Loading...
HomeMy WebLinkAbout2021 Sign Off Transmittal - New HomeLEGEND cA$011110 wNIUUM X 88.7 EXIST. SPOT ELEV. -[99]-- PROPOSED CONTOUR [98.41 PROPOSED SPOT EL. TH 11 -y } TEST HOLE 27,'vSLOPE OF GROUND CQo UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWMG APPROXIMATE LOCATION PROPOSED 3 GAL. SHRUB ALTERNATE BETWEEN: PJM RHODODENDRON NIKO BLUE HYDRANGEA WHITE AZALEA APPROXIMATE LOCATION S PROPOSED 2'-3" CALIPER DECIDOUS TREE RED MAPLE ACER RUBERUM OR SIMILAR G -W ADJ. DATA: WELL: MIW 29 ZONE: A ADJ: 0.4' JAN. 2020 BICE #19-450 SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD SLAB EL. 9.Of USE A 330 GPD DESIGN FLOW AT GRADE CRAWLSPACE ONLY NO "BASEMENT" -FLOOD VENT SEPTIC TANK: 330 GPD (2) = 660 REQUIRED PER BLDG. CODE VENTS TO BE WITHIN 1' OF USE A 1500 GAL. H-10 SEPTIC TANK TOP VENTS BELOW EL. 11.0 LEACHING: 330 GPD (.74) = 446 SF REQUIRED 15' X 30' = 450 SF OK 450 SF X .74 = 333 GPD OK USE A 15' X 30' PIPE AND STONE LEACHING FIELD SYSTEM PROFILE PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE TOP FOUND. EL. 12.1' 10.6' MINIMUM .75' OF COVER OVER PRECAST S PRECAST H-10 RISERS (TYP.) 2'0 4"0SCH4C PVC PIPES LEVEL 1ST 2' 1500 GAL H-10 10" SEPTIC TANK 14" 8.74 TEE TEE 8 49+j8.31 o ° ,°o, ° WATERIEST D'BOX 000000000 0 4' LIQ. LEVEL °°oP FOR LEVELNESS ACME OR EQUAL GASBAFFLE 8.14' 0000000°000 o•o o •0 0 00 0°0°00000000000 o ° °°°°° °° + o 0 0_0_0_0_+.0 0 0 0 0°0 _ _� n_0.o o' 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE GRADE 2% SLOPE \ FILTER FABRIC \\ 10.0 TOP 8.39' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. CLEAN FILL FL`I + rwertn mo ry s V.c. D= U.000' o 3/4"-1-1/2" DOUBLE WASHED L6"DEFTH MIN, 8" STONE LEACHING FIELD O BELOW INV. LEVEL BOTTOM 0 79 MA SLOPE) (--L-7 SLOPE) (-L-% SLOPE) APPROVED DATE BOARD OF HEALTH D' BOX 11' FOUNDATION- 13' SEPTIC TANK 18' LEACHING FACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM TEST HOLE LOGS ENGINEER:_ CRAIG J. FERRARI, SE #13871 WITNESS: MALLORY LANGLER DATE: 1/15/2020 PERC. RATE _ < 2 MIN/INCH CLASS ISOILS ELEV. ELEV. 0" 4 10.0' 0" 4 10.0' A LS 12" 10YR 3/2 B LS 1CYR 5/8 24" 8.0' C MS 2.5Y 7/4 A LS 1210YR 3/2 " B LS tOYR 5/8 24" 8.0 C PERC MS 2.5Y 7/4 108" 1 1.0' 108" 1 1_0' GROUNDWATER ENCOUNTERED AT 96" EL. 2.0 30.0' � 7.4' 5.0' -] ADJUSTED GROUNDWATER 2.4' BENCHMARK I CENTER BASIN 9 EL. =8.8' G G NB2'45'33"F- PAVE G`. c - DRIVE oHE 120.O1�' _ oKE _ LOTS 9 & 10 - o w g)13,900± S.F. CK 'oHE I PROPO ED r �0 191 GARAGE SLAB / PERVIO S D CD _ , I DRIVE Q0 10 - -1 EXISTING W- DWELLING �. - TOF = 1 .2 [8.5 d 31.5 PORCH 22.5' 170JOr 12.2' II PROPOSED 6 � `1 DWELLING 12,9' �o ROOF DWS TOP OF FNDN O x DRYWELL EL. 12.1 0 d (TYP.) J SLAB 9.0 0 TH2 o _ 1 31.5' PROPOSED C DECK TREE (TYP)f - - 1 to TH1 � T 0 -1.� 9 �( I RESERVE ro 0 / 10. --i� 10.5] N86 -44'34"E 120.00' 0 Scale: I"= 20' 0 10 20 30 40 50 FEET W NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH, 10. 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. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. ACCESS FOR ROUTINE MAINTENANCE MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER INSTALLATION, INSTRUCT OWNER ON MAINTENANCE. 14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION PRIOR TO ORDERING PUMPS. ELECTRICAL PERMIT REQUIRED. 15. FLOOD COMPLIANT FOUNDATION DESIGN REQUIRED (BY OTHERS). NO BASEMENT ALLOWED. Z� - jL SS Al DANIEL �DANIELA��y�''' s°� o GJALA OJALA N CIVIL `^1� No, 40980 No. 46502 q e �e4 omin See y ow�t Uo o ti c m g Cocus m m n Oth AI A � o � a 1 a o 0 a Sho e pt Q Nantucket Sound LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 33 PARCEL 332 & 333 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) AS SHOWN ON COMMUNITY PANEL #25001CO589J DATED 7/16/2014 DESIGN FLOOD ELEVATION = 12.0 ZONING SUMMARY ZONING DISTRICT: R-25 DISTRICT MIN. LOT SIZE 25,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% MAX. BUILDING HEIGHT 35' PROPOSED BUILDING COVERAGE: 20.7% OWNER OF RECORD KEVIN R. & LYNNE E. COOPER 12010 PINE BARK LANE MIDLOTHIAN, VA 23113 REFERENCES DEED BOOK 32674 PAGE 174 PLAN BOOK 75 PAGE 27 Yarmouth Health Department APPROVED Nam* Date it ��, ��� OF #17/19 ELDRIDGE ROAD SOUTH YARMOUTH, MA PREPARED FOR KEVIN COOPER P0TS��'lST E�'' qca, hC OP 552E U11 DATE: JUNE 23, 2020 ;app REV. 8-6-20 (PER CONSCOM APPROVAL) REV. 11-2-20 (WATERLINE) DANEL � �.c No rtU.9 D2� � l � a F I J� ° v5 i / ��fVA JJ jyyj JUL 202 off 508-362 4541 C�j(f 4�spy fax 508-362-9880 WE.ALtH I downcope.com © down cape engineering, idc. civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT A4A 02675 ALDI BED Wo /-SECOND FLS /- RRST FLi _____ _____ L iT T ____ _____ ____ ______ ___L IT __ _____ 11,11 -------------------_ 2l'-II' 11 W," D FLOOR (SUB FLR) T FLOOR (SUB FLR) THESE PLANS ARE IN COMPLIANCE HATH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/ 140 MPH WIND ZONE CQ G F 0 a W� Vf Z� W» Go � o W� W 0D1 e W c 0 W d J F o Q SO�♦S 6 V W U K ~ F DATE 03/ Vmo SCALE'. 