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BLD-18-662
BID • 1 % _00060. • SENT RESIDENCE-40 COCHESET PATH,Ft YARMOUTH,MA SARASE *APARTMENT W/DECK CHECK OF DECK LEDGER CONNECTION GENT RESIDENCE - GARAGE d APARTMENT 40 COCHESET PATH, NI. YARMOUTH, MA CHECK OF DECK LEDGER CONNECTION TO BUILDING FRAME JANUARY 5, 201 �00)N OF AL% RECEIVED LISAJ. t O'DONNELL mi 3 STRUCTURAL y JAN 18 2019 No.39117 -0, ^;:c. 0,,,GISTEP"Gco BUILDING DEPARTMENT SIONAL By. ATTACHED: Ltctt/i. O/D PAGES 2 - 5: CALCULATIONS AND DISCUSSIONS SIMPSON STRONG-DRIVE 5D15 TIMBER SCREW PRODUCT INFO (1 P.) CHECK FASTEN FORCES AT LEDGER BOARD CONNECTION THE FOLLOWING CALCULATIONS ARE PROVIDED TO DEMONSTRATE THAT THE AS-BUILT CONNECTION OF THE DECK LEDGER TO THE FRAMING OF THE BUILDING 15 SUFFICIENT FOR THE LOADS FROM THE DECK. THERE ARE S CONNECTION POINTS ACROSS THE 15 FOOT WIDTH OF THE DECK, RESULTING IN AN EFFECTIVE WIDTH,TRIBUTARY TO EACH: : 18 = = 2.25 FT 8 THE STRINGERS SPAN 10 FEET, WITH A RESULTING TRIBUTARY LENGTH: TL:= 1O = 5 FT 2 LJO EN&INEERM6,LLC,P0 BOX 588,ESSEX,MA 01929 LIsatheEngineerocomcast.net,PH:918-890-1100, FAX:9T8-231-0098 JANUARY 5,2019 1 OF 5 • SENT RESIDENCE-40 COCHESET PATH,NL YARMOUTH,MA GARAGE 8 APARTMENT V4/DECK CHECK OF DECK LEDGER CONNECTION THE LOADS ON THE DECK INCLUDE SELF-HEIGHT(DEAD)AND LIVE LOADS. THE DEAD LOAD FOR THE DECKING AND JOISTS 15 FOUND, USNG A SPECIFIC GRAVITY OF 0.42 FOR 5-P-F LUMBER AND SIMILAR. THE DIMENSIONS AND SPACINGS OF THE JOISTS ARE USED, ALONG WITH THE 1" THICKNESS OF 5/4" DECKING: 15PF:= 0.42.62.4=26.205 PCF 1 1.5.1.25.12) 16.12.12 )•75PF=4.015 PSF ROUND UP TO 5.0 PSF, TO ACCOUNT FOR FASTENERS, HANGERS, ETC: qDL:= 5.0 PSF THE LIVE WAD REQUIRED BY THE MASS BUILDING CODE (150 CMR) FOR RESIDENTIAL DECKS 15 40 PSF. SINCE THIS IS A SHORT DURATION LOAD, IT IS REDUCED BY THE DURATION FACTOR FOR TIMBER OF 1.33 (FOR ONE-DAY LOADS). NOTE THAT THE DURATION FACTOR COULD BE APPLIED TO THE TOTAL LOAD OR USED TO INCREASE THE FASTENER CAPACITY. HERE IT 15 SIMPLY USED TO REDUCE THE LIVE LOAD, WHICH PRODUCES THE SAME RESULT (AND DOES NOT APPLY THIS FACTOR TO THE DEAD LOAD). 40 __ 50.015 PSF tits{ L _ 1.33 THE VERTICAL REACTION AT A TYPICAL CONNECTION IS FOUND: R:= TIN TL•(4DL+%L)= 314.6 POUNDS FROM THE DIAGRAM OF THE CONNECTION SHOWN BELOW, THE ECCENTRICITY OF THE APPLIED FORCE TO THE POINT OF THE REACTION AT THE LVL HEADER IN THE BUILDING 15 e:= 3.15 INCHES THE RESULTING PRYING MOMENT, WHICH PRODUCES TENSION ON THE FASTENERS, I5 FOUND: M:= R•e= 1499.934 IN-LBS THIS MOMENT CREATED BY THE ECCENTRICITY OF THE DECK LOADS RESISTED BY A FORCE COUPLE (OF EQUAL VALUE)OF TENSION IN THE FASTENERS AND COMPRESSION OF THE BOTTOM EDGE OF THE BORAL SPACER AGAINST THE BUILDING WALL. LJO ENSINEERNS,LLC,P0 50X 888,ESSEX,MA 01124 LlsatheEngineerocomtast.net,PH:418-890-1100,FAX:115-231-0015 JANUARY 5, 2011 2 OF 5 GENT RESIDENCE-40 COCHESET PATH,W.YARMOUTH,MA GARAGE t APARTMENT V4/DECK CHECK OF DECK LEDGER CONNECTION r_.......1____ i_c... pke _. , ,a_lcii.......1.1i. .._i___ ___Tiiii __ _J._ _____.,_ -t----r______ _____ . -.-ei i I-el li I 1 i r i - _ ._ • Amu iii�iZk _.__`_ --__ __ I 0 _ �_ - _ � I f Qii —I 1 ti I I �. __ 1 I I i 0. _ I_ .._. ; i [.. r ._] _4 j E -! } -1--- - I i _I I. 1 MOMENTS OF THE AREAS ARE USED TO FIND THE NEUTRAL AXIS, AT THE DISTANCE kd FROM THE BOTTOM OF THE COMPRESSION REACTION AREA, AS SHOWN IN THE DIAGRAM ABOVE. THEN THIS VALUE,ALONG N ITH THE DISTANCE BEWEEN THE TOP FASTENER AND THE BOTTOM OF THE SPACER, IS USED TO FIND THE EQUAL COUPLE OF TENSION AND COMPRESSION FORCES. USING DIMENSIONS FROM THE DIAGRAM ABOVE, THE NEUTRAL AXIS IS FOUND FIRST CONSIDERNG THE MOMENTS OF THE AREAS OF THE FASTENERS RESISTING TENSION AND THE AREA OF BEARING RESISTING THE COMPRESSION. TO DO THIS, THE AREA OF THE FASTENERS IS TRANSFORMED TO AN EQUIVALENT TIMBER AREA USING THE MODULAR RATIO OF STEEL AND TIMBER. NOTE THAT ONLY THE TOP FASTENER IS CONSIDERED HERE,TO PROVIDE A TENSION REACTION, ALTHOUGH THE LOWER FASTENER WILL CONTRIBUTE SOME RESISTANCE, ALBEIT, MUCH LESS. BOTH FASTENERS ARE CONSIDERED TO SHARE THE VERTICAL LOAD, IN 5HEAR,EQUALLY, NNICH 15 ADDRESSED FURTHER BELON. LJO ENGINEERING,LLC,PO BOX 888,ESSEX,MA 01979 LlSetheEnglneerocomceSt.net,PH:918-090-1100,FAX:978-731-0098 JANUARY 5,2019 5 OPS (SENT RESIDENCE-40 COGHESET PATH,W.YARMOUTH,MA (SARAGE t APARTMENT W/DECK CHECK OF DECK LEDGER CONNECTION DEFINE THE AREA OF THE 0.22 INCH DIAMETER FASTENERS AND THE MODULAR RATIO NECESSARY IN THE FOLLOWING ANCHOR CHECKS. A (0.22.12•a =0.03801 IN2 B 4 n_ 29000 = 24.161 1200 DEFINE THE WIDTH (b)OF THE SPACER BLOCK, WHICH PROVIDES THE COMPRESSION REACTION AGAINST THE BUILDNG, FOR THE MOMENT CREATED BY THE ECCENTRICITY, AND THE DISTANCE (d)OF THE SUPPORTED LENGTH OF THIS BLOCK, AGAINST THE TRIM MATERIAL BEHIND IT, FROM THE TOP FASTENER (AGAIN, THE LOWER FASTENER S CONSERVATIVELY NEGLECTED IN THIS CHECK). b:= 5.5 IN d := 6.0 IN TO FIND THE NEUTRAL AXIS, DEFINE THE VALUE k (BY TRIAL) SUCH THAT THE MOMENTS OF THE AREAS ARE EQUAL (OR THE DIFFERENCE IS 0): k:= 0.184531 kd k•d = 1.101 IN Jd •_ d - kd = 5.631 IN 3 b•kd•23d -n•AB•(d - kd)= 0 T:= =263 POUNDS C:= T=263 POUNDS Jd THE VERTICAL REACTION 15 RESISTED BY THE TWO FASTENERS IN SHEAR: V:= = 191.3 POUNDS 2 THE TOP FASTENER 15 CHECKED FOR THE COMBINED TENSION AND SHEAR WADING, USING THE VALUES IN THE ATTACHED CUT SHEET FOR THE 6' SIMPSON SOWS TIMBER SCREWS. THE FASTENERS HAVE AN ALLOWABLE SHEAR LOAD IN A 1.5' MEMBER OF: Vallow:= 405 POUNDS LJO EN(SINEERINS,LLC,PO BOX 666,ESSEX,MA 01929 LlsetheEnglneerocomcast.net,PH:918-690-9100,FAX:916-231-0095 JANUARY 5,2019 4 OF 5 &ENT RESIDENCE-40 GOCHESET PATH,IN.YARMOUTH,MA 6ARASE !APARTMENT W/DECK CHECK OF DECK LEDGER CONNECTION IN THE 1.15" LVL MEMBER,THE FASTENERS HAVE A WITHDRAWAL VALUE OF 214 POUNDS PER INCH (USING THE LARGER VALUE FOR CONVENTIONAL LUMBER AND WITH THE SCREWS PENETRATING THE FULL THICKNESS OF THE MEMBER): Tallow 214.1.'15= 314.5 POUNDS THE COMBINED FORCES ARE CHECKED USING THE STANDARD INTERACTION EQUATION FOR ANCHORS LOADED IN BOTH SHEAR AND TENSION. CHECKING THIS AGAINST UNITY (1.0): ( \5 5 / \ Ta 13 + I Va i w 13 = 0.856 WHICH 15 LF-55 THAN 1.0, 50 O.K. FINALLY, CHECK