER OWNER AS REQR'D TWO W/PRIVACY LOCK5ET5 -..-.. 4 2 2466 INTERIOR DOOR PER OWNER AS REQR'D BATH HARDWARE 5 2 1 6066 BYPASS 14066 BIFOLD PER OWNER PER OWNER AS REQR'D z 0 i W "A J 6 I AS REQR'D i DETAIL `A* SCALE, 3/4' = 1'-0' OVER N N OPENING Q 1�0 co ql;' E3 o 1� Y` n n n B�Iid it , r N ON mO N cu z a 7 no CONTINUOUS RIDGE VENT` U0� 0 Z fa A Y U r.. < 12 W. W A z a H 0- u u 0 A m z z 0 i W "A J 12 2x8 RAFTER 16' I' OG --r TYPICAL ROOF CONSTRUCTION, �— ASPMALT ROOF 5MINGLE5/15# FELT PAPER/ 6, 5/8' CDX PLYWOOD 5HEATHING/2 x 10 "RAFTERS AT 16' O.G✓PROVIDE 'PROPERVENT' ., OR, EQUAL 5TYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS/PROVIDE CONTINUOUS SOFFIT VENTING KNEEWALL 3/4' T+G PLYWOOD GLUEEVE TRIM = 1x8 FASCIA W/ 1x2. 1x8 8' AND NAILED TO JOISTS -q VENTED SOFFIT. 1x8 FREEZE W/ 1 3/8' BED MOULDING. C1xB = 7 1/2') TRIM IS 1x8-2 FASCIA.' 2 x 10's at 16' ox. -IxG SOFFIT + FREEZE: W/1 3/8' BED MOULD, VENT SOFFIT AS REQ. I N LIVING RM. KITGI-IEN/DIN.; co 6 1/4' FIBERGLA55 NSU' TYP. 3/4' TSG PLYWC JD .; LUE IN,BASEMENT CEILING AND NAILED TO ,171575 1ER -E \. ,/E -DETAIL 2 x 10'5 at 16' o.c. 2 x 10'5 at 2 x 6 TREATED SILL C3� 2 X 10 GIRT SCALE, 1 1/2' = 1'-0' :.... N ON mO N cu z a 7 no W A U0� 0 Z fa A Y U r.. < W A z a H 0- u u 0 A m z z 0 i W "A J 5 6 lG3C tn 4l ILI IL O z # � X UA ^ c - Q9 Q .JAN SHEET NUMBER, /A 20 FT. MINIMUM SOIL TEST TOP OF FOUNDATION - CLEAN SAND DATE OF SOIL TEST "✓O� a'!°'� ���% 10 FT. MINIMUM WITNESSED BY ELEV. — PERCOLATION RATE MIN./INCH. CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/s" PER FT. 2" LAYER OF OBSERVATION HOLE 1 OBSERVATION HOLE 2 1/8" TO 1/2" El IV C' ELEV.= L S'" WASHED STONE �•, o" OP AND 4;' ° To •�,�s� 12" MAX. i- SUBSOIL J F 4" CAST IRON PIPE i9•��i zQz4.• 21 (OR EQUAL) MINIMUM PITCH 1/4" PER FT. N FLOW LINE c 10" COMES ELEV. n 17 ELEV. _ MIN. 19 ELEV. 2'0" ° 12" ° �2 ELEV. 1 c, - i LEVEL o O �CM�M E7 M o o _ ELEV. It C/ e ELEV. f% ELEV. _-- WATER AT ZLEL= �'l� WATER AT In EL= 175 ELEV DISTRIBUTION' DESIGN CALCULATIONS 3 BOX ., NUMBER OF BEDROOMS "'�T I TOZ LL GARBAGE DISPOSAL UNIT IF MOREE WATER TESTED THAN ONE OUTLET 000 GALLON TOTAL ESTIMATED FLOW �: `'S ( L( GAL./BR./DAY X ) ''" SEPTIC TANK 3/4" TO 1 1/2 -� INDEX BR. y GAL/DAY WASHED STONE ADJUST `% � � REQUIRED SEPTIC TANK CAPACITY �o� � GAL. ACTUAL SIZE OF SEPTIC TANK B LEACHING AREA REQUIREMENTS BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = t SIDEWALL AREA GAL/S.F. — BOTTOM AREA c J GAL./S.F. r SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (►t//5}) ELEV. = = ��'2- GAL/DAY LEACHING CAPACITY (BOTTOM + SIDEWALL) NOT TO SCALE(15Y: '` E;) i ( 76y 1 x LEGEND: RESERVE LEACHING CAPACITY GAL/DAY EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 00.0 NOTES: FINAL CONTOUR 00 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL TEST LOCATION ® TITLE 5 AND THE TOWN OF 14 21" -; y' `` RULES AND UTILITY POLE -<>' REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TOWN WATER—W==7---W--- 2• ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO CATCH BASIN ®7 WITHIN 12" OF FINISHED GRADE. L 'r 3. EXISTINL AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF c WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL d� BE MORTARED IN PLACE. 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH /{^ ' y' �✓ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 1 / n L OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. > 7 7 //N r. r. 1\ i �!/1 C' / F c rfi i r . r ✓ r•� <; l $ /a ...: ✓.. P (, r cas,:r J , rri f I/.�� 11Ci � .i. l � \•\ ` t F�✓, 1...N i _ C r,, oi. r. C i. C Cr . APPROVED: HEALTH C5 A DATE AGENT. _. '\� gaYr i #:, �a 'Q°Q��'a Y"+! `,.�i� guy . UTH.001! ai EE YARM .IyllOh�KHRi� k' I PROPOSED PLOT PLAN FOR %' PROJECT LOCATION z,° ' 11/ 77 J i STANLEY R SWEETSER, INC. 97 SEA STREET DENNISPORT, MASS. 398-3922 02639 SCALE n= i J DA7EwC i. j v I J i REVISEDFEVISED SHEET / OF / LOCATION MAP' Joe No.�?�1�_'�U UTH.001! ai EE YARM .IyllOh�KHRi