1/8"=1'-0" DRAIMNGR A-2 GN oo<= <�ox o 00 7 OQy r 21 N ORO O N � � >ZQQ K —nw Z Q J_ N z O U C7 z � z J m DO W T 0- s 2 � om <n u O E N z 0 Bio CQ G F 0 a W� Vf Z� W» Go � o W� W 0D1 e W c 0 W d J F o Q SO�♦S 6 V W U K ~ F DATE 03/ Vmo SCALE'. 1/8"=1'-0" DRAIMNGR A-2 FIRE PIT PROPOSE[ DECK TPATFON5 TO FACTORY TINT�TIIT�2�`A` I PULLED TO TW2446 W T2415 TW2446 L + REE PROPOSED ',KITCHEN-, 15OM10'LF v ®121 NilMIEW11111, 2668 CTG PROPOSED p r MUD RM. II��II II 2668 3 LI 6 LIGHT 6 LIGHT VAULTED CEILING OLVIPF :CESS TO LOFT LINE ABOVE -LOW STAIRS TW2f OPEN TO ABOVE WALL AT 5TAIR5 SVTW HIGH PROPOSED NOTE: GARAGE ALL nATERIALE BELGN FLOOD ELEVATION TO BE Z L]2<L P.T. WOOD, CETENT BOARD 24,-q'� PROVIDE I LAYER YAW SMART VENT TrPE 'x" FIREcoDE GwB FLOOD VENTS 4 -TOTAL IN ENTIRE GARAGE t CEILING GARAGE TOTA 2068 I',, INSVL. DR. T,re4 20 MIN. RATED STEPS UP B ,b80 OHGD 9080 OHGD APRON W LI QG K Cl LINE 0 L p 08. E Oo¢Z NPNNO11 II TOTALLNINGAREA 2s1a GARAGE 666 �' Q O ROPOSED LAV. TZ Tenn 2 4'-6u 3'-6" 7 S_Gm$ I,W O — — I PROPOSED Ti W » Go ,,JBE DINING C In' M Aeo�F TWT2415 VOl TW2446 SLG LINE N Z�¢W¢z LL PR OPO6ED -- I I I1 I1 NBC46 0 /E SUNROOM 11 IFWGw6n 1, �i11 i11 3 ���� I w/2-24° 5-L IV H _ _XEATEO w z 1 1111, ---------------- VAULTED CEILING RIs Rs A_ �” - m General Notes i CA46 41`�$�� WT2415 N SCALE: 44611 TW2446 1 ----- 0 -.. VAULTED CEILING - PROPOSED m DRAWING #: Z_ PP GREAT ROOM TWz646 un less Ometwise notes. J TW2b46 16'a' Ii OPTIONAL -0° I I GAS EP. I 2668 CTG PROPOSED p r MUD RM. II��II II 2668 3 LI 6 LIGHT 6 LIGHT VAULTED CEILING OLVIPF :CESS TO LOFT LINE ABOVE -LOW STAIRS TW2f OPEN TO ABOVE WALL AT 5TAIR5 SVTW HIGH PROPOSED NOTE: GARAGE ALL nATERIALE BELGN FLOOD ELEVATION TO BE Z L]2<L P.T. WOOD, CETENT BOARD 24,-q'� PROVIDE I LAYER YAW SMART VENT TrPE 'x" FIREcoDE GwB FLOOD VENTS 4 -TOTAL IN ENTIRE GARAGE t CEILING GARAGE TOTA 2068 I',, INSVL. DR. T,re4 20 MIN. RATED STEPS UP B ,b80 OHGD 9080 OHGD APRON W QG K WY 0 O O p 08. E Oo¢Z V r TOTALLNINGAREA 2s1a GARAGE 666 �' Q O ROPOSED LAV. TZ Tenn a�oG rc 7 S_Gm$ I,W O S_ wGa W » Go ,,JBE 4 -PANEL DE C In' r ° N Z�¢W¢z LL w/12' TRANS M 0 PROMISEDL ¢Qe�e 3 ���� IV H MASTER w z DATE 0]/31120]0 i5ti'4„'.4• UP H TWBOE2a RIs Rs A_ �” - m General Notes G1 __-- N SCALE: Z - .- ----- 0 ar Plvvitle similar. m DRAWING #: Z_ PP 28' 0• U un less Ometwise notes. J N interiilastebe2x416"o.c. - unlessaohathnotes. ED ED N N i N N O N dED So 2 C N venfy all vdndow and door rough cpenings W E^ A 6 pnortooNenng. _ rs O R ,C) DO 0 FOYER Ila WY — It W O O V r TOTALLNINGAREA 2s1a GARAGE 666 �' Q O ROPOSED LAV. TZ Tenn _ 7 08 I,W O o COVE0.ED PORCH 61 W » Go - 4 -PANEL DE 1 � r ° 6 V t• LL w/12' TRANS M 0 PROMISEDL W 3 ���� IV MASTER w a IDH' \T FOYER Ila SQUAREFOOTAGE FIRSTFLOORLIVIHG 1]9 6ECONOFLOOR LIVING Y1 — It W O O - TOTALLNINGAREA 2s1a GARAGE 666 �' Q O _ 08 I,W O o COVE0.ED PORCH 61 O O r - 4 -PANEL DE 1 � r TDTAL AREA and 6 V t• LL w/12' TRANS M FOYER Ila - D U 08 - 4 -PANEL DE r w/12' TRANS M PROMISEDL ABOVEf� ���� MASTER EDROOM !' DATE 0]/31120]0 i5ti'4„'.4• UP BD52 TWBOE2a RIs Rs A_ �” - m General Notes __-- SCALE: — - .- ----- Andersen400TWseneswodomehown ar Plvvitle similar. DRAWING #: 9'_2• 6'-10" T-2" extetlorwalla to be 2,6 16" o.c. 28' 0• un less Ometwise notes. interiilastebe2x416"o.c. - unlessaohathnotes. w A-3 A venfy all vdndow and door rough cpenings A 6 pnortooNenng. _ THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION 1140 MPH WIND ZONE WALL — HGT. 26' cHASE FOR OPTIONAL — FP, CHIMNEY PROnSED BEDROOM3 5'ti"ei i' j WALL HOT. 14' LOFT A21 CENTERED ON GARAGE ROOF CUPOLA General Notes Andersen 4go TW sena wndows shown or pmNde similan exRriorwalis to be 2x6 16" o c. unless othe... noted interior walls to be 2x416" o c unless olhenslse noted. verify all window and door rough openings poor to ordenng. THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE ¢ AW281 -� —tL ��1` POSED BEDROOM2 TW2646 S'�T-4" C— PROnSED BEDROOM3 5'ti"ei i' j WALL HOT. 14' LOFT A21 CENTERED ON GARAGE ROOF CUPOLA General Notes Andersen 4go TW sena wndows shown or pmNde similan exRriorwalis to be 2x6 16" o c. unless othe... noted interior walls to be 2x416" o c unless olhenslse noted. verify all window and door rough openings poor to ordenng. THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE ¢ � N 0 p ON DO, 0 wD �� 0aO 00 KK ,Uhr N Zp ¢w¢0 0�fmU a, o � Cvvv�m N g H W °' s Z W Q O �I o O J W LL 0 o 0 N O Z w O I0I• 6 V U U K U Z_ m 0 no J N ED W N _ N N O m t_ u) = C — O E n u 0 P f CQ G a WY u r Z W» g W °' s a W O �I o O W LL 0 o 0 O 'o � w I0I• 6 V N U K � DATE'. omi/2020 SCALE 116"=1'-0" DRAWING #: A-4 CORRUGATED GALVANIZED STEEL W/NDOW WELL GRAVEL BED TYP. PROVIDE ID" DIAM. SONOTUBE W/BIGFWT FOOTING (BF2B) FOR DECK SUPPORT ABOVE STEP /1— _L \ / F — r 5/B'F ANCHOR BOLTS @ -- - I 11 T • POST UP FOR �I HEADER 'T W/1 PLATE WASHER III FWSH •I SMART VENT �._� 10" THICK x V -O" BEAM Q CONCRETE WALL ON •I F L6"v6" P T 0 x10 CONTINUOUS 20" F-, POST TYP. CONCRETE FOOTING Ill 3 yi" CONCRETE PT_2'xl0" LEDGER _TDTAL IN I BOLTED TO RIM JOIST w/ 4'-6" 2-Si/B" DIA_ BOLTS 16" OC. III B'_Bn I GALVANIZED STEEL WINDOW WELL /GRAVEL BED TYP. NOTE. ALL MATERIALS BELOW FLOOD ELEVATION TO BE PT, WOOD, CEMENT BOARD CORRUGATED GALVANIZED STEEL _ HIM. WELL /GRAVEL BED TYP. 10' THICK x G -O" CONCRETE WALL ON — CONTINUOUS 20"x10' CONCRETE FOOTING CORRUGATED GALVANIZED STEEL_ WINDOW WELL /GRAVEL BED TYP. - L r 3-I <°XI <° LVL BEAM SMART VENT - - 200' S0. FT, OF COVERAGE 1 POST OF --7— PROVIDE 10" DIAM. 5ONOTUBE W/BIGFOOF FOOTING ( BF2B P.T. 2"x 8" LEDGER ) FOR PECK SUPPORT ABOVE BOLTED A BOL JOIST w/ 10" THICK x 4'-8" 2-5/5" DIA: BOLTS 16" OC CONCRETE WALL ON CONTINUOUS 20'x l0° 6°v6" PT 5'-6" SMART VENT CONCRETE FOOTING POST TYP n00'x50. FT.� FLUSH h 1—L -- I f12 L. J L_ F 111 -' PPT" 1 SMART VENT III 3 Yz" CONCRETE 200' EO. FT. FILLED STEEL LALLY OF COVERAGE III ON 36 x36 x12"O L _ J III CONCRETE FOOTING TYPICAL OST F , UP 'Tlfl VIII L -{F -1 BEAM N- — III PICT. 1 _ P T. 248° LEDGER r III BOLTED TO RIM J015T w/ III 2-6/5' DIA_ BOLTS IN OC. JIL T III 11 I 11 LVL L JIL FLE°TEELE IDSLALLY III ON 36"x36NISU CONCRETE FOOTING III TYPICAL. I' 3 li"'XI a" LVL IIS BEAM III LI -]IF- P-S, ]Ir 111 I 111 1 111 POST I 1 I 5'_3" I ELA" UP 5'-9" -C --J -- L —j L ,. POST 3.R, CONCRETE UP FILLED STEEL LALL� ON AX�RCOC-O PROPOSED CON E FTING CRAWL SPACE 2-2 E., 2" G -C DUSTOAP ON _ _ P05t 6 ME VAPOR RETARDER F UP 3-I �"X1 X, LVL ALAN P05T POST UPup 4 -TT — F I L -- J L— J L — —J L- 6'-4° 3 CONCREEL ETE FILLED STLALLY SMART VENT ON 36'x36"x12'D FLOOD VENTS CONCRETE FOOTING 8 -TOTAL IN - TYPICAL CRAWL SPACE - I I L— — — — — — — — — — — — I — — — — — — — — — — — L ii — r 5/B'F ANCHOR BOLTS @ F Z W 0 I 11 MIN ' EMBEDMENT 7'x114' • POST UP FOR — 'T W/1 PLATE WASHER III PT _ WOOD, CEMENT BOARD •I SMART VENT I BEAM Q I F LOOD VENTS 11 F-, GARAGE SLAB Ill 3 yi" CONCRETE _TDTAL IN FILLED STEEL FALLY ON 36"x36"x l2"D 4'-6" I�r-1 B'_Bn CONCRETE FOOTING SLOPE SLAB 16" PER FT I 4 -2n - - °I TYPICAL L 111- L - 1 SMART VENT III OFCOVERAGE III BE, - -I I I II1 PUT i5 PINI2" STEEL --------------------- --- --- I L—J I I GALVANIZED STEEL WINDOW WELL /GRAVEL BED TYP. NOTE. ALL MATERIALS BELOW FLOOD ELEVATION TO BE PT, WOOD, CEMENT BOARD CORRUGATED GALVANIZED STEEL _ HIM. WELL /GRAVEL BED TYP. 10' THICK x G -O" CONCRETE WALL ON — CONTINUOUS 20"x10' CONCRETE FOOTING CORRUGATED GALVANIZED STEEL_ WINDOW WELL /GRAVEL BED TYP. - L r 3-I <°XI <° LVL BEAM SMART VENT - - 200' S0. FT, OF COVERAGE 1 POST OF --7— PROVIDE 10" DIAM. 5ONOTUBE W/BIGFOOF FOOTING ( BF2B P.T. 2"x 8" LEDGER ) FOR PECK SUPPORT ABOVE BOLTED A BOL JOIST w/ 10" THICK x 4'-8" 2-5/5" DIA: BOLTS 16" OC CONCRETE WALL ON CONTINUOUS 20'x l0° 6°v6" PT 5'-6" SMART VENT CONCRETE FOOTING POST TYP n00'x50. FT.