THE COMPRESSION IN THE WOOD BEHIND THE BORAL SPACER. THE MAXIMUM BEARING STRESS 15 FOUND A5 TWICE THE VALUE OF THE COMPRESSION FORCE OVER THE BEARING AREA, SINCE THE STRESS IS TRIANGULARLY DISTRIBUTED. fcERG 2• G = 8b PSI, WHICH 15 LESS THAN 425 PSI b•kd ALLOWABLE FOR 5-P-F LUMBER CONCLUSION: BASED ON THE ABOVE CHECKS, THE CONNECTION OF THE LEDGER TO THE BUILDING FRAME IS SUFFICIENT, CONSIDERING THAT JJST 85.6% OF THE CAPACITY 15 USED, NTH THE LOAD DURATION FACTOR FOR ONE-DAY WADING (WHICH INCLUDES THE MAXIMUM DECK LOAD CAPCITY OF 40 PSF). THIS MEANS THAT THE EFFECTIVE LOAD DURATION FACTOR 15 LE55 THAN 1.33 TO REACH ALLOWABLE CAPACITY ON THE CONNECTION. LJO EN&INEERIN&, LLC,PO BOX 888, ESSEX,MA 01929 LlsatheEnglneerc amcast.net,PH:918-890-1100,FAX:918-231-0098 JANUARY 5, 2019 5 OF 5 • • Simpson Strong-Tie'Fastening Systems SIMPSON Load Tables, Technical Data and Installation Instructions Miiitine Strong,Drives SDWS TIMBER Screw Structural Wood-to-Wood Connections Including Ledgers Designed to provide an easy-to-Install,high-strength alternative to through-bolting and traditional lag screws. The Strong-Drive'SDWS Timber screws are ideal for the contractor and do-it-yourselfer alike. Double-barrier coating provides corrosion resistance equivalent to hot-dip gaNaniration,making it suitable for certain exterior and preservative-treated wood applications,as described In the evaluation report. Codes/Standards:IAPMO-UES ER-192,State of Florida FL13975; T c�,,, U.S.Patents 5,897,280;7,101,133 0.75' 0r i For More Product Information,see p-69 -41-3'-10' ► SDWS Timber Screw-Allowable Shear Loads- Douglas Ar-Larch and Southern Pine Lumber 417:77-7-'77-77.777-..1,t , , . OFSPNowabie Shear� T8hbM ` sS7777,1::: 7 77, : 1 ' d ' tYr��.. k i : Wood Side Member Thickness Bn) 'le ,, ,at Y�1`,�, �,gIftr � 1.s ..,2 25-,.,a 3 ' I3.5 4 ; 45 8 '4'=9:. 0 22 x 3 SDW522300D8 1 nh 255 1 , ET 0.22x4 SOW522400DB 2%. n r" 405 4051. 305 '- - 0.22 x 5 SDWS22500DB 23. • 405 k 405 360 I 360 I 325 - - - 2 z 6 , , SDWS22600DB 23'. 405 1 405 ' 405 405 � 0.2 r 365 365355 - - 0.22 x 8 80P/322800982/ 405 1 405 405 I 405 I _395 395 I 395 395 - 0.22z10 90W822100008 23'. 405 405 405 40511. 395 395 395 7 395 395 395 . See footnotes below. SDWS Timber Screw-Allowable Shear Loads-Spruce-Pine-Fir and Hem-Fir Lumber :,,,4;, '` ! ` urge '*s s ,,^' rales 4 , sic pec,, s tela .4 1 4 w s % 1 ,as '"g , , , a #lit ten sit„ P.;'Z°T,rry r F : efi- �t1"n h,^m w, e--'q.%„''''''44'44,;,(t;;, a t 'N 4 9 x uk at, Ukm s w h„aei,ii�+.a�+a4--tb' n• d. nt 0 22 x 3 SDWS22300D8 1% 190 ,_0 22'N 4!"';`.17: 5DWS2240008 1 , ; 2% '385 285,;v a x 215'" '4 '� 1,1 n 0,22x 5 I SDWS2250008 2% 405 290 290 1 290 195 I 0.22.x6 SDWS226000B 2e .405 365"i" 7 „365 ' iT 365 C 310 1 30 Iii, , 210 n.. 0.22 x 8 SDWS22800DB 28. 405 365 365 365 310 310 280 280 , 310 280 : 280 280 „ 0.22 x10 3 SDWS221000DB 2'/._ 405 365; , 365 _I µ_365._-., 310 ,� . IIJ i 1.Al applications are based on full penetration into the main member. , 6'min.end distance C nYn Mian fasteners Ful penetration is the screw length mhos the side member thickness. 2.Allowable bads are shown at the wool bad duration factor of Co•1.0.Loads maybe increased for bad duration per the building , " y►warn �y code up to a Cu•1.6.Tabulated values must be multiplied by all7.-E,..:,. ...., r•!!\\ applicable adjustment factors per the NDS. spacing requirements to achieve table bads: "� :} " Si-nit 4- Irk 3.6'Minimum fastenernce,l *eel I t l q staggered Me' w 6'end distance,wee'edge distance,%'between staggered rows of { +' ered fasteners,4'between non-staggered rows of fasteners and 8'between E 4 fig' i,i g i; ig t.. rate rows fasteners h a row. gig 411gg ,Iw 0.a tr +h'i ' 4.For h-service moisture content greater than 19%,use CM=0.7. L ,g' I? i14 z s n i® r 1 f w 5.Loads are based on Installation Into the side ran of the wood with s i. g 1,, w ! # I g i icy i„. the screw axis perpendicular to the face of the member, SDWS Timber Screw Spacing Requirements a R SDWS Timber Screw-Allowable Withdrawal Loads-Douglas 1.The tabulated reference withdrawal design value, ¢ 9 W,Is In pounds per inch of the thread penetration cx Hr-Larch, Southern Pine, Spruce-Pine-Fir and Hem-Hr Lumber into the side grain of the mainmember. 2.WNW.iS ated rnlerence a therawal design range, �"`l ''n ' ' 4 175,:,.%n t �C idr'8"'�at "�i{el�"y Aet@ Wim,a h Pounds where the entire thread length C ,(..E,,,/,,.. f fi f as e e a long °° r -:@_1. N4rw 't,�: Mi64111 lel rust penetrate into the side gran of the main member, t I t Q11. OF and SP 1Dr$m1"S DF and SP s ` 3.Tabulated reference withdrawal design values,W ie ;, r ,R ° andW ,are shown ataCp-1.O.Loads may be tic- �_;, fQ,;b, r: ..a w,. Main Member stn Minn -,w Main Member i t Flambee increased for bad duration per the building code up ESDWS2230008 ' 3 1% 164 151 I 245 ' 225 to a Co•1.6-Tabulated values must be multiplied O,. SDWS22400•r-'I ''4 �-. 235 r:. '- 179 �'-160 -,1.,.-' 425 ry 380- by al applicable adjustment factors from the NDS .,.. L. d as referenced h the IBC o IRC. C SDWS22500DB 1 5 235 214 187 590 I 495 4.Embedded thread length Is that portion held In the W SDWS2260008 1 6 24 214 ',' a 187 - 590 i 495 ! f main member Including the screw tip. O ( SDWS22800DB 8 23'i 214 187 590 495 5.Values are based on the lesser of withdrawal from the .0 _ + .,� r a '4r-177'46C-7 main member or pull-through of a 1'h'side member. .2 r SDW522100008 I 10 n 1 23'i ,, 214 187 _ w .__ 590 6,For In-seMce moisture content greater than 19%, V . .. use CM•0.7. y 292 1-d 12X12 O.T UIRDER dK L— _ _ 2 .: 8'-5" ZXI P.T.G;Iwutw I I 2 2X12 9'-9" —.'� 13 0 I } A5 I +�' j I ((3))2X10 �[(5 U�U (U 3 2X 12 O Q O 2 32. CEILING JOIST SCHEDULE: I I a N a JOIST SIZE/SPACING N 10'-0" 2) 2X8 H02 , 2XI2 P.T. LEDGER s 2X8 H02 ALL WOOD FRAMING SHALL BE CONSTRUCTED IN ACCORDANCE WITH NJFCN! 110 MPH EXPOSURE B GUIDE. ALL TJI FLOOR FRAMING SHALL BE ENGINEERED BY TRUSS MANUFACTURER AND CONTRACTOR SHALL CONSTRUCT FROM APPROVED SHOP DRAWINGS. CONTRACTOR SHALL COORDINATE DECK FOOTING LOCATIONS WITH DECK FRAMING ABOVE '....J s U i....... ...... -..