� FLUSH h 1—L -- I f12 L. J L_ F 111 -' PPT" 1 SMART VENT III 3 Yz" CONCRETE 200' EO. FT. FILLED STEEL LALLY OF COVERAGE III ON 36 x36 x12"O L _ J III CONCRETE FOOTING TYPICAL OST F , UP 'Tlfl VIII L -{F -1 BEAM N- — III PICT. 1 _ P T. 248° LEDGER r III BOLTED TO RIM J015T w/ III 2-6/5' DIA_ BOLTS IN OC. JIL T III 11 I 11 LVL L JIL FLE°TEELE IDSLALLY III ON 36"x36NISU CONCRETE FOOTING III TYPICAL. I' 3 li"'XI a" LVL IIS BEAM III LI -]IF- P-S, ]Ir 111 I 111 1 111 POST I 1 I 5'_3" I ELA" UP 5'-9" -C --J -- L —j L ,. POST 3.R, CONCRETE UP FILLED STEEL LALL� ON AX�RCOC-O PROPOSED CON E FTING CRAWL SPACE 2-2 E., 2" G -C DUSTOAP ON _ _ P05t 6 ME VAPOR RETARDER F UP 3-I �"X1 X, LVL ALAN P05T POST UPup 4 -TT — F I L -- J L— J L — —J L- 6'-4° 3 CONCREEL ETE FILLED STLALLY SMART VENT ON 36'x36"x12'D FLOOD VENTS CONCRETE FOOTING 8 -TOTAL IN - TYPICAL CRAWL SPACE - I I L— — — — — — — — — — — — I — — — — — — — — — — — L ii BEAT 2-% DIA ANCHOR BOLTS F Z W 0 I 11 PDT • POST UP FOR — Lu F PT _ WOOD, CEMENT BOARD III II SMART VENT I O o WIL Q I F LOOD VENTS 11 TYPE 'x FIRSCOPE GNB GARAGE SLAB Ill ENTIRE GARAGE f CEILING _TDTAL IN 1B 4'-6" I�r-1 B'_Bn 24'-6' GARAGE SLOPE SLAB 16" PER FT I 4 -2n - - CONTINUOUS 201,101111 TOWARDS DOORS 41.*^ 25" - 1 '4'8 TUBE STEEL COL 1 4'k4N 25° - -I I I CCNCRETE WALL ON—JOINT i5 PINI2" STEEL TUBE STEEL COL. I L—J I I I III II 1 BASE PLATE $ I •: `-h"x6°x12". STEEL - --- --� 1 L -- 2-% DIA ANCHOR P I BASE PLATE 0 BEAT 2-% DIA ANCHOR BOLTS F Z W 0 I 11 PDT • POST UP FOR — Lu - r PT _ WOOD, CEMENT BOARD III II I I I i I O o WIL Q F IOSTIA TYPE 'x FIRSCOPE GNB GARAGE SLAB Ill ENTIRE GARAGE f CEILING 4" CONC. SLAB ON L I�r-1 B'_Bn CONCRETE WALL ON_ SLOPE SLAB 16" PER FT I 4 -2n - - CONTINUOUS 201,101111 TOWARDS DOORS If III 1 SEAT III PICT, I. 1 - -I I I CCNCRETE WALL ON—JOINT CUT WITH EARLY „ I L—J I I I III II 1 o I •: DROP TOP OF FOUNDATION I II P 2-2x12 P.T. HEADER FLUSH II 1 111 e BOLTS 2-% DIA ANCHOR BOLTS F Z W 0 I 11 I NOTE, ALL MATERIALS BELOW • POST UP FOR FLOOD ELEVATION TO BE Lu LANDING ABOVE I I PT _ WOOD, CEMENT BOARD a I I I i I O o WIL Q PROVIDE LAYER 5/B" PROPOpSE/�O TYPE 'x FIRSCOPE GNB GARAGE SLAB ~ F ENTIRE GARAGE f CEILING 4" CONC. SLAB ON 10" THICK S -O" 11 6 MIL VAPOR RETARDER CONCRETE WALL ON_ SLOPE SLAB 16" PER FT CONTINUOUS 201,101111 TOWARDS DOORS CONCRETE FOOTING 1 -I Quxl Udu LVL {—S BEAM 1 10° THICK x 4-5" I' DEEP CONTRACTION CCNCRETE WALL ON—JOINT CUT WITH EARLY CONTINUOUS 20"xW 11 ENTRY SAW CONCRETE FOOTING 1 DROP TOP OF FWNpATIO DROP TOP OF FOUNDATION WALL 12" AT DOORS _ _ _ _ _ _ 11 WALL 12" AT DOOR5 _ _ _ _ _ _ — J N THICK x 4'-O" CONCRETE WALL ON CONTINUW9 20"x101 CONCRETE FOOTING 6"x6" PT. I POST TTP. PROVIDE Y5 REBARS @ 12" O.C. VERT IN MAIN FOUNDATION WALLS TO TIE IN TO FROST WALLS. TTP. CONNECTION WHERE POUR P NOT CONTINUOUS. 2-I a'XI y' LVL BEAM MART VENT BEAM SW 50. FT. PKT. OF COVERAGE GALVANIZED STEEL WINDOW WELL /GRAVEL BED TYP. SMART VENT 200' S0. EY OF COVERAGE FI—APRON— IRT VENT SO. FT. COVERAGE 10' THICK x 4 -5 - CONCRETE WALL ON CONTINUOUS 201-110 CONCRETE FOOTING SMART VENT 200' 50. FT. OF COVERAGE FOUNDATION NOTES I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE Rc'=3000 psi, W/ 2@ tlb BARS TOP 4 BOTTOM, FOUNDATION WALL TO BE ON 20x10" STRIP FOOTING. PROVIDE 3P LE CORP BARS CONTINUOUS IN STRIP CANTING W/ KEYWAY. PROVIDE 45 VERTICAL DOWELS @ 24" O C, EXTENDED Z_F6" MIN. ABOVE TOP OF FOOTING. PROVIDE %- ANCHOR BOLTS @ 45" O.C, MAX. MIN, 7" EMBEDMENT W/ 3"x3'xa" PLATE WASHER. 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3'g' CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"xb'x e" CAP PLATE 8 1".D..%' BASE PLATE W/ 20 y' OR BOLTS. WELD ALL CONNECTIONS, FOOTINGS TO BE 36°x36"xII SQUARE CONCRETE W/ 3@ i5 BARS EACH MAY 3, DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4, CRAWL SPACE CONCRETE SLAB TO BE 2" POURED CONCRETE ON COMPACTED FILL. GARAGE CONCRETE SLAB TO BE 4' POURED CONCRETE ON COMPACTED FILL. PROVIDE CONTRACTION JOINTS I- DEEP. CUT W/ 'EARLY ENTRY" SAW. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS OR MECHANICAL) 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN A-V" MINIMUM COVER. ]. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL BEAMS (TTP.). 0, SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL mwMNX 0. CONTRACTOR SHALL NOT SCALE DRAWING5 FOR DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DE51GNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR, I0. GARAGE AND OTHER FILLED FOUNDATIONS- 10" POURED CONCRETE WALL W/ 24 45 TOP AND BOTTOM BARS. FORM FOUNDATION ON 20410' STRIP FOOTING. PROD DE 2@ GS CONTINUOUS ORIZONTAL HBARS AND KEYWAT IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/ G5 BARS SPACED @ 12° OC. VERTICALLY. PROVIDE %- ANCHOR BOLTS @ 45" OC. MAX. MIN. 7" EMBEDMENT W/ 3"X3" W" PLATE WASHER. THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/ 140 MPH WIND ZONE f - Z Q J N z 0 U z N z V J N m O N G N m n O J. C y O N O G' 0 O m m z 0 W� V F Z W 0 Ho Lu 5W Lu a We o O o WIL Q r O U d ~ F DATE: 03131/2020 SCALE: DRAWINGC: A-5 BTM OF FLOOD VENT 1X4 RAKE uF, RAKE 1x6 TRIM 2x0 CEILING JOISTS 16° OC 3-IV°x1b" LVL RIDGE i1 'I POST 1 I TO RIC �, II II II II II J - FRAMING 3-H LVL 2x12 FLOOR JOISTS I6" O.C. OPTIONAL GA5 F —R-49 IN5UYATICN- L[�` CONCRETEx WALL ON CONTINUOUS 20'x10' CONCRETE FOOTING FILLED STEEL L4 LLY LS-le"Xl y" LVL '3 6' CONCRETE " ON 36'x36"x121'D BEAM FILLED STEEL LA LLT BEAM CONCRETE FOOTING ON 36°x36'xl2"D TYPICAL B CONCRETE FOOTING A.8 TYPICAL T -4 - 16" O.C. RIDGE VENT ID -C, 12 RIDGE VENT ING LIDA'W LAY -ON ROOF 2 JRCH w/2x5 16" 0 C 3-2x12 HEADER 12 Q5 2x10 RAFTERS E 2 GL 16" OC VL RIDGE 16° OC- GYPSUM WALL BOARVJ 3-2d0 TRIMMERS T:j%li _ 12 FLOOR BEYOND 2x0 COLLAR - v REAM "o G w of TIES 16" OC. 3 " CONCRETE IO' THICK r S-O"— FILLED STEELLALLT 3-2x10 ON 36°x36'xl2"D CONTINUOUS 20'x10" CONCRETE FOOTING CONCRETE FOOTING TYPICAL TRIMMER5 2x5 NAILER II'_Ou OST UP SCALE: 1/8"=1'-0" SECTION B -B EACH SIpE OF pRMER LAY -ON ROOF w2xE 16" 0. o «m TO RIDGE BE(AND w J K O� T 2x10 RAFTERS 0Z N �>in A. OC i1 'I POST 1 I TO RIC �, II II II II II J - FRAMING 3-H LVL 2x12 FLOOR JOISTS I6" O.C. OPTIONAL GA5 F —R-49 IN5UYATICN- L[�` CONCRETEx WALL ON CONTINUOUS 20'x10' CONCRETE FOOTING FILLED STEEL L4 LLY LS-le"Xl y" LVL '3 6' CONCRETE " ON 36'x36"x121'D BEAM FILLED STEEL LA LLT BEAM CONCRETE FOOTING ON 36°x36'xl2"D TYPICAL B CONCRETE FOOTING A.8 TYPICAL T -4 - 16" O.C. RIDGE VENT ID -C, SECTION A -A ARCHITECTURAL ASPHALT ROOF SHINGLES CDX PLYWOOD 21,10 RAFTERS 16" O.C. RIDGE VENT 15G FELT PAPER 2z8 NAILER 12 12 12 ING LIDA'W LAY -ON ROOF 2 JRCH w/2x5 16" 0 C 3-2x12 HEADER '. 12 Q5 2x10 RAFTERS E 2,10 RAFTERS GL 16" OC z 16° OC- GYPSUM WALL BOARVJ 3-2d0 TRIMMERS T:j%li _ 12 FLOOR BEYOND LVL HEADER w �I -� MIT RNJ0115 ON R-30 w 2,12 M JOIST D I ANCHOR BOLTS @ 45" 0 C- ] EMBEDMENT LTSUNOMwPLATE WASHER FIRST FLOOR (SUB FCR) 2%6 P T SILL _ �v'�x 'LU" G`SQN SEAR 2,d2 FLOOR 10M JOISTS 16" OO 2-a5 BARSTOP fBTM. TYP2" LL V DUSTCAP pJ MIL VAPOR RETARDER BTM OF FLOOD VENT 3-I p"XI y° L\ 10' THICK z 5'-O"12' MAX FROM BEAM CONCRETE WALLFINAL E%T/INT. GRADE NTINUWS 20'kOMPACTED FILLCONCRETE FOOTI BACKFILL WALL AFTER CONCRETE HAS SET A MIN. OF SEVEN DAYS AND HAS ACHIEVED FULL STRENTGH JOISTS I6" OC 3 R-49 IN5ULATION H R -3O INSULATION i CONTINUE _V VAULTED CEILING AT FORM W/216 Al -TC, SPACE 21,10 RAFTERS 16" O.C. 12 QS 2x0 CEILING ING LIDA'W HEADER JRCH V"WOOD 5UB-FLOOR 1 TTVEK HOUSE WRAP E $° CDX PLYWOOD GL NAILED, TTP z b N. POLY VAPOR GYPSUM WALL BOARVJ a T:j%li WJ.J 12 FLOOR JOISTS Ib" OC U) 3-I a" LVL v REAM "o G w of 3 " CONCRETE IO' THICK r S-O"— FILLED STEELLALLT CONCRETE WALL ON ON 36°x36'xl2"D CONTINUOUS 20'x10" CONCRETE FOOTING CONCRETE FOOTING TYPICAL 10'_gv II'_Ou SCALE: 1/8"=1'-0" SECTION B -B m = SPACE TYPICAL -� x-!, JOS 5 16" OL IS R15ER,$-'8 -P 12 MASTER\ I A.9 5 BEDRO R EAD 1E LVL BEAM BEYONp 2" CONC. DUSTCAP ON 6 MIL VAPOR RETARD 3-IV"XI ,' LVL BEAM / b" COMPACTED FILL BACKFILL WALL AFTER CONCRETE HAS SET A MIN, OF SEVEN DAYS AND HAS ACHIEVED FULL STRENTGH LVL ARCHITECTURAL ASPHALT ROOF SHINGLES —%,I COX PLYWOOD 15# FELT PAPER 2x0 CEILING JOISTS 16" C, R-30 INSULATION RAFTER VENT ALUM. GUTTER Ixe FASCIA STRIP VENT K5 SOFFIT BED MOLDING y � HIP FRIEZE SECOND FLOOR (SUB FILE 2°xb" FRAMING 16° OC W C. SHINGLES TYVEK HOOSE WRAP COX PLYWOOD R-20INSULATION 6 mil. POLY VAPOR BARRIER GYPSUM WALL BOARD 3-2x12 HEADER XG SKIRT BD - /BEVELED DRIP CAP _ FIRST FLOOR (SUB RR) 2x12 RIM JOIST 10 F 1 m p 2_vS BARS W �• 1 e TOP 8 BTM, TYP 10' THICK x V -0 - CONCRETE WALL ON CONTINUOUS 20°x10" CONCRETE FOOTING —2x10 RAFTER 6' O C STORAGE LE VENT COLLAR 6° O C I II III III I. 111111 'I ALUM. GUTTER 13 DLII -W!' IJL,LLLLILILI s _ _ _ _ _ _ L5 FASCIA A-- 111 i 1111 STEEL BEAM 2x12 FLOOR 13 STRIPVENT JOISTS R. DO 12 _ :4 3-2x0 HEADER 1,8 3--Y,"xI N�" Ixm SOFFIT CONTINUOUS TP u A LVL HEADER �1 II III BEE MOLDING IFR IS RISERS T FRIEZE 50ANCHOR BOLTS P 45" O.C. 5 II II MIN. ]° EMBEDMENT S 4 - I I I I w9'SS xI/4' PLATE WASHER 2T SMART VENT I-. GARAGF�II II !� FLOOD VENTS GARAGE _GARAGE SLAB II7. 6' SLOPE SLAB X' PER FT 4" CONCRETE SLAB NOT TOWARD DCOR3 w/WWF 6x6 1/1 TOP 13 OF 5 \'" --0 10" THICK x 4'-8" ALL MATERIALS BELOW Q CONCRETE WALL ON FLOOD ELEVATION TO BE CONTINUOUS 20'x10 P?. WOOD, CEMENT BOARD 2-Y BARS CONCRETE FOOTING TOP 0 BTM. TTP V" COMPACTED FILL 25'-0" BACKFILL WALL AFTER CONCRETE HAS SET A MIN SECTION C -C FATS AND OF SEVEN . ACHIEVED FULL STRENTOTGH THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE 21,10 RAFTERS 16" O.C. 12 QS 2x0 CEILING JOISTS Ib" OC. HEADER JRCH 2"x6" FRAMING 16" CC W SHINGLES Zm W» TTVEK HOUSE WRAP $° CDX PLYWOOD R-mO INSULATION z b N. POLY VAPOR GYPSUM WALL BOARVJ pH ILII u 6"x6" P T. POSTS WJ.J WRAPPED w/Ix. TOE. 12 TYPICAL -� x-!, JOS 5 16" OL IS R15ER,$-'8 -P 12 MASTER\ I A.9 5 BEDRO R EAD 1E LVL BEAM BEYONp 2" CONC. DUSTCAP ON 6 MIL VAPOR RETARD 3-IV"XI ,' LVL BEAM / b" COMPACTED FILL BACKFILL WALL AFTER CONCRETE HAS SET A MIN, OF SEVEN DAYS AND HAS ACHIEVED FULL STRENTGH LVL ARCHITECTURAL ASPHALT ROOF SHINGLES —%,I COX PLYWOOD 15# FELT PAPER 2x0 CEILING JOISTS 16" C, R-30 INSULATION RAFTER VENT ALUM. GUTTER Ixe FASCIA STRIP VENT K5 SOFFIT BED MOLDING y � HIP FRIEZE SECOND FLOOR (SUB FILE 2°xb" FRAMING 16° OC W C. SHINGLES TYVEK HOOSE WRAP COX PLYWOOD R-20INSULATION 6 mil. POLY VAPOR BARRIER GYPSUM WALL BOARD 3-2x12 HEADER XG SKIRT BD - /BEVELED DRIP CAP _ FIRST FLOOR (SUB RR) 2x12 RIM JOIST 10 F 1 m p 2_vS BARS W �• 1 e TOP 8 BTM, TYP 10' THICK x V -0 - CONCRETE WALL ON CONTINUOUS 20°x10" CONCRETE FOOTING —2x10 RAFTER 6' O C STORAGE LE VENT COLLAR 6° O C I II III III I. 111111 'I ALUM. GUTTER 13 DLII -W!' IJL,LLLLILILI s _ _ _ _ _ _ L5 FASCIA A-- 111 i 1111 STEEL BEAM 2x12 FLOOR 13 STRIPVENT JOISTS R. DO 12 _ :4 3-2x0 HEADER 1,8 3--Y,"xI N�" Ixm SOFFIT CONTINUOUS TP u A LVL HEADER �1 II III BEE MOLDING IFR IS RISERS T FRIEZE 50ANCHOR BOLTS P 45" O.C. 5 II II MIN. ]° EMBEDMENT S 4 - I I I I w9'SS xI/4' PLATE WASHER 2T SMART VENT I-. GARAGF�II II !� FLOOD VENTS GARAGE _GARAGE SLAB II7. 6' SLOPE SLAB X' PER FT 4" CONCRETE SLAB NOT TOWARD DCOR3 w/WWF 6x6 1/1 TOP 13 OF 5 \'" --0 10" THICK x 4'-8" ALL MATERIALS BELOW Q CONCRETE WALL ON FLOOD ELEVATION TO BE CONTINUOUS 20'x10 P?. WOOD, CEMENT BOARD 2-Y BARS CONCRETE FOOTING TOP 0 BTM. TTP V" COMPACTED FILL 25'-0" BACKFILL WALL AFTER CONCRETE HAS SET A MIN SECTION C -C FATS AND OF SEVEN . ACHIEVED FULL STRENTOTGH THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE !Q G f z Y J Zm W» N z Z O o U L C U) z_ v "o G w of J m 6 V n d' � m m N 2- LJ CN N t-n SCALE: 1/8"=1'-0" N OD O- m = o «m w J K O� T 0Z N �>in !Q G f Q Y V F Zm W» yo; Y/ 0 Z Wa o L C U) W0.0A Z "o G w of Or j 6 V n d' � m w R DATE: 03131=0 SCALE: 1/8"=1'-0" DRAWING# A-6 THESE PLANS ARE IN COMPLIANCE VNTH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE 0 gas= Gpp� WOO Ow0O ¢U¢'O- KK�U O QD� OGNF N GV N � ¢DEBD W m Z~ 7 W» e Q yo Wix 119� W� ILo W or V � SCALE: 118"=1'-8" DRAWING V: A-7 NOTE PROJIDE RAFTER VENTS AT VAULTED CEILINGS ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES CDN PLYWOOD 4q" CDN PLTWWD 15. FELT PAPER ISG FELT PAPER WHITE GEDM SHINGLES 0. N H2 5A EACH I N MD IA EACH RA TER RAFTER TO PLATE CONNECTION ' TYVEK HOUSE WRAP 0. RAFTER RAFTER TO PLATE CONNECTION ALUMINUM 4.- DRIP EDGE ALUMINUM" DRIP EDGE o CJ y FRAMING 16' 0 C. ,Y R20 FIBERGLASS INSULATION 20 RAFTER---/ 6 mll. POLY VAPOR BARRIER R-30 INSULATION x >! (MAX- 5. 50- FT-) CEILING JOIST \ ke' GYPSUM WALL BOARD MP GYPSDM BOARD GUTTER A 11 Ix FASCIA R-49 INSULA TIC! ( Ix STRAPPING 16' OC. rJ ' I l STRIP VENT RAFTER I / DOUBLE TOP PLATE I lu SOFFIT ka" GYPSUM BOARD I BED MOLDING Ix STRAPPING 16" OG 1 Ix FRIEZE DOUBLE TOPPLATE TYPICAL WALL VAULTED CEILING � ) � FLAT CEILING � I TYPICAL WALL TYPICAL EAVE 2 SCALE 1 Y' = 11-0" SCALE 1 Y2" = 1'-0" RIDGE sTRAPs hPICA OPTIONAL w/COLLAR f TIES 3/4" T4G PLYWWD 5V8 -FLOOR GLUED RIDGE VENT AND NAILED, TYPICAL X II RIDGE BEAM h 12 FLOOR JOISTS 16' O G f (SEE PLAN FOR SIZES) ALUMINUM FLASHING ASPHALT ROOF INGLES SH DECKI % COX PLYWOOD Ix 16" O,C. ISC FELL PAPER Y f4' GYPSUMNG _ ^, I ��//" P T. B2NO0'A/2".1/� LEDGER 2 -SJ DIA 11' TO RIM JOIST w/ aG DR 2'XB" NAILING SLEEPERS BOLTED t0 <J` - LEDGER LOK 2-12" O C2UIO" RAFTERS I6" OC(UNLESS t.RAVF NOTED OTHERDROPPED STEEL BEAM PT2"x8" OR 2"x10" DECK JOISTS O(SEE PLAN FOR SIZING) 2R / 2.10 JOIST HANGER L TYPICAL RIDGE STEEL BEAM TO FLOOR CONNECTION DECK LEDGER CONNECTION 3 47 5 SCALE 1 V'= 1'-0" SCALE 1 Yz' = V-0" SCALE 1 YY" = V-0- THESE PLANS ARE IN COMPLIANCE VNTH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE 0 gas= Gpp� WOO Ow0O ¢U¢'O- KK�U