------- C, ---- X c) _... ..... .... " LL TJI BLOCKING AT 48' O.C. FOR (2) FRAMING BAYS A e A3 A3 SECOND FLOOR FRAMING FLAT SCALE: 1/4' 2X4 WALL CONSTRUCTION TJI BLOCKING AT 48" O.C. FOR (2) FRAMING BAYS 10" DIA. CONC TUBE 0/ BF -20 'BIGFOOT' FOOTING - TYP. A B A3 A3 10' DIA. CONC TUBE 0/ BF -20 'BIGFOOT" /O % T � /' _ ` � �� FOOTING - TYP. I O I I 1 I 1 I I, WALL OPENING FOR DOOR ANCHOR BOLT SPACING SHALL BE 71' O.C. & ORIGINATE 12' FROM FOUNDATION CORNERS PER WFCM TABLE 4. ANCHOR BOLTS SHALL BE 5/8' DIAMETER GALVANIZED W/ 37371/4 • GALVANIZED WASHERS AND 7' EMBEDMENT. FOUNDATION CONCRETE SHALL BE 3,000 PSI MINIUUM. GARAGE SLAB CONCRETE SHALL BE 3,500 PSI MINIMUM,. F-] FOUNDATION NOTES F-] ElREFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION AND NOTES. 2. ONE STORY CONTINUOUS FOOTINGS SHALL BE A MINIMUM OF 16" WIDE, AND 12" DEEP. REINFORCE W/ (2) #5 BAR AT BOTTOM OF FOOTING. 3. TWO STORY CONTINUOUS FOOTINGS SHALL BE A MINIMUM OF 16" WIDE, AND 10" DEEP. REINFORCE WITH (2) #5 BAR AT BOTTOM OF FOOTING. 4. GARAGE FLOOR SLAB SHALL BE 4' THICK OVER 6' COMPACTED GRAVEL. 5. ALL EXTERIOR FOOTINGS TO HAVE 5/8' DIA. X 10" LONG ANCHOR BOLTS WITH WASHERS AT 48" APART, U.N.O. ALL FOOTING SILLS SHALL HAUL FULL BEARING ON THE FOOTING WALL OR SLAB AND SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" X 10' BOLTS EMBEDDED AT LEAST 7' INTO THE CONCRETE OR REINFORCED MASONRY OR 15" INTO UNREINFORCED GROUTED MASONRY. BOLTS SHALL BE SPACED NOT TO EXCEED 4' O.C. WITH BOLTS NOT OVER 12" FROM CUT END OF SILLS. 6. SHOT PINS: INSTALL AT ALL INTERIOR WALLS AND PARTITIONS 0.145' DIA. X 2.875' SHANK LENGTH WITH METAL PLATE WASHER AT 36" 0/C UNLESS INDICATED OTHERWISE IN SHEAR WALL SCHEDULE OR ON PLAN. EACH PIECE OF PLATE LONGER THAN 16" SHALL HAVE A MINIMUM OF TWO FASTENERS. AT EACH END OF EACH PIECE OF PLATE, PLACE ONE FASTENER AT 6' FROM THE END. AT EACH END OF EACH PIECE OF PLATE IN A WALL INDICATED AS SHEAR WALL PLACE TWO FASTENERS, ONE AT 6" AND bNE AT 10' FROM THE END. ALL NON-BEARING WALLS SHALL HAVE 7/32" DIA. SHOT PINS AT 48" APART, U.N.O. 7. ALL METAL HARDWARE SPECIFIED ON PLANS SHALL BE "SIMPSON" OR EQUAL IN STRUCTURAL DESIGN AND LOAD VALUE. 8. VERIFY LOCATION OF HOLDDOWNS AND POST ANCHORS WITH ROUGH FRAMING TO ASSURE PROPER AND ACCURATE INSTALLATION. 9. PROVIDE #3 REBAR DOWELS AT 24" O.C. AND 12" FROM CORNERS AT ALL CONCRETE STOOPS AND PORCHES. 10. PROVIDE 1 #4 REBAR "UFER" NEAR ELECTRICAL METER FOR GROUND. 11. CAULK MUDSILL TYPICAL AT PERIMETER OF BUILDING. 12. WOOD AND EARTH SEPARATION. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8" ABOVE THE ADJACENT FINISH GRADE. (SEC. 2907(A).) PROVIDE 18" CLEARANCE UNDER WOOD JOISTS AND 12" CLEARANCE UNDER WOOD GIRDERS. (SEC. 2517(C)2.) ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH AND SILLS WHICH REST ON CONCRETE OR MAkNRY FOUNDATIONS AND WOOD JOISTS CLOSER THAN 18', O� WOOD GIRDERS OR SUPPORTS CLOSER THAN 12' TO THE GROUND SHALL BE PRESSURE TREATED WOOD OR FOUNDATION GRADE REDWOOD. 13. NOT USED 14. MARK: COMMENT: INDICATES SPACING OF ANCHOR BOLTS. USE 5/8' DIAMETER VNO. 29. TYPICAL FLOOR SHEATHING: 3/4"" T&G CDX GRADE PLYWOOD, P.I. 32/16. BN: 10d AT 6" O.C. EN: 10d AT 6" O.C. FN: 10d AT 10" O.C. 30. TYPICAL ROOF SHEATHING: 1/2" CDX PLYWOOD P.I. 24/0. BN: 8d AT 6" O.C. EN. 8d AT 6" O.C. FN: 8d AT 12" O.C. USE CCX PLYWOOD AT EXPOSED EAVES. 31. HEADER SCHEDULE (UNO): FIRST FLOOR HEADER SIZE MAX. SPAN JACK STUDS (22X8 I L— _ _ 2 ' 8'-5" INDICATES I I 2 2X12 9'-9" ---------------------------- -------- -- ----, r-26' 2 I 8'-4" I +�' j I ((3))2X10 10'-6" INDICATES I I I 3 2X 12 I -12. I I I I 1 I I 2 32. CEILING JOIST SCHEDULE: I I I I I I DIA SOIL PIPE SLEEVE JOIST SIZE/SPACING 10'-0" A5 I O.C. I ELEV. TO SUPPORT 32.5' INVERT 15'-9" 2X6 AT 16" O.C. I 2X8 AT 16" I I STRUCTURAL SYMBOLS I INDICATES I I 8' THICK X 3'-8" HIGH I o ilo OF ROOF CONCRETE FOUNDATION WALL Q i INDICATES i W/ (2) V5 REBA2 AT TOP DIRECTION - AND BOTTOM OVER 16' WIDE INDICATES SPAN AND I i X 10' DEEP CONIC. FOOTING W/ OF CEILING JOISTS I I 2X4 KEYWAY 6 (2) $6 REBAR I I I I I 12' SQUARE CONC. PER COL. O/ 3'-0" X 3'-0' FOOTING 3.-0, PEI TO BOT OF SLAB ELEVJ I I I 9 4" THICK CONCETE SLAB o I I I A5 W/ 6X6 -WI4 X WI4 W.W.M. 0/ I o 71 71 i i 6' COMPACTED GRAVE - I I J 7I I I I I 4'-0' i I I i 4'-6' 23'-6" I I cp I I I I � � "/ i i ±0• 3'-0' X 3'-0' X12' DEEP CONC. FOOTING I I -12" AT COL. LOCATION i 4 I 12" WALL OPENING A5 r —i 1 1 FOR D002 - SEE ELEVATION I 3'-0" X j 3'-0' X IT DEEP CONIC. FOOTING AT COL, LOCATION I __j+0 +0 +Q r _._ ANCHOR BOLT SPACING SHALL BE 71' O.C. & ORIGINATE 12' FROM FOUNDATION CORNERS PER WFCM TABLE 4. ANCHOR BOLTS SHALL BE 5/8' DIAMETER GALVANIZED W/ 37371/4 • GALVANIZED WASHERS AND 7' EMBEDMENT. FOUNDATION CONCRETE SHALL BE 3,000 PSI MINIUUM. GARAGE SLAB CONCRETE SHALL BE 3,500 PSI MINIMUM,. F-] FOUNDATION NOTES F-] ElREFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION AND NOTES. 2. ONE STORY CONTINUOUS FOOTINGS SHALL BE A MINIMUM OF 16" WIDE, AND 12" DEEP. REINFORCE W/ (2) #5 BAR AT BOTTOM OF FOOTING. 3. TWO STORY CONTINUOUS FOOTINGS SHALL BE A MINIMUM OF 16" WIDE, AND 10" DEEP. REINFORCE WITH (2) #5 BAR AT BOTTOM OF FOOTING. 4. GARAGE FLOOR SLAB SHALL BE 4' THICK OVER 6' COMPACTED GRAVEL. 5. ALL EXTERIOR FOOTINGS TO HAVE 5/8' DIA. X 10" LONG ANCHOR BOLTS WITH WASHERS AT 48" APART, U.N.O. ALL FOOTING SILLS SHALL HAUL FULL BEARING ON THE FOOTING WALL OR SLAB AND SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" X 10' BOLTS EMBEDDED AT LEAST 7' INTO THE CONCRETE OR REINFORCED MASONRY OR 15" INTO UNREINFORCED GROUTED MASONRY. BOLTS SHALL BE SPACED NOT TO EXCEED 4' O.C. WITH BOLTS NOT OVER 12" FROM CUT END OF SILLS. 6. SHOT PINS: INSTALL AT ALL INTERIOR WALLS AND PARTITIONS 0.145' DIA. X 2.875' SHANK LENGTH WITH METAL PLATE WASHER AT 36" 0/C UNLESS INDICATED OTHERWISE IN SHEAR WALL SCHEDULE OR ON PLAN. EACH PIECE OF PLATE LONGER THAN 16" SHALL HAVE A MINIMUM OF TWO FASTENERS. AT EACH END OF EACH PIECE OF PLATE, PLACE ONE FASTENER AT 6' FROM THE END. AT EACH END OF EACH PIECE OF PLATE IN A WALL INDICATED AS SHEAR WALL PLACE TWO FASTENERS, ONE AT 6" AND bNE AT 10' FROM THE END. ALL NON-BEARING WALLS SHALL HAVE 7/32" DIA. SHOT PINS AT 48" APART, U.N.O. 7. ALL METAL HARDWARE SPECIFIED ON PLANS SHALL BE "SIMPSON" OR EQUAL IN STRUCTURAL DESIGN AND LOAD VALUE. 8. VERIFY LOCATION OF HOLDDOWNS AND POST ANCHORS WITH ROUGH FRAMING TO ASSURE PROPER AND ACCURATE INSTALLATION. 9. PROVIDE #3 REBAR DOWELS AT 24" O.C. AND 12" FROM CORNERS AT ALL CONCRETE STOOPS AND PORCHES. 10. PROVIDE 1 #4 REBAR "UFER" NEAR ELECTRICAL METER FOR GROUND. 11. CAULK MUDSILL TYPICAL AT PERIMETER OF BUILDING. 12. WOOD AND EARTH SEPARATION. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8" ABOVE THE ADJACENT FINISH GRADE. (SEC. 2907(A).) PROVIDE 18" CLEARANCE UNDER WOOD JOISTS AND 12" CLEARANCE UNDER WOOD GIRDERS. (SEC. 2517(C)2.) ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH AND SILLS WHICH REST ON CONCRETE OR MAkNRY FOUNDATIONS AND WOOD JOISTS CLOSER THAN 18', O� WOOD GIRDERS OR SUPPORTS CLOSER THAN 12' TO THE GROUND SHALL BE PRESSURE TREATED WOOD OR FOUNDATION GRADE REDWOOD. 13. NOT USED 14. MARK: COMMENT: INDICATES SPACING OF ANCHOR BOLTS. USE 5/8' DIAMETER VNO. 29. TYPICAL FLOOR SHEATHING: 3/4"" T&G CDX GRADE PLYWOOD, P.I. 32/16. BN: 10d AT 6" O.C. EN: 10d AT 6" O.C. FN: 10d AT 10" O.C. 30. TYPICAL ROOF SHEATHING: 1/2" CDX PLYWOOD P.I. 24/0. BN: 8d AT 6" O.C. EN. 8d AT 6" O.C. FN: 8d AT 12" O.C. USE CCX PLYWOOD AT EXPOSED EAVES. 31. HEADER SCHEDULE (UNO): FIRST FLOOR HEADER SIZE MAX. SPAN JACK STUDS (22X8 6'-10" L— _ _ 2 (2 2X10 8'-5" INDICATES 2 2 2X12 9'-9" OR SHELF 2 (3)2X8 8'-4" SOFFIT 2 ((3))2X10 10'-6" INDICATES 2 3 2X 12 12'-2" FRAMING 2 32. CEILING JOIST SCHEDULE: BEARING MAX. SPAN JOIST SIZE/SPACING 10'-0" 2X4 AT 16" O.C. SLOPE 15'-9" 2X6 AT 16" O.C. 19'-9" 2X8 AT 16" O.C. STRUCTURAL SYMBOLS INDICATES SPAN AND DIRECTION OF ROOF TRUSS INDICATES SPAN AND DIRECTION OF CONVENTIONAL FRAMING INDICATES SPAN AND DIRECTION OF CEILING JOISTS � INDICATES SLOPING CEILING AREA L— _ _ INDICATES SOFFIT F 7v = OR SHELF INDICATES SOFFIT AND SHELF INDICATES CALIFORNIA FRAMING INDICATES BEARING WALL INDICATES CEILING E� FLAT SLOPE SCOP REVISION: DATE WARK fAcDOWELL, AIA CALIFORNIA MASSACHUSETTS CONNECTICUT -32071 1 IN LAWAPARTMENT FOR: Dan Gent 0 Cocheset Path Iff. Yarmouth, MA 02673 SHEET TITLE FOUNDATION PLAN TOWN OF yjqT *,j TH REVIEWED FOR BUILDING AND ,?OMNG CODE"COMPLI- ANCE. ERRORS OR Ob`..IISS104S DG NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT" COMPLIANCE, M DATE: ❑ W - Y ILDING OFFICIAL U W 2 A CERTIFIED AS BUILT IS REQUIRED L BEFORE FINAL INSPECTION I FILE PROJECT NO.: 2017-02 SHEET NO. �f0 (O G/ESeAl 7 /9T1f- /�C%)' /y 00a66z tA3B A9 SCALE. 1/4' 1'-0' .�� 30 YEAR ASPNAL SELF SEAL SHINGLE O/ (2) LAYERS 15st ASPHALT FELT PAPER ALUM. GUTTER 6 DOWNSPOUT AS SHOWN - TIE INTO (E) UNOERGROLNO SUMP F-] FRAMING NOTES F7 F I ALL BEAMS TO BE SUPPORTED WITH FULL BEARING AND SHALL HAVE SIMPSON PC'S MINIMUM OR EQUAL, UNO. 2. ALL NAILING IS TO BE PER 780 CMR TABLE 5602.3(1) OF THE MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION. 3. TOP PLATES OF ALI STUD WALLS SHALL BE (2) PIECES THE SAME SIZE AS STUDS. SSPLICES TO LAP 4'-0" MINIMUM. 4. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/ (10) 16d AND 4'-0" SPLICE, UNO. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY DETAILED, 6. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS, RAFTERS AND TRUSSES AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND FULL DEPTH OF THE JOIST OR RAFTER. 7. PROVIDE DOUBLE FLOOR JOISTS UNDER INTERIOR WALLS PARALLEL WITH FRAMING. 8. PROVIDE SOLID BLOCKING UNDER INTERIOR WALLS PERPENDICULAR WITH FRAMING. 9. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. 10. PROVIDE STANDARD JOIST HANGERS AT ALL JOISTS TO FLUSH FRAMING, UNO. 11. ALL FLUSH FRAMED BEAMS TO BE HUNG FROM FLUSH FRAMING WITH SIMPSON HU'S HANGERS UNO. 12. PROVIDE 4 X 4 POST AT ALL PA, ST, & HD H OLD OWNS. 13. PROVIDE 4 X 4 POSTS AT EACH END OF 4 X 10 OR LARGER MEMBERS; (2 2 X 4 STUDS AT EACH END OF 4 X 8 R SMALLER MEMBERS, UNO. 14. AT CALIFORNIA FRAMING USE 2 X 6 RAFTERS AT 16" O.C. , MAXIMUM SPAN IS 9'-0". 15. ALL SHEAR WALL PLYWOOD SHALL EXTEND FROM BOTTOM OF SILL PLATE TO TOP OF PLATE OR ROOF PLATE LINE, WHICHEVER IS GREATER. 16. ALL MICROLAM DBL JOISTS TO BE FASTENED WITH 2 ROWS OF 16d NAILS AT 12" O.C. UNO. 17. ALL (3) 2 X OR MORE JOISTS & (3) MICRO -LAMS OR MORE TO BE FASTENED WITH 1/2" DIAMETER MACHINE BOLTS AT 18" O.C. STAGGERDED, UNO. 18. O INDICATES LOCATION OF SPECIFIC BEAM OR FRAMING MEMBER CALCULATIONS IN STRUCTURAL CALCS (FOR BLD. DEPT. REFERENCE ONLY). 19. PROVIDE PURIN,SAME SIZE AS RAFTERS,WITH 2X4 BRACES AT 48" O.C. TO ADJACENT STRUCTURAL BEAMS AND BEARING PARTITIONS. 20. BRACES SHALL BE A MINIMUM OF 45 DEGREES FROM HORIZONTAL. 21. PROVIDE MIN. 2X4 RAFTER TIES AT 48" O.C. FOR MAXIMUM LENGTH OF 8 FEET,OTHERWISE USE 2X6 TIES AT 48" O.C. 22. BRACE HIP AND RIDGE MEMBERS TO ADJACENT STRUCTURAL BEAMS AND BEARING PARTITIONS. 23. ALL STUDS TO BE W.C.D.F. #2 OR BETTER. 24. PROVIDE MULTIPLE FULL BEARING STUDS AT LOCATIONS WHERE ROOF BRACES ARE KICKED. 25. PROVIDE MULTIPLE FULL BEARING STUDS UNDER MULTI -STUDS AND POSTS ABOVE. 26. PROVIDE DOUBLE TRIMMERS UNDER 4X10 AND LARGER BEAMS, U.N.O. 27. ALL STRUCTURAL DRYWALL SHEAR PANELS MUST BE PRE -HUNG PRIOR TO FURRING AND TO BE EDGED NAILED AT TOP AND BOTTOM PLATES. 28. PROVIDE "MSB" UNDER DOUBLE JOISTS. 29. TYPICAL FLOOR SHEATHING: 3/4"" T&G COX GRADE PLYWOOD, P.I. 32/16. BN: 10d AT 6" O.C. EN: 10d AT 6" O.C. FN: 10d AT 10" O.C. 30. TYPICAL ROOF SHEATHING: 1/2" COX PLYWOOD P.I. 24/0. BN: Sd AT 6" O.C. EN. 8d AT 6" O.C. FN: 8d AT 12" O.C. USE CCX PLYWOOD AT EXPOSED EAVES. 31. HEADER SCHEDULE (UNO): FIRST FLOOR HEADER SIZE MAX. SPAN JACK STUDS (2)2X8 6'-10" 2 (2)2X10 W-5" 2 (2)2X12 9'-9" 2 (32X8 W-4" 2 (3 2X10 10'-6" 2 (3 2X12 12'-2" 2 32. CEILING JOIST SCHEDULE: MAX. SPAN JOIST SIZE/SPACING CALIFORNIA 10'-0" 2X4 AT 16" O.C. 15'-9" 2X6 AT 16" O.C. BEARING 19'-9" 2X8 AT 16" O.C. WALL STRUCTURAL SYMBOLS INDICATES SPAN AND DIRECTION OF ROOF TRUSS INDICATES SPAN AND DIRECTION OF CONVENTIONAL FRAMING INDICATES SPAN AND DIRECTION OF CEILING JOISTS REVISION : DATE ............ m .. . CALIFORNIA MASSACHUSETTS CONNECTICUT 320 88 - IN LAW APARTMENT FOR; Wan Genf 40 Cocheset Path W. Yarmouth, MA 02673 SHEET TITLE: ROOF FRA 1401MG an nE PLANU 1�1111111111i'llvll� I 1� I : I I PROJECT NO. : SHEET NO. : 4 } M W Y U W I U INDICATES SLOPING CEILING AREA INDICATES SOFFIT OR SHELF INDICATES SOFFIT AND SHELF I INDICATES CALIFORNIA I < FRAMING INDICATES BEARING WALL Uso-vFF INDICATES CEILING ILLAAT SLOPE S�-OP REVISION : DATE ............ m .. . CALIFORNIA MASSACHUSETTS CONNECTICUT 320 88 - IN LAW APARTMENT FOR; Wan Genf 40 Cocheset Path W. Yarmouth, MA 02673 SHEET TITLE: ROOF FRA 1401MG an nE PLANU 1�1111111111i'llvll� I 1� I : I I PROJECT NO. : SHEET NO. : 4 } M W Y U W I U 4-TOT8142ul, A 28'-0 ------------------------q I I I a I I I I I 1 I I I I FEET FIRST FLOOR PLAN 5G.ALE. 114" - I' -U' RKS REVISION : . . ...... ... DATE ARA RK McDOLyELL IA I CALIFORNIA MASSACHUSETTS CONNECTICUT 5-32071 IN LAW APARTMENT FOR: Dan Gent 40 Cocheset Path W. Yarmouth, FlJA 02673 HEET TITLE: SFLOOR PLANS PROJECT NO. SHEET NO.: FMA` ID W X U W S U M Q 0 DOOR & WINDOW SCHEDULE SYN. MANUFACTURER MODEL • HARDWARE ROUGH OPENING EXT. COLOR INT. COLOR GRILLS 1 ANDERSEN TW20310 BRASS 2-2-118" X 4t -O -7/r' WHITE WHITE 6/6 INT. & EXT. 2 ANDERSEN CN235 BRASS 3t-5-1/4" X 3t --5-31r' WHITE W41TE 6 LITE INT do EXT. 3 ANDERSEN TW2446 BRASS 2-6-118" X 4t-8-7/8" WHITE WH1TE 6/6 INT. & EXT. 4 ANDERSEN AW251 BRASS 2=8" X 2=4-7/8" WHITE W41TE 4 LITE INT. & EXT. A SIMPSON 3066 FlRE DOOR BRASS 3L-2# X 6#-8-112" W41TE 6 PANEL B SIMPSON 2066 BRASS 2t-2' X 6t-8- 112" WHITE 6 PANEL C SIMPSON 2866 BRASS 2L-10" X 6L-8-1/7' WHITE 6 PANEL p SIMPSON 1666 BRASS 1=8" X 6_8-1/2" WHITE 6 PANEL RKS REVISION : . . ...... ... DATE ARA RK McDOLyELL IA I CALIFORNIA MASSACHUSETTS CONNECTICUT 5-32071 IN LAW APARTMENT FOR: Dan Gent 40 Cocheset Path W. Yarmouth, FlJA 02673 HEET TITLE: SFLOOR PLANS PROJECT NO. SHEET NO.: FMA` ID W X U W S U M Q 0 DOOR & WINDOW SCHEDULE SYN. MANUFACTURER I MODEL HARDWARE ROUGH OPENING EXT. COLOR INT. COLOR GRILLS REMj E SIMPSON 2666 BRASS 2L-8" X 6'-8-112" WHITE WHITE 6/6 MT. do EXT. F SIMPSON 2066 BRASS 2L-2" X 6t-8-112" WHITE WHITE 6 LITE INT & EXT. C ANDERSEN FM 8068L BRASS 81-0" X 6=8" WHITE WHITE 20 LITES INT. & EXT. GRILLES H SIMPSON 5066 BRASS 5L-2" X 6'-8- 112" WHITE WHITE 3 PANEL J CRAFTWAN SDL 3068 BRASS 3L-2' X 6t-10-1/2" MAHOGANY MAHOGANY 6 LITE W/ DENTIL SHELF K CLOPAY CANYON BLACK 8=0" X 7=0" WALNUT MAHOGANY 6 LITE WALNUT DESIGN 12 W/ S024 L MASONITE 46187 BRASS 3L-2" X 6,-10-11z, T- WHITE WHITE 9 LITE VERIFY ROUGH OPENING RKS REVISION : . . ...... ... DATE ARA RK McDOLyELL IA I CALIFORNIA MASSACHUSETTS CONNECTICUT 5-32071 IN LAW APARTMENT FOR: Dan Gent 40 Cocheset Path W. Yarmouth, FlJA 02673 HEET TITLE: SFLOOR PLANS PROJECT NO. SHEET NO.: FMA` ID W X U W S U M Q 0 5 TOP PLATE 2X4 WALL CONSTRUCTION W/ SPRAY -IN CLOSED POLYURETHANE INSLLATION lIIVI'I�I �I�I�nIY 6'-10" SLOPING 2 CEILING AREA 8'-5" o. ((2))2X10 2 2X12 1/2' COX PLYWOOD SOFFIT 2 (3)2X8 8'-4" SHEATHING 2 (3)2X10 10'-6" AND SHELF 2 (3)2X12 12'-2" 12 2 2XIO RAFTERS AT SCHEDULE: INDICATES MAX. SPAN 16O.C. WALL 10'-0" 2X4 AT 16" O.C. 15'-9" 2X6 AT 16" O.C. 2X8 CEILING JOISTS AT 19'-9" 2X8 AT 16" O.C. A IC 16" O.C. 5 I-3/4' X 9-1/4" LVL 2-38 SPRAY -ON POLYLRETHANE SCOP FLUSH BEAM A T INSULATION OF ROOF LIVING ROOM: INDICATES SPAN AND DIRECTION OF 2X4 WALL CONSTRUCTION ' INDICATES SPAN AND W/ SPRAY -IN POLYURETHANE DIRECTION OF CEILING INSULATION JOISTS 22' X 48' ROUGH OPENING FOR ATTIC `r DINING STAIR - COORD W1 CLOSET `* MANUF CO 15 A5 12 5 14 A5 1 1 � \� 16 I -I/4' T.J.I. FLOOR WI4X30 STEEL A5 JOISTS AT 16' O.C. BEAM -SEE FRAMING PLAN GARAGE o. (3) 2XI2 STAIR 4 STRINGERS A5 2X4 P.T.D.F. SOLE , / PLATE (TYP.) 1 1 1 " 8THICK CONC. WALL 4 THICK CONCRETE SLAB W/(2) 45 REBAR AT TOP W/ 6X6 10/10 W.W.M. BOTTOM 0/ 6' COMPACTED GRAVEL r � 16' WIDE X 10' DEEP CONC. FOOTING W/ (2) #5 REBAR AT BOT. 5 TOP PLATE 2X4 WALL CONSTRUCTION W/ SPRAY -IN CLOSED POLYURETHANE INSLLATION lIIVI'I�I �I�I�nIY 12 7 F11 2X4 STRONG -BACK 12'-Q"• •BEDROOM W14X43 STEEL ` FRAMING - I FLOOR W14X30 STEELBEAM - SEE JOISTS- O.C. FRAMING PLAN 8' THICK CONC, WALL W10 45 REBAR AT TOP 6 BOTTOM 16' WIDE X 10' DEEP CONC, FOOTING W/ (2) #5 2EBAR AT BOT. TION GARAGE 4" THICK CONCRETE SLAB W/ 6X6 10/10 W.W.M. 0/ 6' COMPACTED GRAVEL mrrlo� 1/2' COX PLYWOOD SHEATHING 2X10 RAFTERS AT 16' O.C. 2X8 CEILING JOISTS AT 16' O.C. 2-38 SPRAY ON POLYLRETHANE INSLAA TION CO FRAMING NOTES 1aALL BEAMS TO BE SUPPORTED WITH FULL BEARING AND SHALL HAVE SIMPSON PC'S MINIMUM OR EQUAL, LINO. 2. ALL NAILING IS TO BE PER 780 CMR TABLE 5602.3(1) OF THE MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION. 3. TOP PLATES OF ALI STUD WALLS SHALL BE (2) PIECES THE SAME SIZE AS STUDS. SSPLICES TO LAP 4'-0" MINIMUM. 4. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/ (10) 16d AND 4'-0" SPLICE, LINO. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY DETAILED. 6. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS, RAFTERS AND TRUSSES AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND FULL DEPTH OF THE JOIST OR RAFTER. 7. PROVIDE DOUBLE FLOOR JOISTS UNDER INTERIOR WALLS PARALLEL WITH FRAMING. 8. PROVIDE SOLID BLOCKING UNDER INTERIOR WALLS PERPENDICULAR WITH FRAMING. 9. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. 10. PROVIDE STANDARD JOIST HANGERS AT ALL JOISTS TO FLUSH FRAMING, UNO. 11. ALL FLUSH FRAMED BEAMS TO BE HUNG FROM FLUSH FRAMING WITH SIMPSON HU'S HANGERS UNO. 12. PROVIDE 4 X 4 POST AT ALL PA, ST, & HD HOLDOWNS. 13. PROVIDE 4 X 4 POSTS AT EACH END OF 4 X 10 OR LARGER MEMBERS; (2) 2 X 4 STUDS AT EACH END OF 4 X 8 OR SMALLER MEMBERS, LINO. 14. AT CALIFORNIA FRAMING USE 2 X 6 RAFTERS AT 16" O.C. , MAXIMUM SPAN IS 9'-0". 15. ALL SHEAR WALL PLYWOOD SHALL EXTEND FROM BOTTOM OF SILL PLATE TO TOP OF PLATE OR ROOF PLATE LINE, WHICHEVER IS GREATER. 16. ALL MICROLAM DBL JOISTS TO BE FASTENED WITH 2 ROWS OF 16d NAILS AT 12" O.C. UNO. 17. ALL (3) 2 X OR MORE JOISTS & (3) MICRO -LAMS OR MORE TO BE FASTENED WITH 1/2" DIAMETER MACHINE BOLTS AT 18" O.C. STAGGERDED, UNO. 18. O INDICATES LOCATION OF SPECIFIC BEAM OR FRAMING MEMBER CALCULATIONS IN STRUCTURAL CALCS (FOR BLD. DEPT. REFERENCE ONLY). 19. PROVIDE PURIN,SAME SIZE AS RAFTERS,WITH 2X4 BRACES AT 48" O.C. TO ADJACENT STRUCTURAL BEAMS AND BEARING PARTITIONS. 20. BRACES SHALL BE A MINIMUM OF 45 DEGREES FROM HORIZONTAL. 21. PROVIDE MIN. 2X4 RAFTER TIES AT 48" O.C. FOR MAXIMUM LENGTH OF 8 FEET,OTHERWISE USE 2X6 TIES AT 48" O.C. 22. BRACE HIP AND RIDGE MEMBERS TO ADJACENT STRUCTURAL BEAMS AND BEARING PARTITIONS. 23. ALL STUDS TO BE W.C.D.F. #2 OR BETTER. 24. PROVIDE MULTIPLE FULL BEARING STUDS AT LOCATIONS WHERE ROOF BRACES ARE KICKED. 25. PROVIDE MULTIPLE FULL BEARING STUDS UNDER MULTI -STUDS AND POSTS ABOVE. 26. PROVIDE DOUBLE TRIMMERS UNDER 4X10 AND LARGER BEAMS, U.N.O. 27. ALL STRUCTURAL DRYWALL SHEAR PANELS MUST BE PRE -HUNG PRIOR TO FURRING AND TO BE EDGED NAILED AT TOP AND BOTTOM PLATES. 28. PROVIDE "MSB" UNDER DOUBLE JOISTS. 29. TYPICAL FLOOR SHEATHING: 3/4"" T&G CDX GRADE PLYWOOD, P.I. 32/16. BN: 10d AT 6" O.C. EN: 10d AT 6" O.C. FN: 10d AT 10" O.C. 30. TYPICAL ROOF SHEATHING: 1/2" CDX PLYWOOD P.I. 24/0. BN: 8d AT 6" O.C. EN. 8d AT 6" O.C. FN: 8d AT 12" O.C. USE CCX PLYWOOD AT EXPOSED EAVES. 31. HEADER SCHEDULE (UNO): FIRST FLOOR HEADER SIZE MAX. SPAN JACK STUDS (2)2X8 6'-10" SLOPING 2 CEILING AREA 8'-5" o. 12 7 F11 2X4 STRONG -BACK 12'-Q"• •BEDROOM W14X43 STEEL ` FRAMING - I FLOOR W14X30 STEELBEAM - SEE JOISTS- O.C. FRAMING PLAN 8' THICK CONC, WALL W10 45 REBAR AT TOP 6 BOTTOM 16' WIDE X 10' DEEP CONC, FOOTING W/ (2) #5 2EBAR AT BOT. TION GARAGE 4" THICK CONCRETE SLAB W/ 6X6 10/10 W.W.M. 0/ 6' COMPACTED GRAVEL mrrlo� 1/2' COX PLYWOOD SHEATHING 2X10 RAFTERS AT 16' O.C. 2X8 CEILING JOISTS AT 16' O.C. 2-38 SPRAY ON POLYLRETHANE INSLAA TION CO FRAMING NOTES 1aALL BEAMS TO BE SUPPORTED WITH FULL BEARING AND SHALL HAVE SIMPSON PC'S MINIMUM OR EQUAL, LINO. 2. ALL NAILING IS TO BE PER 780 CMR TABLE 5602.3(1) OF THE MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION. 3. TOP PLATES OF ALI STUD WALLS SHALL BE (2) PIECES THE SAME SIZE AS STUDS. SSPLICES TO LAP 4'-0" MINIMUM. 4. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/ (10) 16d AND 4'-0" SPLICE, LINO. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY DETAILED. 6. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS, RAFTERS AND TRUSSES AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND FULL DEPTH OF THE JOIST OR RAFTER. 7. PROVIDE DOUBLE FLOOR JOISTS UNDER INTERIOR WALLS PARALLEL WITH FRAMING. 8. PROVIDE SOLID BLOCKING UNDER INTERIOR WALLS PERPENDICULAR WITH FRAMING. 9. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. 10. PROVIDE STANDARD JOIST HANGERS AT ALL JOISTS TO FLUSH FRAMING, UNO. 11. ALL FLUSH FRAMED BEAMS TO BE HUNG FROM FLUSH FRAMING WITH SIMPSON HU'S HANGERS UNO. 12. PROVIDE 4 X 4 POST AT ALL PA, ST, & HD HOLDOWNS. 13. PROVIDE 4 X 4 POSTS AT EACH END OF 4 X 10 OR LARGER MEMBERS; (2) 2 X 4 STUDS AT EACH END OF 4 X 8 OR SMALLER MEMBERS, LINO. 14. AT CALIFORNIA FRAMING USE 2 X 6 RAFTERS AT 16" O.C. , MAXIMUM SPAN IS 9'-0". 15. ALL SHEAR WALL PLYWOOD SHALL EXTEND FROM BOTTOM OF SILL PLATE TO TOP OF PLATE OR ROOF PLATE LINE, WHICHEVER IS GREATER. 16. ALL MICROLAM DBL JOISTS TO BE FASTENED WITH 2 ROWS OF 16d NAILS AT 12" O.C. UNO. 17. ALL (3) 2 X OR MORE JOISTS & (3) MICRO -LAMS OR MORE TO BE FASTENED WITH 1/2" DIAMETER MACHINE BOLTS AT 18" O.C. STAGGERDED, UNO. 18. O INDICATES LOCATION OF SPECIFIC BEAM OR FRAMING MEMBER CALCULATIONS IN STRUCTURAL CALCS (FOR BLD. DEPT. REFERENCE ONLY). 19. PROVIDE PURIN,SAME SIZE AS RAFTERS,WITH 2X4 BRACES AT 48" O.C. TO ADJACENT STRUCTURAL BEAMS AND BEARING PARTITIONS. 20. BRACES SHALL BE A MINIMUM OF 45 DEGREES FROM HORIZONTAL. 21. PROVIDE MIN. 2X4 RAFTER TIES AT 48" O.C. FOR MAXIMUM LENGTH OF 8 FEET,OTHERWISE USE 2X6 TIES AT 48" O.C. 22. BRACE HIP AND RIDGE MEMBERS TO ADJACENT STRUCTURAL BEAMS AND BEARING PARTITIONS. 23. ALL STUDS TO BE W.C.D.F. #2 OR BETTER. 24. PROVIDE MULTIPLE FULL BEARING STUDS AT LOCATIONS WHERE ROOF BRACES ARE KICKED. 25. PROVIDE MULTIPLE FULL BEARING STUDS UNDER MULTI -STUDS AND POSTS ABOVE. 26. PROVIDE DOUBLE TRIMMERS UNDER 4X10 AND LARGER BEAMS, U.N.O. 27. ALL STRUCTURAL DRYWALL SHEAR PANELS MUST BE PRE -HUNG PRIOR TO FURRING AND TO BE EDGED NAILED AT TOP AND BOTTOM PLATES. 28. PROVIDE "MSB" UNDER DOUBLE JOISTS. 29. TYPICAL FLOOR SHEATHING: 3/4"" T&G CDX GRADE PLYWOOD, P.I. 32/16. BN: 10d AT 6" O.C. EN: 10d AT 6" O.C. FN: 10d AT 10" O.C. 30. TYPICAL ROOF SHEATHING: 1/2" CDX PLYWOOD P.I. 24/0. BN: 8d AT 6" O.C. EN. 8d AT 6" O.C. FN: 8d AT 12" O.C. USE CCX PLYWOOD AT EXPOSED EAVES. 31. HEADER SCHEDULE (UNO): FIRST FLOOR HEADER SIZE MAX. SPAN JACK STUDS (2)2X8 6'-10" SLOPING 2 CEILING AREA 8'-5" 2 ((2))2X10 2 2X12 91-9.1 SOFFIT 2 (3)2X8 8'-4" 2 (3)2X10 10'-6" AND SHELF 2 (3)2X12 12'-2" CALIFORNIA 2 32. CEILING JOIST SCHEDULE: INDICATES MAX. SPAN JOIST SIZE/SPACING WALL 10'-0" 2X4 AT 16" O.C. 15'-9" 2X6 AT 16" O.C. 19'-9" 2X8 AT 16" O.C. INDICATES STRUCTURAL SYMBOLS E� FLAT INDICATES SPAN AND SCOP DIRECTION OF ROOF TRUSS INDICATES SPAN AND DIRECTION OF CONVENTIONAL FRAMING INDICATES SPAN AND DIRECTION OF CEILING JOISTS IN LAW APARTMENT FOR: Dan Gent 40 Cocheset Path W. Yarmouth, MvA 02673 HEET TITLE: SSECTIOMS PROJECT NO. SHEET NO. : INDICATES SLOPING CEILING AREA MARK INDICATES SOFFIT AIA OR SHELF CALIFORNIA INDICATES SOFFIT CONNECTICUT AND SHELF INDICATES CALIFORNIA ' FRAMING ....VI/ A/fQ�ld'. t will##a r �rrr w iurvw INDICATES BEARING WALL INDICATES CEILING E� FLAT SLOPE SCOP IN LAW APARTMENT FOR: Dan Gent 40 Cocheset Path W. Yarmouth, MvA 02673 HEET TITLE: SSECTIOMS PROJECT NO. SHEET NO. : MARK Mi. cDO WELL I AIA CALIFORNIA MASSACHUSETTS CONNECTICUT 1 r.....,. f,< ,.. 4 ...Nrisf.1....Sree1, - ...... ....VI/ A/fQ�ld'. t will##a r �rrr w iurvw 508-385-3207; IN LAW APARTMENT FOR: Dan Gent 40 Cocheset Path W. Yarmouth, MvA 02673 HEET TITLE: SSECTIOMS PROJECT NO. SHEET NO. : ALUM. DOWN IX8 F4 IX6 Fie W.C. SH ASPHAL' 5" MAX IX6 C09 POURED STOOP IR• 'Jil' W00r) V I I I I I I I I I I I I I I rL-------------------- --------------------- -1- ----�--J� ------------------ -----------L---------------------- 30 YEAR ASPHALT SELF -SEAL SHINGLE ni (*2) ► e YFPs nF MFFW� ■lej I I I L------------------------------------------------------------------- I I I I I I I I I I I I I I I 1 I I I I I I I I L ----J L--� J FAI I\Li r7-----------, rJ------- I I I I I I '----------------- -1 ----------- I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ,� W.C. SHINGLES 0/ 15= ASPHALT FELT PAPER 5' MAX COURSE Mrc-4� BOT. OF I 10 I I I I I---------------------------------J, ----; L--------------------------------------------------------� 147119WA t- 4M I/�jffd m►ild� ✓C POST AS SHOWN G OGANY .CK FRAMING ?AMING PLAN REVISION: I DATE ELEVATIONS In w MARK U cD0 WELL 1U i uj i } CALIFORNIA � MASSACHUSETTS i y : y CONNECTICUT F :: I ........................P> ................. . Q c---1., .IliA......nAQ9e: rv�rrrrrr� r►rrr w, . ....... 