O QD� OGNF N GV N � ¢DEBD W m Z~ 7 W» e Q yo Wix 119� W� ILo W or V � SCALE: 118"=1'-8" DRAWING V: A-7 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/ 140 MPH WIND ZONE � N K � Oma~ ¢C�g 7 �O¢o F O 000 PO O¢�B z 0¢00 .44E6 Yd 0 r, f 0 W f Z� Wa W0: c W� Wd W O Q W r 6 u�: rn J H W ED Z ❑ 5 ED DATE: 031318020 SCALE: 118"=1'-0" DRAWING#: A-8 [� 3' OD STEEL LALLY COLUMN EXPANSION JOINT FILLED ° I TYPICAL WALL FILLED O/CONCRETE w/BITUMINOU5 JOINT FILLER III III - / ��. _ AND TOPPED w/ FLEXIBLE Ig —III JOINT SEALANT III — R-30 FIBERGLASS FILL w/BITUMHCJ5 JOINT FILLER AND INSULATION 3/4° TBG PLTWWD SUB -FLOOR TOPPED w/ FLEXIBLE JOINT SEALANT Zii CONCRETE DUST CAP " - III III " GLUED AND NAILED, TYPICAL _ I� 10"li WIPE FOUNDATIONSO'DI WALL - STEEL BASE PLATE a CE WIDE s 10" CENTERED N SO' \ BTM. PLATE FOOTING ITOP T Ij EB 2° CONCRETE DUSTCAP - 2xp FLOOR FLOOR JOISTS 16° O G VERIFY FOOTING IS ON 41 2FAN N5 _ RSY A NO BOTTOM COMPACTED GRANULAR FILL OR TYP. ( UNDISTURBED GRANULAR SOILS P - 912 RIM JOIST w/ CLAY, PEAT LOAM, r III- APPLY DAMP PROOFING OVER - ET VEGETATIVE MATERIALS. TOP OF FOOTING 2x6° P T. SILL PLATE 36-,XDU" CONCRETE FOOTING —III 2,4 KEY NAY cr, w/ SILL SEALER 4-d5 BARS EACH WAY [ CONTINUOUS IN I CEILING 1� �W %" ANCHOR BOLTS SHER 45" III III MIN MIN. T' EMBEDMENT a a - 5 BARS VERTICAL 24 OC. III III EXTEND 42" ABOVE TOP OF FOOTING 2-F1 BARS TOP F BTM. TTP I I I IIII II IIL' II—I N Z FOUNDATION WALL I-II_I IIIIILI III I I I III1-111—IIII IIIII w APPLY DAMP PROOFING r1r°' _I VERIFY FOOTING 15 ON C /y FINISHED GRADE 4 m BACKFILL WALL AFTER COMPACTED GRANULAR FILL OR - --'. - CONCRETE HAS SET A MIN_ UNDISTURBED GRANULAR SOILS IIS — OF SEVEN DAYS AND HAS w/ NO CLAYS PEAT LOAMY a III- _ ACHIEVED FULL STRENTGH VEGETATIVE MATF.�IALS III III—/ - 1 III III III -' 6" COMPACTED FILL D 3" I IN. FOUNDATION WALL /FOOTING TYPICAL SILL DETAIL LALLY COLUMN AT FOOTING 6 SCALE I Yd' = 1'-0" SCALE I Y2" = 1'-0" SCALE 1 Y' = T-0" DECKING 2'x P T_ DECK JOISTS 16" OC -- -- SEE PLAN FF FOR SIZING GARAGE WALL 0x6' P.T_ POST CONTNUOU5 GARAGE DOOR WRAPPED w/Ix TRIM I, 2 2-xIG/12" P.T. HEADER APRON AT GARAGE 4" CONCRETE SLnB { W4}'' DIA. THRU-BOLTS COUNTER SINK DKKING DOOR W/ FRONT FACE OF BEAM ---- 6' THICK AT END L. B' THICK AT DOOR "WE 6x6 6/6 TOP 1/3 OF SLAB — - - I 2-2"XI2° PT HEADER - I. Ix SKIRT BD. 21,8 P.T. DECK Wh'j' DIA. THRU-BOLTS 6° COMPACTED FILL �- �- JOIST 16" Cl � COUNTER SINK 1-#5 BAR CONTINUOUS - W/ FRONT FACE OF BEAM AT PERIMETER 6°X6" P T POST --�- DROP WALL - - ANYXON ABU66 TTP. e a 12" AT DOOR � a a SIMPSON ABU66 TTP. a `t§" . DIAANCHOR BOLT aha I1, III `_ITI—I7_—ITl'�IT a DIA. ANCHOR BOLT - H II- 11- a 1 _ -----10' DIA. SONOYUBE - III—III- 1 III — 1 101' THICK x ALP" - 2 4 KEY BOAT CONCRETE WALL ON a a CONTINUOUS 20'x10' �4 CONCRETE FOOTING 2-45 BARS TOP 6 BTM. TYP BF -2B 81GFooT FOOTING 10" FOUNDATION WALL a GARAGE APRON DETAIL DECK POST CONNECTION DETAIL PORCH POST CONNECTION DETAIL 9 i SCALE 1 Yi' = 1'-0" SCALE 1 YZ" = 10)" SCALE i Y2" = V-0" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/ 140 MPH WIND ZONE � N K � Oma~ ¢C�g 7 �O¢o F O 000 PO O¢�B z 0¢00 .44E6 Yd 0 r, f 0 W f Z� Wa W0: c W� Wd W O Q W r 6 u�: rn J H W ED Z ❑ 5 ED DATE: 031318020 SCALE: 118"=1'-0" DRAWING#: A-8 DOUBLE TOP PLATE sIMP50N SPb OR 51MDA,R Q� 19 CRIPPLE STUD HEADER 51MP50N LSTA UPLIFT STRAP OR 51MI LAR PER JACK STUD JACK STUD DOUBLE TOP PLATE CONTINUOUS HEADER ��� ® � yw W K p Q3000 C O Z O EB O Ka O 0 _______ T -T II 11 OPENING -JACK STUD FOR OPENINGS UPT04' (VSE LSTA9) 2 -JACK STUDS FOR OPENING 4' TO C' (USE LSTA9) END HEADER TO KING STUDXTE NAIL TOP PLATE TO BTM. OF HEADER 2 ROWE OF Id NAILS 3' OC. ENDWALL CORNER STD U CONNECTED TO TRANSFER SHEAR O Q S O m F Z J N_ Z Z ¢ O��K00 b w ia R' e o ua b T • 11 1111 III 2 -JACK STUDS FOR OPENING TO IV' (USE L5TA12) Yz" CDX PLYWOOD SEE CODE CHECKLIST FOR NAILING SIMPSpJ HTT4 OR SIMILAR 2bd COMMON HOEDOWN MAILS b" a c. KING STUD OPENING BTM. PLATE ED WINDOW SILL PLATE RIM JO15T5 ® / ~ z Q CRIPPLE STUD SIMP51MCOP 5THD OR I LAR 2"xb' PT. SILL PLATE 2'xb" PT SILL PLATE " 5 a. ANCHOR BOLTS w/3. x3' a WASHER MIN. '1° EMBEDMENT_ u CORNER STUD HOLDODETAIL-4 - STUDS CETAE 4 J UO z O RIM JOISTS " J -�11 10- FOUNDATION WALL U CD t 3p" ANCHOR COLTS w/3"x3' WASHER MIN. ]" EMBEDMENT. FW NDATION WALL z Q J m O S UN u a" " J6 a tlT VOV SII� � W d 12 TYPICAL HEADER CONNECTION SCALE 3/d' = 