508485-3207: f ,J I�-j t Mrc-4� BOT. OF I 10 I I I I I---------------------------------J, ----; L--------------------------------------------------------� 147119WA t- 4M I/�jffd m►ild� ✓C POST AS SHOWN G OGANY .CK FRAMING ?AMING PLAN REVISION: I DATE IN LAW APARTMENT FOR: Dan Gent I40 Cocheset Path W. Yarmouth, F�9A 02673 SHEET TITLE: ELEVATIONS In 0W MARK U cD0 WELL 1U i AIA i } CALIFORNIA MASSACHUSETTS ? MASS. may : y CONNECTICUT F :: I ........................P> ................. . Q c---1., .IliA......nAQ9e: rv�rrrrrr� r►rrr w, 508485-3207: f IN LAW APARTMENT FOR: Dan Gent I40 Cocheset Path W. Yarmouth, F�9A 02673 SHEET TITLE: ELEVATIONS In 0W V U W 1U Mc ? MASS. may MSG 1 Q PROJECT NO.: 2017-02 SHEET NO. 2X4 P.r.D.F• SILL 30 YEAR ASPHALT SELF SEAL CONTINUOUS TOP PLATEZ--\REVISION ; DATE PLATE SHINGLE O/ 15# ASPHALT FELT PAPER - TYPE A - - _ - _ - EM DEPT. SUBWTTAL 6X6 P.T.D.F. POST AS SHOWN .: , ..:.. :., ..... ::. _ . .' ,. .: ., `, ..; _ , ' .." _ .•r•—•-. •— _ � 36 CORSE ICE �' WATER _ _ T _ T _ _ . . _ _ .� _ �..._ ^ _ -_ —.•�'� } �._ . $� ;.$� $ ,.$', ;.' •:: . $�e.':$�-...$�. � NI SHIELD AT EA 1° APPROVED 3/4" o, o, o, moo..: o a o ab o a o�CQ• o q, o ��p�p�p��Zfn.�r[ .,:: o ° ,o o, o, a• 0 00'.,��pp- o� o,�qp- oma 0 p.� IXIO PAINTED WOOD I° •. . . . . . . . --------- PVC DECKING nr� ,,R _�[ . ;: •.. • .:. : nn�Rp.�Gar�[ap�ZSnn0.Rp.�� FASCIA 12 ------- ---- ,� ° •r�• T•r 1° 6' COMPACTED �' OVERHANG III I I 1 (2) 2X12 P.T.O.F. ° GRAVEL : ' •' • :: -� - .. 4 THICK CONCRETE = xy „_ CONTINUOUS (2) 1-3/4' X I ° I • I ° DECK RIM JOIST ° 6X6 P.T•O.F. POST AS SLAB BEARING ON y 9-I/4' LVL HEADER ° I • I • I I • I I • I • I ° SHOWN - PAINTED (4) tt5 VERTICAL :' -• ' . CONIC • PIED AS SHOWN �'� III I I REBAR AS o ° �' FASTEN SHEATHING TO I•I•I• III I I I I I 2XI2 P.T.D.F. DECK 0 ^ ° °O LCB66 ANCHOR AS SHOWN SHOWN ' ` ' _ ' 12' SQUARE CONC. ' i ' cv HEADER WITH 8d COMMON 3' GRID °I•I•I I•I I• I I I \ I I / I • PIER o/ 3'-0' X 3'-0' NAILS IN A , • • • I ° I • ° JOISTS AT 16' O.C. X 12' DEEP CONC. _ _ PATTERN AS SHOWN AND III (4) V5 HORIZONTAL : , _'�.: -~ ., FOOTING i i 2X10 ROOF RAFTER AT 3" O.C. IN ALL FRAMING ° I • I • I 1 • I I • I • I LUS210 HANGERS AS o :' r•�"•': ,'.'r• :''•'' y:' h 12 DIAMETER CAST -IN REBAR AS SHOWN i i 16' O.C. (STUDS SILLS - Tl'P.) I . I I ° I I I I I I I SHOWN :: ,::•:. '' ,.: PLACE CONCRETE , IX3 FURRING AT 16' O.C. • I • I • I I . I I . I . I . .'+:..:.:I_,.'; .;R • FOOTING . • • ` : '' : ' "' ` '- ' - , , ` ' - , - , , 2X8 CEILING JOIST AT MIN (3) 2X4 STUDS III I • I I I APPROVED METAL i i 16' O.C. °I•I•I I•I I°I°I• SOFFIT VENT i IX FRIEZE B ARD WALL HEIGHT 9'-0-1/2' I ° I ° I • I ° -.... 26 GA. GI METAL III I I III °I•I•I °I ;:..,:: ;'.:•'. :;..' .. -.. DRIP EDGE i 2X4 WALL CONSTRUCTIO I•I•I• III I I __...__. 36' H2.5A AT RAFTER 4'-0" x 10'-0' WOOD III I ° I ° I ° STRUCTURAL PANEL SHEATHING °I•I•I I"I I°I°I°Mv ° I ° I • I I ° 1 I . I . I I. ARK McDOWELL DECK POST DETAL 17 POST S 13 PIS FOOTING 9 TYPICAL FASCIA DETAIL NOTCH POST AS SHOWN SCALE 3" = 1' 0' AT ALL POST LOCATIONS = SCALE, I I/2" I' 0' AT LALLY COLUMN LOCATION SCALE• I' = I'-0' COORDINATE WITH ELEVATIONS SCALE 11/2" - 1'-0* • I • I • I ° I I • I • I III I I.I.I ° I ° I • I I I III ° �i 'A 3/4' EXT, GRADE PLYW'D 1-3/4"XII-I/4' TJI 30 YEAR ASPHALT SELF -SEAL ANDERSEN DBL. HL�GVG SUBFLOOR AT 16' O.C. SHINGLE 0/ (2) LAYERS u15 WINDOW III 36" 11 I ASPHAL r FELT PAPER III I I I I 1 IX WOOD TRIM PAINTED •I•I•I I•I I•I•I• 3 1/2' COX PLYWOOD SHEATHING 2X8 ROOF RAFTERS AT 16' O.C. �qp FLASHING AS 't ° I ° I • I I.1 III ° CALIFORNIA SHOWN 11 I I a, MASSACHUSETTS G.I. METAL GUTTER DOWNSPOUT °, •, °III I • I I • \ CONNECTICUT 1/2' EXT. GRADE 2X4 WALL MIN. 3"X3'XI/4' PLATE • I • I • I I • I I • I • I PLYWOOD CONSTRUCTION WASHERS ° I ° I ° I I • I I • I • I ° III II R -II 1NSLA.ATION 6. 5/8" ANCHOR BOLTS III •I•I-I 2._Od•I I•I•I• 6. I I ... J� BriS�`tfl� W14X43 STEEL BEAM W/ VAPOR RETARDER W/ 7" MINIMUM . .. ° I ° I ° I I • I III _ m.... _....� _-. vi w n AQ' a. %iv�rrrrra EMBEDMENT °I•I• I I •I•I• _...... a �rrr�._..W&WOu 5/8" TYPE 'X' GYPSUM + + I I I I III , 508385-3207; WALLBOARD 1/2" GYPSUM WALLBD. • I• I I I• I I• I CONCRETE FOUNDATION ° e .1 1.1 • • 1 + + WALL I I.1 del I• , e1 IX FRAMING i �____J II II _____�L__LI� IN LAW APARTMENT FOR.• 2X6 CEILING JOISTS 2X8 ROOF RAFTER ° • • of e e e of e Dan Gent s� 2X LEDGER IX PVC SOFFIT IX8 PVC FASCIA DROPPED BEAM AT GARAGE �8 CANOPY FASCIA 1 ROOF TO WALL. 10 6 PMM FRAMM • 2 " V , ,_ . O DOORS . . _ SCALE, 11/2 I -0 AT GARAGE _ SCALE, 11/2 1'-0' - AT WINDOW _ _ SCALE, 11/2 1'-0" AT GARAGE DOOR _ SCALE I 11-01 CAST -IN-PLACE CONCRETE 3/4' EXT. GRADE PLYW'D 1-3/4" X II -1/4" TJI ELASTOMERIC 30 YEAR ASPHALT SELF SUBFLOOR A T 16' O.C. W.P. DECKING IP SEAL SHINGLE 0/ 15# SLAB AND SLOPED APRON MINIMUM ASPHALT FELT AS SHOWN 11-1/4' T.J.I. 2X TREADS -GLUE FYPON - PST6X6FP CAP O F1PON BT>25X96 FRAMING AT AND NAIL TO TOP RAND GALV, METAL ANGLE I61O.C. STRINGER SINGLE EDGE COURSE - AS SHOWN FYPON BAL2X32SQ AT RAKE CONIC. CURB BEYOND (4) 2X12 STRINGER BALUSTERS AT METAL NOSING 5' O.C. 2X ROOF RAFTER SLOPE TO DRAIN FYPON - BBR5X96 NOTE, COORDINATE ACTUAL MEASUREMBVT 1X3 0/ 1X8 PAINTED -- BOTTOM RAIL WITW PART NO'S MOOD RAKE '. ' •• , , WI4X30 STEEL BEAM d 5/8" PLYWD. m IX WOOD BLK'G , • • • • • ` • • . • • • _ • • • . Vocheset �ath 5/8' TYPE X' WALLBOARD GYPSUM RISER r; FYP N NP X4 8 O LAP SWALLPASPHALTL v a .. w NEWEL POST OVER FELT °- _ '-. lest Yarmouth 02673 APPROVED PVC DECKING Q ,' - ,, , , ? ,_, , I 3 IX FRAMING FLUSH BM. 000 W.C. SHINGLES 0/ 15 p € ... SHEET TITLE: 1 LSCZ ASPHALT FELT PAPER ; ; IFSIMPSON STAIR STRINGER ` ` 5' MAXIMUM EXPOSURE - � • • 3 ... A RCHI I CC TURA coNNEcroR .. • • . .... 5/8" TYPE 'X" 2X4 WALL CONSTRUCTION L I I 8" THICK CONCRETE WALL DRYWALL .:rnDETAILS GARAGE AP2M DETAIL 3 E7� SEW AT GARAGE 19 S1RtPVGER AT I -FADER �� DECK RAILING �� RAS DETAIL 7 SCALE, 1-1/2" V-0' AT EXTERIOR STAIR SCALE, 1-1/2' 1'-0' AT MASTER BEDROOM SCALE, 1-1/2" - V-0' MATCH EXISTING HOUSE SCALE, 3' 1'-0' SCALE, 1-1/2" 1'-0" 2X6 WALL CONSTRUCTION 2X4 WALL CONSTRUCTION 301�ER0/ASPHALT)LAYERRSSELF-SEAL AT GARAGE 3/4' PLYWOOD SJBFLOOR ASPHALT FELT PAPER 5/8" DIA. ANCHOR BOLTS W.C. SHINGLES O/ 154 ASPHALT FELT PAPER APPROVED PVC DECKING AT 71" O.C. W/ 3' X 3' X 1/4' TYPE A 00 1/2' CDX PLYWOOD SI EATI-IING WASHERS m 2X8 R RA ROOF ETERS • ' (2) #5 REBAR Ar TOP 2X4 WALL CONSTRUCTION Q W AT 16 O.C. it ' ° BOTTOM OF WALL _ W/ R 13 INSULATION W/ V 0 0 0 0 0 o VAPOR BARRIER 0 0 0 o ii-. .L=7 e W 0 0 0 0 - a• 5/8' DIA. ANCHOR BOLTS U - _ : - ( : W/ 3" X 3' X 1/4" PLATE 2X4 PTDF SILL ' .:' ' ! i 4' THICK CONIC. SLAB W/ WASHERS AT 71' O.C. MAX PLATE M... a 6X6 WIA X WL4 W.W.M. 0/ 6' (SEE FOUND. PLAN) : r �' : : ' .� p � ' . COMPACTED GRAVEL W t G�St� M r p 2XI2 DECK JOISTS AT a. 8' THICK CONIC. WALL ^ w i i . 16 O.C. + KEYWAY m ..... •y n Ir PLYWOOD BLK'G + 8' THICK CONIC. W `--- • �,�-_-�: o E�,��� ren . m TJI FLOOR CONST. AT T 1 F BOTH SIDES O WALL o E 5P SEE FRAMING PLAN TJI d OF r�� 2X6 WALL CONSTRUCTION SIMPSON DTT2 DECK TENSION o .: : . ':. , .`_' o (2) �5 REBAR AS SHOWN, R TIE AT — V. . 4' THICK REINF, p 48" O.C. W/ 1/2" DIA. ANCHOR ROD E (8) 2X6 CEILING JOISTS :. CONIC. SLAB W/ _ 6X6 WIA X SDS I/2" X I -I/2" IX PVC SOFFIT : WIA SOW W.M. O/ PROJECT l� : 20172' FASTNERS . ................ i ; ENGINEERED FILL - 95% u; ; �' _, GRA VELPAC ED IX4 0/ IX8 PVC FASCIA ,i' € m 16 `' -1 " COMPACTION S ILL [?ETAL SHEET NO 20 DECK TO �IO�JSE CQ\W-CTIOr\I �� COY F ASCIA 12 GARAGE ATION WALL $ AT REAR PORCH SCALE, 1-1/2" I'-0• AT SIDE ENTRY DOOR SCALE: I -I/2" I•-0 FROST WALL PELOW GARAGE SCALE, I -I/2" I -0 TYPICAL CONDITION SCALE, 1-1/2" = V-0" LEGEND 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR (98.4] PROPOSED SPOT EL. TH1 Y TEST HOLE 2% SLOPE OF GROUND Q UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM SYSTEM FOR MAIN HOUSE TO REMAIN. 4 BEDROOMS MAX. ALLOWED ON SITE PROPOSED 1 BEDROOM APARTMENT ABOVE GARAGE DESIGN FLOW: 1 BEDROOM © 110 GPD = 110 GPD USE A 110 GPD DESIGN FLOW SEPTIC TANK: 110 GPD (2) = 220 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (16.5 + 12.83).2 (.74) = 87 GPD BOTTOM 16.5 x 12.83 (.74) = 156 GPD TOTAL: 329 S.F. 243 GPD USE (1) 500 GAL. LEACHING CHAMBER (ACME OR EQUAL) WITH 4' STONE AL AROUND APPROVED ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 1 /25/17 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 0" 34.5' 0/A LS 1OYR 3/2 E. MS 1OYR 5/2 B LS 1OYR 5/6 C MS 2.5Y 6/4 3" 6" 34.0' 30" 32.0' PERC 132" 23.5' NO GROUNDWATER ENCOUNTERED DCE # 17-007 , MA DATE BOARD OF HEALTH SLAB EL. 35.5' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 34.5' MINIMUM .75' OF COVER OVER PRECA' SYSTEM PROFILE (NOT TO SCALE) 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE REQUIRED OVER SYSTEM3I 4.51 WATERTEST D'BOX FOR LEVELNESS BLOCKS OR RISE (1YP.j� MIN. 2" WALL THICKNESS MORTAR ALL1-1 PRECAST RISERS 2'0 4"OSCH40 PVC COMPONENTS PIPES LEVEL 1ST 2' 4 (TYP.) INVERT IN 31466' *: ENDS SIDES 32.49' 32.72 * 10" 1500 GAL H-10 14" o 32.14 TEE SEPTIC TANK TEE ° °° °°°°°°°° ' 1.89' °o°o° ° ° ° .000 o 0 6" MIN. SUMP �00000000 ®®®�®®®®®®® ao.000 °� 0 00.? 0 0 0 0 p o 0 0 0 , o°o°o°o GAS BAFFLE °eogo�o�o^Ss 12" MIN. INT. DIM. N 00000000 ®®®®�®®®®®®® >a°000000 °o°o°o° ®®®O®®�®®®® :000000 LEVEL (ACME OR EQUAL) '` 31.86' 31.69' °a °°°°°°° 29.66 ° '...:....: .:..•,,., :. ;: ..�:• :`..• •.. `': -� H-10 500 GAL. LEACHING �o°o°o°oao°o°o°°°00000°o°000°°°°°°°°°O°°°°°°` CHAMBER BY ACME PRECAST ^°00000O^°n°°00000000000000O0000000°0000000°o o °_ _ _�_ _q o 0 0 0 ° �_�_�_°_n_o.o ° OR EQUAL (1) UNIT REQUIRED 6" CRUSHED STONE OR MECHANICAL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALL AROUND PRECAST STRUCTURES COMPACTION. (15.221 [21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 16.50' X 12.83' (2.5 % SLOPE) ( 1 % SLOPE) (-1-7. SLOPE) 23' SEPTIC TANK 3' D' BOX 5' FOUNDATION- LEACHINGFACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 23.5' BOTTOM TH-1 NO GROUNDWATER FOUND j 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 -LQ 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. 8. 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 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP EDGES OR ROOF DRYWELLS OF MtiSSq DANIEL OJALA cn q No. 40980 �0Fess�o a J, OF Afgoo c DAN[ A. yin o OJALA CIVIL N No. 46502 \.0- GI S T ER�O��� /ON F DATE DANIEL A. OJALA, P.E., P.L.S. MeZ� u NOT TO SCALE ASSESSORS MAP 64 PARCEL 21 SITE IS LOCATED WITHIN A ZONE II 4 BEDROOM MAX. ALLOWED ON SITE ZONING SUMMARY ZONING DISTRICT: R-40 RESIDENTIAL 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 COVERAGE 25% PROP. BUILDING COVERAGE 7.9% Yarmouth Health Department ]'�XED N me Date ipq Il�i, �i� �� n .r� ��uan r. 'E .111 i� i.�,iy rplP II �� �irr i ` ,ru•c1 1?f �• I Y I''�y �+ III,RIIr�IIiI OF 40 COCHESET PATH WEST YARMOUTH, MA PREPARED FOR DANIEL GENT DATE: FEBRUARY 2, 2017 REV: NOVEMBER 3, 2017 (GARAGE DECK) Scale: 1"= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcape.com do wo cope engineefing, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 17-007 GENT.DWG m ti Roufe 6 �o z C" 0 3 �D. V Q C� 0 y ro COMM Electric c a ee Locus cheset 0 q MeZ� u NOT TO SCALE ASSESSORS MAP 64 PARCEL 21 SITE IS LOCATED WITHIN A ZONE II 4 BEDROOM MAX. ALLOWED ON SITE ZONING SUMMARY ZONING DISTRICT: R-40 RESIDENTIAL 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 COVERAGE 25% PROP. BUILDING COVERAGE 7.9% Yarmouth Health Department ]'�XED N me Date ipq Il�i, �i� �� n .r� ��uan r. 'E .111 i� i.�,iy rplP II �� �irr i ` ,ru•c1 1?f �• I Y I''�y �+ III,RIIr�IIiI OF 40 COCHESET PATH WEST YARMOUTH, MA PREPARED FOR DANIEL GENT DATE: FEBRUARY 2, 2017 REV: NOVEMBER 3, 2017 (GARAGE DECK) Scale: 1"= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcape.com do wo cope engineefing, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 17-007 GENT.DWG