1'-0" 3 TYPICAL BRACING AT NARROW WALLS 4 CORNER STUD HOLD DOWN SCALE 1 Yz' = 1'-0" _ m N lc� � ELM =r° p SCALE %a'= VLY' NAILING SCHEDULE NOT ALLE' MATERIALS BELOW 216 WALL o w z O EM }� DOUBLE TOP PLATE UP TO FLOOD ELEV __----. --. • -• • n 1 _ •_ •-- __.. -'I 1 11 COMMON NAILS N. NAILS X11 1111 OPEN 211 PLATE PCB ITIaN ROOF FRAMING BLOCKING TO RAFTER ROE NAILED) RIM BOARD TO RAFTER (END NAILED 2-Btl 2-16tl 2-10tl 3-1fitl EACH END EACH END 2"x6" WALL FRAMING 16" O.C. �I I •I I SMART VENT 2x6 P T. SILL WALL FRAMING smemFw UNI 11 1111 I GARAGE FOUNDATION NI TOP PLATES AT INTERSECTIONS (FAC NAILED) 4- Ed 5-ifitl AT JOINTS III 11 11 1111 cox PLYWOOD STUD TO STUD (FACE NAILED) 2-i6tl 2-i6tl 24"O.C. — 12" MAX FROM SEE CODE CHECKLIST FOR NAILING 11 � 111 1 11 1 1 1 1 1 IIi HEADER TO HEADER FAC D (FACE i6tl ifitl 24"O.C. ALONG EDGES A x / A FIN LET. INT. GRADE IN FRAME WALL Q f FLOOR FRAMING JOIST TO SILL ) TOP PLATE OR GIRDER TOE NAILED 46tl 0.10tl PER JOIST II rc= VENT CAN BE Iii II I BLOCKING TO JOIST ROE NAILED) 4-Btl 2-adEACH END - - INSTALLED ABOVE OR 9 BLOCKING TO GILL OR TOP PLATE ROE NAILED) 3-16tl 416tl EACH BLOCK \ BEHIND SHEATHING O II n 11 II 1 LEDGERSTRIPORBEAM GIRDER (FACE NAILED) 3-16tl 3-10 IST 141/2° R/o TOBEAM BEAM ROE NAILED) JOIST ON LEDGERTO 3Atl PER JOIST PER JOIST Q '1 JOIST BAND JOIST TO JOISTR NDN AILED) F16d 416d PER JOIST W i 111 1 1.1 1 BAND JOIST TO GILL OR TOP PLATE ROE NAILED) 2-16D 2-16D 3-i8tl PER FODTSMART VENT DETAIL 200MART SO FT? ..LE P=1'L" OF COVERAGE F Z p W ROOF SHEATHING MOD STRUCTURAL PANELS Bm. PLATE TIG OKE 3/4" FLECIR GLUED SAILED, TY GLUED AND NAILED, TYPICAL RIM JOISTS 2'.b^P,T. SIU PLATE ANCHOR BOLTS w/s'xEOU WASHER MIN. T" EMBEDMENT III it 1L 1 I II 1 1 I I 1 1 --- -- -- __ ___-- _- - •1� _-•-.-•-_-•-_-•-_-•-= RAFTERS OR TRUSSES SPACED OUP TOVER 16"0.0. RAFTERS OR TRUSSES SPACED OVER ifi"O.C. GABLE ENDWALL RAKE OR RAKE TRUSS Wo GABLE NG GABLE ENDWALL RAKE OR RAKE TRUSS wI STRUCTURAL GABLE GABLE ENDWALL RAKE OR RAKE TRUSS wI LOOKOUT BLOCKS Btl 8d 6tl Btl Bid 10tl 10tl 10tl Wtl 10tl 6"EOGET FIELD 4"EDGE6"FIELD EEDGEB FIELD 6"EDGEl6"FIELDCUT 4"EDGEl4"FIELD NOTE ALL MATERIALS BELOW FLWD ELEVATION TO BE FT. WOOD CEMENT BOARD ° oPEN POSITION STRAPS SIDEVOR W.NT. °� _ 0 O Q N O W C W O e W G W d J N W 6 G m o O 17 W 0 ' 6 V (Q J Q ED p U Z 7 m _- -- .-:-.-:-.-:-:-----• CEILING SHEATHING ° ° 1 a 11 ° ° x ° 4 �' ° ° ° -/ ° ° ° a GYPSUM WALLBOARD 5d COOLERS - 7" EDGE10" FIELD WALL SHEATHING MOD STRUCTURAL PANEL -� III—III 12" MAX FROM 10" FOUNDATION wnu STUDS SPACED UP TO 24- OC $"AND a" FIBERBOARD PANELS IV' GYPSUM fid Btl Stl COOLERS 10tl - - 3"EDGE12"FIELD 3"EDGEfi"FIELD 7"EDGE10"FIELD F15NAL GRADE IN MASONRY WALL p w n - w - F X� FLOOR SHEATHING Dq WOOD STRUCTURAL PANELS 1 11 114 R/O SCALE: 118"=V-0" V OR LESS GREATERTHANI" 6tl ,Bd 10tl ,fid 6" EDGER2" FIELD 6"EDGEl6"FIELD SMART VENT SMART VENT DETAIL 2X' SE FCOVERATGE 15 SILL TO PLATE SHEATHING CONNECTION DRAINING A-9 SCALE 33/a"=1'-0^ THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE P T 2'"YO' LEC WLTED TO RI 2-5/B" DIA_ N t9NAO51r OL. I I I 23 YzVVN OEM 1 4 2 ROM OF 3-0LV BFAM :5"TX ROUGX BOLTS 0 5X"wOE ra r SACHUSETTS STATE BUILDING CODE NINTH EDITION/ 140 MPH WIND ZONE U � UN OtOQZ O� i 6d.p� 0, 000 OUWF N Q Si i K U N � � Kvvnw W t = f 0 Z W» a In O z W w Ix l o W IL J O F C O A r U u ~ F DATE: O8/IM20 SCALE: 1/8"=1'-0" DRAWNG#: S-1 USETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE � N K � ON Oma~ �Q-l 7 z0<o O O<Zj GO <U NF OW 4WN 0 M o0 j�N�ry ¢aavaro m z 0 W u Z W D M W 19 19 W L 00 °0I,, 6 V U 6 DATE:. 03Hd9ALhYlD SCALE: DRAWNG C: S-2 2ROWS OF ?PLYRFAM i8tl NPI LS 12" O L. 3Ya'N10E R. OF 'iX ROUGX 60LT5 yBEAM WPSHERS 5"WOE USETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE � N K � ON Oma~ �Q-l 7 z0<o O O<Zj GO <U NF OW 4WN 0 M o0 j�N�ry ¢aavaro m z 0 W u Z W D M W 19 19 W L 00 °0I,, 6 V U 6 DATE:. 03Hd9ALhYlD SCALE: DRAWNG C: S-2 zROWS OF 2 LY 51A 1. NAILS 12" O.C. 3OE I 2 R..OF3PLV 6EAM ROUGH BOLTB 'Y' TP 12'OGwI WASHERS MULTIPLE LVL BEAM CONNECTION .E r=10 ¢ v W Oy 0-0. O O¢zo 2p>UG,l N SHo 2p C, l rc ve�m SUPE SLOPE 1212 PITCH 121�PITCH RIDGE RIDGE RIWE A 1-12 EITCH Q jQ 12 PIT a V r 1212 PITCH W SLOPEOd tl0! oW Z a aW 0 a Z T�L"PE dN lLQO O COa. U ROOF PLAN LL DATE'. O3I31n020 RIDGE SCALE: 1/8"=1'-0" r SCALE: 118"=1'-O" DRAWNG R: S-3 LATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE