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HomeMy WebLinkAbout500 Route 6a plansp CERT IFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION An Addition and Renovation to the Home of: 1 0 1 500 Old King's Highway PERMIT SET January 25, 2022 Drawing List Yarmouth Port., MA 02675 Cover Sheet D1 Demolition Plans AO Basement Plan Al First Floor Plan A2 Second Floor Plan A3 Exterior Elevations A4 Exterior Elevations A5 Exterior Elevations/Sections A6 Sections A7 Schedules S1 First Floor Framing Plans S2 Second Floor/Low Roof Framing Plans S3 Roof Framing Plans S4 Structural Details REVIE VED FCC I- . ■ ANCE ERRORSt2 APPLICNNTI COiviY' '- RATE ltz(;era L91MitiG OFF(CWL Project # 20013 KEERY CES Ce A. Vincent, nc. Co struction En ineerin design � LLC n Engineering Services Structural Engineer General Contractor 4.37 Merrimac Street g Newburyport, MA 01950 12 Pleasant Street 17 Still Brook Road 978.395-5710 Newburyport, MA 01950 South Yarmouth, MA 02664 (978) A65-2216 774-212-0938 Perspective View of Home from King's Highway Caraentry Materials (Roush Framin r___ 6 4 5 A5 3 E (2)1 3/4" x 9 1/2" LVL's i ' -I---- - - - ' I ' ::--__ t - ---- - I I I 1 9 1/2" Boise AJS 20 1 I t 1 > @ 16" O.C. I _ uNi . 3 (Glued and Screwed) UI�- >II! QV T - N 4)C'�� -'ll� _ 4)0c� II 1 I I [ I I 1 1 1 I m O(D C - 11 1 1 1 1 1 1 1 1 1 1 C�` V rn ( DOcV ca I C _ X --- X _ CV ! I CD M L I 1 i1 N 1 - - 4x4 PSL- ------ Post UP 1 ! I I - - - - - I 1 N I 4 _ I 2 A6 I 1 - �oEn 1 ! o is C I mr - - - -3 1/2" x 5 1f4"- PSL Post UP I I 3 ' _ _ N a aU Ill I Itl---- to 3 "xm -- _ -- ! t13 t ' CO _ 1 - - - - - - - - - - - - - - 1 - - - - — -fi --1- -I - - - - - - I if I I I I I I I I I 1 I t I I I I IHSS 3x3x1/4 �. Ill 2 �- - - - - - - - - - - - - - - - - - - - - - - - - - - - S4 - - 9 1/2" Boise AJS 20 1 t ' I III , HSS 3x3x1/4 I @16"O.C. r I r I Ir ��n- - - - - - - - - - - - - - - - - - - - - - - - - - - - (3)2x6 Post I (Glued and Screwed) tll�o 1 x 1 `^- - - - - - - - - - - - - - - -I- - - - - - - - - - , t ! r 1 11 `"' If I I I I I I I I I I I I I r �- T--- ----- 1 _3 1/2" x _ 9 1/4" LVL Beam _ _ _ f I (3)2x6Post I I � l ( I I I I I f I -- - - - - - - -- - -- - -_ L-11 ------ - - - -- _J I I � I I I r I I I - - - - - - - - - - - -- - - - - IE I 1 I t I 1 1 131/2"LallyColumnsl—/I I I t I �___ ________ If I I I I 1 1 1 (1 1 1 1( I I 11 -- - -- - - - - -- __--- II - - - - - - - - - - - n - - - (2)2x8 s - - - a - - - - - - I� I1�1 I1 II It 1IIf II1III II II II IIII under d-er =wall - - - - - ---- - -Q - - � - - � - --- - - (2}31/2° -- - -- -Lally ° Lallies o- - - - - - c 1 1 t I I I 1 I 1 t I 1 I I _-(2)Zx8 s _ 1 _ I I under wallLL �- - - �s - - - - _ � --- m• If - - - - - - -- - - - - - - - 1 __�� c----c- - - - - -- ELtzz - - -- - -- w - - - - -- 1 ----w - - - - -- - - - - - - - - - _ - _Add Blocking as needed - - - - - - - - above Lally Columns for - - - - - - - - - - _ proper transfer of loads. - - - - - - NOTE: _ - 1 - First floor framing members - - - - - - - - - - - - - - - - to be inspected during the _ demolition phase. Joists to _ - _ _ _ _ _ � - - - - _ - - - - - - be augmented if determined necessary by structural 3 1/2" I - _ - - _ - - - engineer. - - - -Lally - - fi -- - - ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _%I- i- - - - - - - - - - - - - - - - - - - - - - - - - I -I '- - - - - - - - - --- - - - - -- --- - - - -A ----- - - - - - - Note: -✓ Support at Line of Bearing to be uncovered and inspected during demolition phase. Structural members and foundation support to be augmented if determined necessary by structural engineer. 1 A6 First Floor Framing Plan Scale: 1/4" : V-0" 3 A5 Framing: 2 x K.D. # 2 Hem Fir or Spruce /Pine /Fir Sills: Pressure treated double 2 x 6's over sill sealer or as noted on dwgs. Walls (exterior): 2 x 6 @ 16" o.c. or as otherwise noted. Walls (interior): 2 x 4 @ 16" o.c. or as otherwise noted. Floor joists: As indicated on structural drawings. Roof rafters: 2x10 's or as indicated on structural drawings. Collar ties: 2x4's or as indicated on section drawings. Other: Provide 1 x 3 strapping on ceilings & soffits. Provide Cross -bridging @ Joist Midspans or every eight feet of length @ all floors. Provide blocking for railings, towel bars etc. Provide solid bearing to ground for all posts. Provide firestopping in walls. C Subfloor: 3/4" AdvanTech plywood, glued and nailed w/10d @ 6" O.C. @ Panel Edges and 12" O.C. @ intermediate supports. a Ext. Wall Sheathing: 1/2" CDX plywood (Or Zip System); nailed w/8d commons @ 6" O.C.@ Panel Edges and 12" O.C. @ intermediate supports Roof sheathing: 5/8" CDX plywood (Or Zip System), nailed w/10d commons >M @ 6" O.C.@ Panel Edges and 12" O.C. @ intermediate supports. Underlayment: 3/8" APA plywood. a Beams: As noted on structural plans Lo W i (11 _ m Zo 0 "- c - - - - 1 I ' �� --Jill- m01 I I � III 1 L -- I 1 l _ Itl f f I to 4" Lally I I - - Colum 7-,-- - - - - I L _.. 15 1/4" x 14" LVL Beam III I 1 I � r 1 I I I I I I t 1 ► I 1 I I ! t I I I I t 1 1 I I I t I 1 I PSL Posts UP ► 1 I 1 I 1 1 I 1 1 1 f l f I 1 I I{II1111111111 I .__ I1111111 I I I t I I 1 I I 1 I t 1 1 1 1 I I I I I I t I1 I 1 1 t f l l l l l l l l l l l 1 I I I 1 1 1 It I III I I I ( I 1 9 1/2" Bose AJS 25 I I I I { I 12 O.C. III ( I ( I I I I I I E III I 1 I 1 1 1 I (Glued and Screwed) I I ► I I I I I I I I I 1 � III► I 1 I I I 1 I I I r 1 I I I I I I 1 1 I I I t � I I IIII IIIIINII1111111I IIII I ( I I I I I I 11 I I I I I 1 1 1 I 1 I I I 1 I I I I 111 i x IIII 1 I I t 1 1 I I I I I I 1 I 1 I 1 I I 1 I I I I I I U')II1111111111111111! I I I I1111 I I _ l a l I 1 I I I I t I I I I 1 1 1 1 1 I I 1 I i I I 1 I - - I � 1 1 A5 First Floor Framing Plan - In -Law Cottage Scale: 1/4" = V-0" U 0C4 J v� a V v © a a N o• C •i E m 00 � � h OR 11. M N LO LO O C? a .O 00 yN Z O, 5 W am 0 E O o��� �to M U) C> 2 o > = LL. N '00 cv o Zj a. Y 0 0 E QQCOL W N o N N am .B C csi 0 rr r d O LJL a Q L D 0 1 0 LIM 0 N � o L CL l Z�:, -z"Z &I N N N in �n 0 N N Q bo rff1 C Eov. 21 0 c N M -z 68'-1 3/4" (W.F.) 20'-0" 6'-10" 6'-0" T-3 3/4" 16'4" 12'-0" (V.I.F.) 3'-5" 3'-5" 6 4 5 A5 A5 A5 E MATCH LINE &-,Approx. Grade z _ � q Elev. 20'-6" Co 1- - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - .- - - , I I I I I I I I I I I I I I I Beam Pockets - I ---,Top of Conc. ! I Elev, 21'-2 0 I I I , I , j I Id --,Top of Shelf I I Elev, 20'-8 3/4" L I A�Top of Conc. Wall I I Elev.21'-2" I I - -- -- -- ,\1_------- I I I 1 - - - - - - - - - - - - - - I Up I 9 AIIIkTop of Conc. Shelf l I I l ' ... 47 Elev. 20'-8 3/4" I I I I I I I nAl Alf V 6 O N J cis 00, a � C 0. 8) °' a .� � a u N r\ y a tt� vcnkn fl_ d o, .� 00 N (D Z O, I I New I I o MATCH LINE - { , I Basement I ' I I d­,Approx. Grade Elev. 20'-6" I T.B.D. CONCRETE BUTTRESS ;Fa I 2 I A6 I f I I ­,,Approx. Grade Top of New 1 I _ _ _ _ _ Elev. 20'-0" �' A6 I Cone. Slab b r---------_ --- - - - - -- - - - - -- Elev.13'-2" IN NI I r -- -- - ------- - - ---- --- A rox. Grade ,d-\Top of Cone. Shelf ,- - - - - - - - I Top of New I I I { Elev. 19'-10" I -WI � Elev. 2 '-8 3/4" - , I I Conc. Buttress,dkI _ A rox. Grade 9 s 135° I I Elev. 14'-11" Elev. 20'-6" r,, , , (T.B.D.) I �' I I Beam Pocket I 1 cn 3 �., �,, Beam Pockets I I I o � i`c.Wall - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I A6 �� `2, NeW I I E N To of Conc. I `- Elev. 2 V-2 I I Basement ' I ,- - - - - - - - - - - - - - - - - - - - - - - - i 135° Concrete Buttress I rn I I IL Cut Opening I I I I 3'-0" x 3'-0" x V-4" into Basement _ Conc. Footing w/3 #5's I LU Cut Opening r - - � -- - - - - I 1 I I 1 I each way @ bottom. into Clrawlspace I I , New I ; 2 I I Crawl Space _ _ _ _ _ _ _I ' , N 5 112" . 1 - - - - Top of Existing o A5 - - - - Conc. Slab L - - - ao �i ,1/2 2'-0" x 2'-0" x 1'-0" BENCH MARK: Elev. 14'-11" 5 v2 10 Conc. Footings Face of Rear Foundation BENCH MARK: i 1/2" Rear Foundation FIN KN KN I Cut Opening Existing Minus 5 1/2" 1 1 Beam Pocket t _ Beam Pocket i I Beam Pocket Basement F - � 1 , I - - -I i I - , F -� I i i I I o T-0" x 3'-0" x V-0" d I Conc. Footing w/3 #5's 1 MATCH LINE L - L - I - J L _ - -j I - - each way @bottom. o a� I I 1 17 i/" I 9'-2" 9'-2„ I I c ,d--,Top of Conc. Slab 9'-5" 9'-51/4" Elev.17'-2" 1 10, I I I o o (W.F.) o c L M 1 I 2'-0" x 3'-0" x V-4" Footing I I I N w/#5's @ 12" O.C. each way 5'-0" I I To of Concrete O N To of Conc. - _ - iv _ _ - _ _ _ - r Elev. 20'-8 3/4" I I _ Elev. 21'-2 - - - I I Q •'~ _N 1 2'-0" x 2'-0" x V-4" Footing I �'.� w/#5's @ 12" O.C. each way I I /�` �"L q [L Beam Pocket I a To of Shelf - - - - - - - r - - U� 3 In -Law i I - o o Cc . o Cc Elev. 20 -8 3/4 F - - _ Basement I o O o I I> A5 ' I N Q �2. f/�� o f ... o I I Q ,�" V ♦, LAC) L - - - - - - N - - - - - - - - - - - - - J I L - - I I N I L_-_j t- I r N I 1- - - - - - - - - - - - - - - - - - - - - - - - Existing &-,Approx. Grade Crawl Space Elev. 20'-6 I 2'-0" x 2'-0" x V-4" Footing w/#5's @ 12" O.C. each way a i L _ _ J BENCH MARK: Side of Foundation I - I 3'-6" 3'-6" 20'-0" T-0" 24'-13/4" L 5'-0" - (W.F.) 1% A6 68'-1 3/4" (W.F.) Basement Plan Scale: 1/4" -1 V-01V 12'-0" __,�Top of Conc. Slab l Elev.13'-2" o N Beam Pocket I I chi I - - - L. - - - - - - - - - - - - - - - - - - - - - N - - - - - - --I C7 I M 04 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -� Ll I � __�­�Approx. Grade MATCH LINE Elev. 19'-9" Cw 7 1/4" 2 3/4" z cn M in Basement Plan - In -Law Cottage Scale: 1 /4" = V-0" 24'-0" Ar��W Pr � � • kt + 0 3: Proposed First Floor Plan Scale: 1/4" = 1'-0 24'-0" 2'-0" I 20'-0" 9'-9 1/4" , 6-0" , 4'-2 3/4" 1/2" Plywood BOTH Sides of 2x6 Wall (GWB 1 Side) I I I Ii V, '\ o F� I V—=—A LL I 5 1/ " 5'-1" 5 1/ , 13'-6 1/2" 5 1QU i- I I I o �I Closet i I ® 4 MEN r. a I � i I ' 114" -3 1/2" RON -1 �— Gas Fireplace F_ N I � 0 N U I ZY) I MATCH LINE i I 70 I II v I (18' Long PORTAL FRAME) 4'-8 1/2" 7`-3 1/2" T-3 1/2" 4'-8 1/2" 24'-0" First Floor Plan In -Law Cottage Scale: 1/4" = V-0" N ti co CV 1/2" Plywood BOTH Sides of 2x6 Wall (GWB 1 Side) 0 $ 0 T- C? 0 N 11 J 1-1 0 C', Of rl a N a v M N t 'o o C9 a a �• 0, -0 00 0, Z °, 0 a) 0 C o C (� L U-) �� > 0 �Q 0 � O N =� C fn t0 C C _�n Y Cc•� p O E Q Q U) o In i- N N O N L N N C f6 O tD L o0 W o 0 O 0 z 0 L � N U U) L ■� LL M O O N O Z U.$-. O O a Match Gable Details of Main Barn Top of 2nd Sul Elev. 31'-4" &-Jop of 1 st Subi Elev. 21'-10" ,g--,Top of Conc. Slab _ _ _ _ _ _ Elev. 13'-2" — — — —r— - — — — — — — — — — — — — — — - — — — — - -rT — r F — — — — — — — — — — — - — — �— — — — — — — — — - — — — — — — — — L ,— — - — — — — — � L- - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - L- - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J Proposed North Elevation Scale: 1/4" = 1'-0" Top of 2nd Subfl. Elev. 30'-4 1 /2" ,d-,\Top of 1 st Subfl. Elev. 21'-10" fop of Conc. Slab Elev. 17'-2" Top of Existing Conc. Slab Elev. 14'-11" I ; I L�------------------------------------------�._ �----------- ��-- ---- --- -- -- ---- - - - -- -1- 7 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -j CO Top of 2nd Subfl. Elev. 30'-4 1 /2" &-Jop of 1 st Subfl. Elev. 21'-10" g-,\Top of Conc. Slab Elev. 17'-2" 5/4 x 8 Cornerboards (Typ. @ Main House.) ?x6 Plate 1 Subfl. Vu Subfl. 10" 4— Top of Conc. Slab Elev. 13'-2" N C 0 U J J �1= LU tCi 0 Lm 0 CL L a 2 ca L CD U. m U) r 0 o CL W a L. L. 0 am ■� X W y O N av N v�0� N CO � s a M '^ � a to L LO 0 a o• L o• �CO Z °, N N 0 N ti7 N Ca c C 0 0 Z 0 a Proposed South Elevation Scale: 1 /4" = 1'-0" A3 Top of 2nd Sub Elev. 30'-4 1 /2" \A/1- Chi-1— DS?_D 5/4 x 6 Cornerboards (Typ. @ Main House.) ,d--,Top of 1 st Subfl. Elev. 21'-10" Top of Existing Conc. Slab Elev. 14'-11" I I I I I I I I I I L- - - - - - - - - - - - - - - ---1 I I I I -- L,----- -- ----------------------I---------------------1-� --------------------- ,- L- - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - -i - - - - - - - - - - - - - - - - - - -- Proposed East Elevation Scale: 1 /4" = 1'-0" Top of 2nd Subfl. Elev. 31'-4" 1AIfI Chi—l— D4_D Match Eave Details of Main Barn K.. 5/4 --\Top of 1st Subfl. Elev. 21'-10" co I I @ +/- 5" Exposures - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I1 L - - - - - - - - - - - - - - - - - - - - - - - - - L I �_ -___ ----- -- - ------------_----- - - -I I I I I L --- � - - - - - - - To of Conc. Slab - - - - —�r - - - - - - - - - - - Elev. 13'-2" I- - - - - - - L- - - - - - - - - - - - - - - - - - - - -- - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - Top of 2nd Subfl. Elev. 31'-4" ,g-,\Top of 1st Subfl. Elev. 21'-10" ,d-,\Top of Conc. Slab Elev. 13'-2" Top of MBR Attic Subfl. Elev. 31'-10" Ton of 2nd Subfl. Elev. 30'-4 1/2" -\Top of 1 st Subfl. Elev. 21'-10" ,d--,Top of Conc. Slab Elev. 1 T-2" Top of Existing Conc. Slab Elev. 14'-11" U y o cy �1 0 �oo, 6 N O, LOC 01 4jCV) N G LO LO 0 00 a o1 o• -0 CO Z� H w U) Uj Om O O E O N O (z F.n C c L CD VI O o O CD gn Q N _� C cn ` a / LIL 0) a o tQ _Cc o � �� O Q Q a o L �n N N Q N N c 0 c� ai O O T W (� L am pCO U S�. y� T M � Proposed West Elevation Scale: 1/4" = 1'-0" MIA Top of (2)2x6 Top Plate Elev.21'-10" _ N 0 .0 ,d--,Top of 1 st Subfl. _ Elev. 21'-10" d-,\Top of Conc. Slab _ Elev. 13'-2" East Elevation / Section Through B Scale: 1/4" = 1'-0" 2x12 Ridge Roof Construction: 2x10 Rafters @ 16" O.C. R-38 (Min.) Spray -Foam Insul. 5/8" CDX Plywd. Sheathing Ice and Water Shield @ first 6-0" of Roof Surface above drip -edge and 15-lb. Building Felt above 30-Year Architectural Shingles Simpson H2.5's @ 16" O.C. 2x8 Blocking between Rafters Top of 2nd Subfl. _ Elev.31'-4" Wall Construction: White Cedar Shingles R&R, 1/2" "Zip Wall" Sheathing, 2x6 Studs @ 16" O.C. R-21 Insulation, 1/2" Blueboard w/l/8" Skimcoat Plaster g--\Top of 1st Subfl. _ Elev. 21'-10" (2)2x6 P.T. Sill on Sill -Sealer 12" Anchor Bolts bO bo 2" Rigid Insulation - Typ. 2x4 Keyway - Typ. ,d-,\Top of Conc. Slab d--,Top of Conc. Slab Elev. 21'-10" Elev. 13'-2 2'-0" x 10" Continuous Concrete Footing 'N� West Elevation / Section Through Breezewa Scaler 1/4" = 1'-0" '-Q "' " adder Rake Detailing ting Barn New Wall Construction - Barn: 2x12 Ridge 1/2" Blueboard w/l/8" 2x12 on the flat Skimcoat Plaster 2x6 Studs @ 16" O.C. ' R-21 (Min.) Insulation NOTE: 1 ► 1/2" Zip Wall Sheathing / 2x8's @ 12" O.C. CDr, ' i i C° Red Cedar Clapboards (+/-3" Exposure - V.I.F.) G.~:. 2x this Gable End Wall 12 i 12 �6, p. ' 1, 6 g--\Top of 1 st Subfl. 1 3 Elev. 31 -4 , „ 8'-7 1/2" Top of (2)2x6 2x10 Rafters @ 2x8 Ceiling Joists @ 15" C 'u Top Plate Elev. 28'-11 1/2" Living 91, Kitchen Bedroom lid Room - r 127 _ Bathrm. 121 ; 128 oo 122 (D 3/4" Advantek `, r 5 1/2" , (2)2x6 P.T. Sill Subfloor (Typ.) ', ► / on Sill -Sealer ,d-,Top of 1 st Subfl. > d -\Top of 1 st Subfl. -\ Elev. 21'-10" ,\ i'. Elev. 21'-10" - - - — — ! 1 �< !V\ 9 1/2' Boise AJS �_77- t A 112" Boise AJS 25 @ 12" O C. R-30 Insulati-, -Typ. y R-30 Insulation - Typ. \\�-- 12" Anchor Bolts oo In -Law In -Law bo Basement �— 2" Rigid Insulation - Typ. o Basement �— 2x4 Keyway - Typ. 5 1/4"x14" Beam ,d-,Top of Conc. Slab To of Conc. Slab moo. Elev.13-2 ----- Elev. 13 -2„ _Ic 4" Concrete Slab 4" Concrete Slab over 6-Mil Poly and ��— 2'-0" x 10" Continuous over 6-Mil Poly and min. 8" Crushed Stone Concrete Footing min. 8" Crushed Stone New Barn Section Scale: 1/4" = 1'-0" New Barn - Section @ Rear Addition Scale: 1/4" = 1'-0" In -Law Gas Fireplace Vent 2x12 Ridge Roof Construction: 2x10 Rafters @ 16" O.C. R-38 (Min.) Spray -Foam Insul. 5/8" CDX Plywd. Sheathing Ice and Water Shield @ first 6-0" of Roof Surface above drip -edge and 15-lb. Building Felt above 30-Year Architectural Shingles Simpson H2.5's @ 16" O.C. 2x8 Blocking between Rafters Top of (2)2x6 Top Plate Elev. 2T-10" -,Top of 1st Subfl. Elev. 21'-10" (2)2x6 P.T. Sill on Sill -Sealer 12" Anchor Bolts 2x4 Keyway - Typ. 2'-0" x 10" Continuous Concrete Footing Roof Construction: 2x10 Rafters @ 16" O.C. R-38 (Min.) Spray -Foam Insul. Simpson H2.5's @ 16" O.C. 5/8" CDX Plywd. Sheathing Ice and Water Shield @ first 6-0" 2x8 Blocking between Rafters of Roof Surface above drip -edge and 15-lb. Building Felt above 30-Year Architectural Shingles Plywood 1-Side of Entire Wall Simpson H2.5's @ 16" O.C. 2x8 Blocking between Rafters Top of (2)2x6 Top Plate Elev.29'-6" L? d--,Top of 1st Subfl Elev. 21'-10" 12" Anchor Bolts 2" Rigid Insulation - Typ. �-- 2x4 Keyway - Typ. 2'-0" x 10" Continuous Concrete Footing In1..IKI M\ 0 4l71' 1 \11 10 nvnvI) 1 x3 on 1 x8 Rake furrec out 3/4" Fire Biockinc (Typ-) Section @ Basement Stairway Scale: 1/4" = 1'-0" 12 7 5/8" Diam. ' Steel Rod Loft l , Office 208 I 10 (1 A1M, A-:__AIn—/_Ann il[La w 00, % t,Tc►ciT�►T±T�T1TlTlT1Tl _ • Insulation - Typ. • Boise AJS 20 Basement @ 12" O.C. New Barn Section Scale: 1/4" = 1'-0" w v= o _w v V 777_ l�77�7^ i1 T-0" x T-0" x V-0" Concrete Footing 4" Concrete Slab over 6-Mil Poly and min. 8" Crushed Stone (2)1 3/4" x 14" LVL c Ridge Beam 2 .y 0=0 > M W 9 1/2" Boise AJS 25 @ 16" O.C. bo (2)1 3/4" x 18" LVL Ridge Beam 2x4 Collar Ties @ 16" O.0 - Typ. Roof Construction: 2x10 Rafters @ 16" O.C. R-38 (Min.) Spray -Foam Insul. 5/8" CDX Plywd. Sheathing Ice and Water Shield @ first 6-0" of Roof Surface above drip -edge and 15-lb. Building Felt above 30-Year Architectural Shingles Match Eave Detailing of Existing Barn Top of 2nd Subfl Elev. 31'-4" bo r7 — _ Top of 2nd Subfl. Elev. 31'-4" 5 1/4" x 9 1/4" LVL Header (FF) PORTAL FRAME A— _d-,\Top of 1 st Subfl. . Elev. 21'-10" t (2)2x6 P.T. Sill on Sill -Sealer 12" Anchor Bolts 2" Rigid Insulation - Typ 2x4 Keyway - Typ. &-Jop of Conc. Slab Elev. 13'-2" 2'-0" x 10" Continuous Concrete Footing U a)oN 0 _ a hLO C ECO `v L N CF) s O• v Z7 ::E LO LO o ao CL �0, a �OD m � z °, W am 0 w E 0 o Lm LO c � 3 0 ♦♦^^ 0 V = o > LJ.. e cU 0 ao e -a 0 Y *� Q C., Q E Q Q CO�} N N 0 N 0S N CU m ■ � ili o S�. - ■© T u X ®CU ai W > co o 0 N W o z U 0 a- A5 Top of (2)2x6 Plate Elev. 37'-5" CV 0 -,)Top of 2nd Subfl. Elev. 30'-4 1/2" __�-\Top of 1st Subfl. Elev. 21'-10 Roof Construction: —� 2x10 Rafters @ 16" O.C. R-38 (Min.) Spray -Foam Insul. 5/8" CDX Plywd. Sheathing Ice and Water Shield @ first 6'-0" of Roof Surface above drip -edge and 15-lb. Building Felt above (Ice and Water Shield Entire Dormer.) 30-Year Architectural Shingles 12 4 F (2) 1 3/4' x 18" LVL Ridge Beam 12 y- (Sister Existing 4"x7" Rafters @ 3'-0" O.C. w/(2)2x8's (1 each side.) Simpson H2.5's @ 16" O.C. - Typ. 2x6 Blocking between Rafters -,=� s4 ', ' Eave l ,� � Match Existing Stair ' \ Eave Detailing g„ Existing 3"xT' Fire Blocking between . a a . • Joists @ 30" O.C. studs as required 'n ❑ W12x26" Kitchen ! Livingh Plywood Both Sides L_ � u � � � � of Existing Wall i �n 114 �E Room �i�OS. _gyp �—, i PORTAL FRAME I � I - I To of Conc. Slab Elev. 13'-2„ -! Concrete Buttress T.B.D Section at Main House/Stairway Roof Construction: 2x10 Rafters @ 16" O.C. R-38 (Min.) Spray -Foam Insul. 5/8" CDX Plywd. Sheathing Ice and Water Shield @ first 6'-0" of Roof Surface above drip -edge and 15-lb. Building Felt above. 30-Year Architectural Shingles Match Existing Eave Detailing Wall Construction: -\ White Cedar Shingles R&R, 1/2" "Zip Wall" Sheathing, 2x6 Studs @ 16" O.C. R-21 Insulation, 1/2" Blueboard w/1/8" Skimcoat Plaster L (2)2x6 P.T. Sill on Sill -Sealer 12" Anchor Bolts 2" Rigid Insul. - Typ. Scale: 1/4" = 1'-0" (2)1 3/4" x 14" LVL Ridge Beam 2x6 Collar Ties @16" O.C. 12 �6 1/2" Blueboard w/118" Skimcoat Plaster on 1x3 Strapping @ 16" O,C.- Typ. r� Kitchen I ' 47 9 1/2" Boise AJS 25 @ R-30 Insulation - Typ. New Basement Yj L Simpson H2.5's @ 16" O.C. - Typ. 2x6 Blocking between Rafters (3)1 3/4" x 71/4" LVL Header Top of (2)2x6 Top Plate Elev. 29'-8 1/2" A --,Top of 1st Subfl. Elev. 21'-10" _ _ _ To of Conc. Slab G - Elev.13'-2' 4" Concrete Slab over 6-Mil Poly and 2x4 Keyway - Typ. min. 8" Crushed Stone 2'-0" x 2'-0" x V-0" Concrete Footings 4 Section @Kitchen scale. Simpson H2.5's @ 16" O.C. - Typ. 2x8 Blocking between Rafters (3)2x10 Header -� (2)2x6 P.T. Sill on Sill -Sealer 12" Anchor Bolts -� 2x4 Keyway - Typ. 2'-0" x 10" Continuous Concrete Footing -� 2x12 Ridge Simpson H2.5's @ 16" O.C. - Typ. 2x8 Blocking between Rafters 3 1/2"x14" LVL Ridge Beam Roof Construction: 2x10 Rafters @ 16" O.C. R-38 (Min.) Spray -Foam Insul. 5/8" CDX Plywd. Sheathing Ice and Water Shield @ first 6'-0" G 12 O :_:. of Roof Surface above drip -edge Attic ` ` 8.5 and 15-lb. Building Felt above 30-Year Architectural Shingles 1/2" Blueboard wl1/8" Skimcoat on 16" 0.C. �0 Plaster 1x3 Strapping @ Match Existing Eave Detailing 2x8 Ceiling Joists, 16" O.C. -' -' (3)2x8 Header r 7Tray To of (2)2x6 Plate Tray Ceiling y. Ceiling t, _ ,� Elev. 29'-10" 'o Master - Master Wall Construction: 0 o Bedroom oo - Bathroom RC Clapboards 4" Exp. 1/2" "Zip Wall" Sheathing, ' o m 2x6 Studs @ 16" O.C. R-21Insulation, ' 3/4" Advantech 1/2" Blueboard Subfloor w/l/8" Skimcoat Plaster g-,\Top of 1stSubfl. / 9 1/2" Boise AJS 20 @ 16" O.C. `���/\lei ,/\'V ' /\/V ` �'\ - _ _ _ _ _ oo Elev, 21'-10" J R-30 Insulation - Typ. 3 1/2" x 9 1/4" LVL Beam j L ____�-,Top of Fndn. Wall New To of Conc. Shelf Elev. 21'-2" Crawl Space Elev. 20'-8 3/4" 2" Rigid Insul. - Typ. d-,\Top of Conc. Slab - - - - - - Elev. 17'-2" (V.1.F.) 3" Concrete Slab 3 1/2" Lally Column over 6-Mil Poly and min. 8" Crushed Stone 2'-0" x 2'-0" x 1'-0" Concrete Footings Section at Master Bedroom Suite Scale: 1/4" = 1'-0" 12 4 Roof Construction: 2xl0 Rafters @ 16" O.C. R-38 (Min.) Spray -Foam Insul. 5/8" CDX Plywd. Sheathing Ice and Water Shield @ first 6'-0" of Roof Surface above drip -edge and 15-lb. Building Felt above (Ice and Water Shield Entire Dormer.) 30-Year Architectural Shingles 0 oc U o cv C E 0CO v �a cn v ch LO t L o• CO z °1 0 a) 0 12 -� 8.5 I CO 0 o 0 �Q LM N 0 c > LL. M 0 as Cc Cii �_ 0 E To of 2nd Subfl. Q Elev. 30'-41/2" Q L ._ Q (%� o 'n >- ' . Top of (2)2x6 Top Plate Elev. 29'-10" N N 0 LV o L.c> po N fU ni -\Top of 1st Subfl. m ,gkTop of 1st Subfl. - - - _ - _ _ _ _ -- _-- - - - - _ _ \!\. 9 1/2" Boise AJS 20 16' O.0 - - - - - - - - - - Elev. 21'-10" fI1► Elev. 21'-10" ,1 R-30 Insulation - Typ. L� _ (2)2x6 P.T. Sill Crawlspace 10' 0 on Sill -Sealer 2x4 Keyway -Typ. E� 12" Anchor Bolts d-\Top of Conc. Slab - :!.r 2" 'Rigid Insul. - Typ. - - - - - - - - - - - - Elev. IT-2" - (V.1. F.) m 3 Concrete Slab 2'-0" x 2'-0" x 1 -0 over 6-Mil Poly and Concrete Footings min. 8" Crushed Stone co of Conc. Slab _ - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - -- - - - - - 0 __�-Jop Elev.13'-2" - - N 6 z a� 0 a Scale: 1/4" = 1'-0" (3)2x10 Header NOTE: 1/2" Plywood BOTH Sides of 2x6 Wall (GWB 1 Side) (3)2x8 Header IbP ' h al (3)2x8 Header (3)2x8 Header Plywood BOTH sides of Wall 1 A5 N cc ro w ._., J X M M 'o ro a� J J x co (2)1 3/4" x 7 114" LVL's 2x12 on the flat 1/2" Plywood ONE Side of 2x6 Wall - (GWB both sides) 1/2" Plywood BOTH Sides of 2x6 Wall --� (GWB 1 Side) 3 a5 NOTE: 2x8 Studs — @12" O.C. @ Gable End Wall (Full Height) U U - -ci O- - = _F co N = ° --"' o U I- 1/2" Plywood BOTH Sides of 2x6 Wall (GWB 1 Side) 2x6 Ladder @16" O.C. _ _ 2x_6 Ladder @16" _O. jC. 1 -T(3)2x8 Hdr (3)2x8 Hdr l T 1 1 r „00 - - r x 1 M U U EN_ ) -- - x -- cc 0 0 = X N m_ r r .M.. ,2viL� f7— I -7 ®- - - --_ - --- -- - -- 5 1 /4" x 5 1 /4" - PSL Posts Ill I 1 �tH I! III I I I a 1, (2)1 3/4" x 9 1/2" Jn 1/2" Plywood One > LVL_s ( Side of 2x6 Wall. N {I{ ,IrT I (GWB both sides) I zx I I>II c i N (2)1 3/4" x 9 1/2" LVL's II III { { 9 1/2" Boise AJS 25 x @12"O.C. nl ► IIII ( 1 1 1 1; ♦� Glued and Screwed c ) 9 1/2" Boise AJS 25�!�__ 1 @ 16" O.C. -' Ti- (Glued and Screwed 'I r III 1 I fll Hangers In I 1 ul ( ' I FT II I � I Ilf u I �Ilf I III 1 t 1 I I 1! I I 1 I I II 1 15 1 /4" x 9 1 /4" LVL Header (FF) (18' Long PORTAL FRAME) 1 A5 9 1/2" Boise AJS 25 @ 16" O.C. (Glued and Screwed) HANG Corner with 5/8" Diam. Steel Rod (2)1 3/4" x 9 1/2" LVL's and 3 1/2" Blocking to the right of the LVL's 1/2" Plywood BOTH Sides of 2x6 Wall (GWB 1 Side) U ;yac� J a a E r L. N 00 H O ow O. L� O. a 1. �00 4) Z O, H LU w om 0 N a (D 'a a = cc c cc U) O c > L.L. 0' o°_ m c Cc Y s o Cc ._ -0 15 50 O 0 04 a ro c t0 J �r L. o a 0 o Q.,._ .�. OM LIM L. Um r O O N Z _o 2 L a 1 `2s- Z Second Floor/Low Roof Framing Plan Scale: 1/4" = V-0" Second Floor/Low Roof Framing Plan - In -Law Cottage Scale: 1 /4" = V-0" H e 6 4 5 H B A5 A5 A5 s H m Roof Framing Plan Scale: 1/4" = 1'-0" � L x 3 �. _ A5 Roof Framing Plan - In -Law Cottage Scale: 1/4" = 1'-0" N C O >00M u Qs 0 Co 0 0 z 0` uj CL ! ! U 1 ® p E U 0 0 In ao U) N � c ^i ` = H Q r+■rlr cn � CL Co /�� Ate; it E m to v N 1O 1 ^ Ua .ri 2:, C i N J UL 0 c� 0 1 Alum, Step Flashing Ice and Water Shield 5/8" Zip Plywood R-38 Min. Insulation 2x10 Rafters @ 16" O.C. 1/2" GWB on 1 x3 Strapping . 1 /2" GWB 2x Blacking 1 /2" Plywood Blocking W 12x26 Finish Casino Finish Jarni -- — New Wall Construction: 1/2" Blueboard w/l/8" Skimcoat Plaster 2x6 Studs @ 16" O.C. R-21 (Min.) Insulation 1/2" Zip Wall Sheathing White Cedar Shingles R&R 3/4" Subfloor 2x3 Furring ,— Existing &V" Joists �-- 1/2" GW13 on xr 1x3 Strapping 1/2" GWB 1/2" Plywood (Portal Frame) Blocking Detail Section Through W12x26 Scale: 1 1/2" = V-0" w12x26 1 1/2" 1,1 (4) 3/4" Bolts -� 3/4" x 6 1/2" x 9" Cap Plate HSS 3"x3"x1/4', (2)3/4" x 9" x 9" Plates --� NOTE: HSS 3"x3"x1/4" may be continuous from bsmt, floor to beam rather than spliced as indicated here, Either way, blocking at 1 st Floor must be provided. HSS 311x3"x1/4" 1 1, 1/2" Solid Blocking ,— 1st Floor Subfloor �— (4) 3/4" Bolts 314" x 9" x 9" Base Plate 3/4" Diam. Hilti T-0" x T-0" x V-0" Kwik Bolt 3 Conc. Footing w/3 #5 s with 4 3/4" 1 1 / " 1 �'t�� each way @ bottom. embedment 1 n� (4 total) Section Detail @ HSS 3"x3"x1/4" Tube Scale: 1 1/21'= V-0" 3" (2)1/2" Diam Thru-Bolts (2)1/2" Diam Q Thru-Botts CO" Welded "Y" Welded "Y" ,I' M co - (3/8" Steel) (3/8" Steel) Wide Grip 5/8" Diam Clevis - Typ. Steel Rod 5/8" Diam Wide Grip Clevis - Typ. Steel Rod Welded "Y" (3/8" Steel) Welded "Y" (3/8" Steel) M r (2)1 3/4" x 9 1 /2" M LVL's �li,il II � M (2)1/2" Diam Thru-Bolts (2)1/2" Diam 3„ 1� Thru-Bolts Side View Front View Detail Elevations of Steel Rod Hanger Scale: 3/4" = V-01' (2)1/2" Diam Thru-Bolts (2)1 3/4" x 9 1/2" LVL's 5/8" Diam Steel Rod ,I ill i`l 3 1/2" Joist Hanger I; 3/8 Steel (2)1 3/4 x 9 1/2" LVL's 3 1/2" Blocking 3 12" 3 /2" Plan View WALL CONSTRUCTION 4" Fastener Spacing for GWB and Plywood - Typ. Extend C S 14 to Top Plate EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) Of Second Floor Walls. EXTENT OF HEADER WITH SINGLE PORTAL FRAME Use Same Detail for (ONE BRACED WALL PANEL) Second Floor Portal Frame. 2'-18' FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL - � j ION PER �•4 .. _ ...r . NY L 1 F TABLE R87�+TRA �V HEIGHT ' ' ' OPPOSITE SIDE ---.... SHEATHING) 3 ZX12FS t SIMPSON CS14 F IF NEEDED. PANEL �'•' FASTEN SHEATHING TO HEADER WITH 8D OCCUR SPLICE EDGES SHALT. AND BE ,+ 10 :' OR IfItC? BOX NAILS IN` GRID NAILED COMMON +R f ff1 PCOMM ATTIRN A5 SHE ' BLClIINNG WIITHiIN THE #+ HEADER TO JACK -STUD S PER. TABLE F MIDDLE 24" OF THE PC�RTAL�-�L�EG HEM f t F R602.10.6.4 ON BOTH SIDES C F OPENING F f ONE R�.lii OF:x O.C. ibF f! F! f OPPOSITE a7IL%E SHEATHING F F t' t tt��� D I'���II,.H�[7 IS REQUIRED F1 t f _ Q M Mt 1001 1 1 + + IN EACH PANEL EDGE. aw +f MIN, DOUBLE 2x4 FRAMINGCOVERED WITH MIN. 1 t 001 ttoo$ 31e" T STRUCTURAL SHEATHING i ; TYPICAL PORTAL s w; 4wf tit WITH 80 COMMON OR GALVANI ED, BOX NAILS AT t + FRAME CONSTRUCTION �+°► p lope T O.C. IN ALL FRAMING (STUDS, BLOCKING, AND f SILLS) TYR F f' MIN. DOUBLE 2x6 POST MIN. LENGTH OF PANEL PER TABLE R602.10.5 (KING AND JACK STUD). NUMBER OF JACK STUDS PER TABLES R.7(1) & HOLD-DOWNS MIN. (2} LB STRAP-TYPE� INTO CONCRETE AND MAILED INTO (2)• FEMBEI`3DED RAMING) ' MIN. REINFORCING OF FOUNDATION, ONE #4 BAR MIN.1000 LB. HOLD-DOWIN TOP AND BOTTOM of FOOTING. LAP BARS 15" MIN. DEVICE(EMBEDDED INTO CONCRETE AND NAILED INTO FRAWNG). v MIN. FOOTING SIZE UNDER OPENING IS I ZX11T. ATURNED- DOWN SLAB SMALL BE PERMITTED AT DOOR OPENINGS. MIN. (la" DIAMETER ANCHOR BOLT INSTALLED? PER SECTION R403.1.6 - WITH 2*t 2" )0he PLATE WASHER — EXTERIOR FRONT ELEVATION SECTION For SI: I inch = 25.4 mm, I foot = 304.8 mm. FIGURE R602.10.6.2 METHOD P F ---PORTAL FRAME WITH HOLD-DOWNS Tvpical Portal Frame Details (Nlot to Scale) ill tN, 3/e" WOOD 4TRUCTURALPANEL SHEATHING �►- Vie+°./ �otv _J.l n 0. tC E 1 ,� ao CO m s a tM O U- 0 LO t 'O CO �0, m a 00 O a� 0 o c cn 0 V cmQ 0 W ;',;i LJL m� 6 Co �° o ....■ Y -O C L L O Cc N N O N ui N .rr■ c co Mca t� .■.■ M o L Z L cr) O N 6 z a IIS41 DETAIL SOIL TEST PIT DATA LEACHING FIELD _ NOT TO SCALE NOT TO SCALE - ACTIVATED CARBON VENT FILTER TEST PIT TP-1 TEST PIT TP-2 4" PERFORATED PVC GIRD. EL. 20.3 GRD. EL 20.6 LEGEND W/SCREW CAP TO EXTEND DOWN SH W EL 10.3 SHGW EL. - SLOPE TO NATURAL SUBGRADE G ACTIVATED CARBON VENT FILTER MIN. 2% s 0 OVER LEACHING FIELD _3 MIN EL 19.1 EL. 17.5 EL. 16.0 EL 10.3 4" EL 19.4 34" EL. 17.8 52" 20" EL 10.6 NOT TO SCALE UNSUITABLE I(END)=16.65 MATERIALS 12" MIN. COVER (TO BE REMOVED) I S PERCOLATION 1 CF� POLY-AIRna #2`4 TEST RANGE VENT ACTIVATED CARBON r BOOK 4 1 O PAGE 4" PERFORATED �a fi0 SCH. 40 PVC PIPE CONNECT ENDS OF W ? 41.ZT (TYP.) LATERALS AND VENT 34" V ESTIMATED -WE 4)- F . ' 30' I(END)=16.50 SEASONAL HIGH GROUNDWATER 36" (MIN.) 4" PVC VENT , CONCRETE PROFILE „ " CALCULATIONS (� STACK 2 MIN. OF 1/8 TO 1/2 DESIGN CALCULATIONS £� BOUND /DISK s `'' 3/4" TO 1-1/2" DOUBLE WASHED STONE FOUND & HELD < DOUBLE WASHED STONE DESIGN FLOW CONTAINING N0 FINES 4" MIN. LOAM AND SEED DESIGN:5-BEDROOMS 0 110 GPD/BEDROOM 550 GPD' FINISH 4-BEDROOM DWELLING PROPOSED GRADE I t REQUIRED SEPTIC TANK , t20 = _.. . 2-COMPARTMENT TANK REQUIRED Y.. h:'0'•. ...i• NOTE• AY NO GW OBSERVED NO GW OBSERVED 550 GPD X 200% - 1,100 GALLONS (1 ST COMPARTMENT) /� ` 3 � �:.��° �% . -. �� ra- ., � GEOTEXTILE FABRIC M O Qj ARCEL S / 1 BE SUBSTITUTED FOR 550 GPO X 100% 550 GALLONS (2ND COMPARTMENT) Q »„ USE 2,000 GALLON 2-COMPARTMENT SEPTIC TANK 2 , \ 44,290 ± S F. I 3' 5' S' 3' 2" PEASTONE LAYER O N S I TE SOIL EVALUATIONSIZE OF REQUIRED LEACHING FACILM rrYP.) cTYP.) cTYP.) / �--- DATE.. MAY 5, 2021 DESIGN PERC. RATE. <2 MIN/INCH -TO LEACHING .PIPES' o CROSS-SECTION TEST BY BSC GROUP, INC. LONG TERM APPL. RATE: 0.74 GPD/SF O 4- 1m� , F WITNESSED BY: MALLORY LANGLER 550 GPD = 0.74 GPD/SF = 744 SF Q1 w •�` 4 MAR 2 2 2a2z LICENSED SOIL EVALUATOR: TODD MACDONALD SIZE OF LEACHING FACILITY PROVIDED � PERCOLATION RATE: < 2 MINS./INCH 4 vj 100 co HEALTH D • LASS 1 USE A 780 SO. FT. LEACHING FIELD (26'x3O') qj EPT. SOIL CLASSC . Iv LT.A.R.: 0.74 GPD/S.F. 780 S.F. X 0.74 GPD/S.F. = 577 GPD (INSTALLED CAPACITY)41 CAPACITY PROVIDED nr) 7 ' GPD RESERVE C 577 GPD > 550GPD2 G . ( ) o ,� LOCUS INFORMATION E r N CURRENT OWNER. SMF REALTY TRUST H 20 o 2, Ooo GAL LON 2 COMPARTMENT SEPTIC TANK N sHEiLA M. FITzcERALD TRUSTEE NOT To SCALE TITLE REFERENCE: DEED BOOK 32607, PAGE 291 24 DIA. COVER, TYP. RAISE INLET AND OUTLET COVERS TO PLAN REFERENCE: NO ' RECORD PLAN 1. SEPTIC TANK SHALL' BE STEEL REINFORCED CONCRETE. � _ d R i 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. FINISHED GRA DE USING SEWER BRICK 'k= AND MORTAR AS NECESSARY �P Mq ASSESSORS MAP: 124 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. � �� DIST. BOX �,� Ss n - - 2,000 GALLON 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED- WITHIN 12 OF TANK ' I(IN)=16.90 - ' y PARCEL. 63 WALL AND ACCESSIBLE FROM TANK COVER. VENT � _ 2-COMPARTMENT .,,• � � � i(OUT}-16.73 �F � KtEn N qR SEPTIC TANK �.c AN•. HYDRAULIC CEMENT. C 5. FILL ALL UNUSED KNOCKOUTS WITH E` p _ > HFq�y -.� IN -17.36 BENCHMARK � ZONING DISTRICT. R-40 LEACHING FIELD 2 ) NO. , P E X IOU =17.11 TOP OF CONCRETE o SETBACKS. FRONT 30 26 , X 30 A � , ( 1) t RC _ BOUND DISK° �o� SIDE 20' „ 1(START)=16.65 ss/ F��S �p �� , 8 1 g i0 EL 18.62 q TER G�� REAR 20 „ i(END} 16.5Q EF �\ �c LA No 13 -0 l 8 - w OVERLAY DISTRICT. O.K. HIGHWAY 12 -0n INSPECTIONPORT cv NITROGEN SENSITIVE Z PUMP, CRUSH, AND .. �: ZONE: NOT A ZONE II ABANDON EXISTING 24" DIA. (� I „ SEPTIC SYSTEM IN ' s S ` F MA FLOOD TCOVERS 688 GAL „`.;: ,E ®D 4-0 6,-2" ACCORDANCE wITH 13g� e> , ZONE DISTRICT: "X", DATED 7-16-2014 v _ TITLE V s - t n TEE uQUlp. > .� . , °° '�.<.:• / -1 & RESERVE AREA 31171 PANEL #25001CO578 J - 6 -0 _ LEVEL ZABEL 7 0 _ UNDER PROPOSED •.,,,f A=780fS.F. FILTER :. 1,376 GAL COVER PICKLEBALL COURT. ` < �... g MINIMUM LOT SIZE: 40,000 S.F. „ 6 OUTER PAD 1S .7 „ 1 n 6 -+►� I • �� - -PUMP CRUSH AND � EXISTING LOT SIZE. 44 290t S.F. _J� 2.0 . . ABANDON EXISTING 0 SEPTIC SYSTEM IN S7 . EXISTING BUILDING COVERAGE: 2 231 t S.F 5.3% n.... C�a��,..:.. , .. , 47 . 7 ACCORDANCE WITH ? �+� - co TITLE V PROPOSED BUILDING COVERAGE: 3,097f S.F 7.0% „ PROPOSE ° t 6 MINIMUM ! n „? ' p`P.ICKLEBALL.'.' 4b, < 3 4 TO 1-1 2 CONCRETE / / CROSS-SECTION VIEW 41 F d � ,COURT �." � 117 PLAN VIEW CRUSHED STONE 4 M , . ,.� OUND / DISK O 20 x44 9 w UND & HELD o INV. .00 1 c ?r1 > 1STRIBUTION -BOX DETAIL (H-20) � DX , a` NOT TO SCALE: GENERAL: NOTES PROPOSED R . f REMOVABLE , . � ,- - - 1d �`�,��,. � �� 4,S fi �• • � 4 BEDROOM �� ��s�'{ �� �F�� P PATIO .� ,. P1� / � � �'` COVER • 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE ., � DWELLING ' � s %Fs ;s F �< SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK. ) , .71 ,. ram. `. GONG. RISER , sizo p . ,. �` ,.. �,, >�,�. , �`>�,�. , . . - r.>, �, . ,,. .� 2. ALL CONSTRUCTION METHODS AND -MATERIALS' SHALL CONFORM TO 310 CMR 15.000 p 6 5 DIA. KNOCKOUTS �`_ �, �,� .gym x= �- � ' ,. •. O ��' ��:���. .., ,��� �<>: <�> 5 rR rl &.,g n ,.. ,�,. �¢ ,. ,AND YARMOUTH BOARD OF HEALTH REGULATIONS. 4.� � 8 co 3. THERE ARE N0 KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE O 24. PROPOSED LEACHING FACILITY. 12 DIA. COVER .,,.° /� < - -„ - - �. , , VERDIG IS SPECFlED REMOVE SUBSOIL RUN TA B 4. IF AN 0 VE ALL TOPSOIL, S LAND OTHER SUI LE :113- J I, .. t.-max ,.�, r.� co INSPECTION PORT7 n 4 .O MATERIALS. THREADED CAP TO NOT TO . SCALE . �, ..,. #� Q WITHIN' 3 INCHES OF <� , , � �%,�, € � �> R ,� � Q >-- . RDIG IS SPECIFIED REPLACE A EXCAVATED MATERIALS -�. 7 HDPE 'VALVE BOX H GRADE _ 1 5. IF AN OVE ALL 'EXCA WITHIN THE LIMIT OF � :. a • .. • • :. FINIS ED � , .<`"� ,. �., .. I � F� ,. a' 3 � "� � ���=> °' � EXCAVATION: WITH .CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND ON LEVEL .- - Cp BOTTOM c 03 STABLE BE6 MINIMUM 24„ 219 � �. , .. DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL AS_ ..� � >�,. n „. -� I 3 4 TO 1-1 2 1�f PUMP, CRUSH, AND SHALL NOT BE USED. FILL SHALL NOT :CONTAIN ANY MATERIAL LARGER THAN 2 / / LAWN R° SECTION VIEW CRUSHED STONE PLAN VIEW r x 19 ABANDON EXISTING INCHES. A SIEVE ANALYSIS USING #4 SIEVE SHALL BE PERFORMED ON A 3 �. - . .. SEPTIC SYSTEM IN _._ ;- > �` REPRESENTATIVE SAMPLE OF FILL ' UP T0'45% BY WEIGHT MAY BE RETAINED ON THE � ACCORDANCE WITH f SIEVE. SUCH ANALYSES MUST'DEMONSTRATE THAT THE MATERIAL MEETS EACH OF NOTES• TITLE V #4 „ f F : 1. DISTRIBUTION -BOX TO WITHSTAND H-20 LOADING. 3 MAX. THE FOLLOWING. SPECIFICATIONS: . ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 2 x �g 10OX MUST PASS #4 SIEVE 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL - a.,. r KNOCKOUTS WITH MORTAR. MM 4. FILL ALL UNUSED K � � �„< �>, 10%`MUST PASS #50 SIEVE 5. CONCRETE COVER SHALL BE SET .WITHIN 6 INCHES OF FINISHED GRADE. O��� 0-2G% MUST PASS #100 SIEVE 0-5� MUST PASS 200 SIEVE .NOTE•. � .,. $ t � .� - < # 4 SCH. '40 PVC .f 7 PERFORATED PIPE 1 �. �/S INSPECTION PORT SHALL �� SYSTEM J TE M PROFILE O I- I LE � '� a ,�1 � S WHERE ARE APPROXIMATE. THE ENGINEER TYPICAL o � °� E EXTEND DOWN TO THE 6. EXISTING UTILITIES SHOWN ON THE PLANS N EER iDE 32• NOT GUARANTEE THEIR ACCURACY 0 T ALL SUBSURFACE STRUCTURES ARE NOT TO .SCALE,BOTTOM OF THE SYSTEM FO�� � DO .._ DOES R THAT V 8 4" -SCH. 40 PVC SAND AND .INTO THE ROD � ��� �> SHOWN. CONTRACTOR -SHALL VERIFY THE ..SIZE, LOCATION AND ELEVATION OF INVERTS - S CONCRETE L-12t: FT. C RRING r Po NATURALLY O CU Q 13�> � � OF UTILITIES AND. STRUCTURES WITHIN THE LIMIT OF WORK PRIOR TO THE START OF EL.=21.0 S=0.0175 �® 2 BOUND DISK , PERVIOUS SUBGRADE _ PU U� / ��OTE`, B CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD' CHANGES REQUIRED, TOP FOUNDATION �/C_ FOUND & HELD E 7 C S I :,, FIRST PIPE LENGTH -9R E.> THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4 SCH. 40 PVC /qB ��j �..°°�,,, LEVEL E �7 F OXIr� A� A� RE, BASED L=32t FT. TO BE SET LE Eby epG+.���>„ > EL-20.3 = FOR MIN. 2 �/\ �y ®F O? A T3TLEE. g ON S 0.02 �/``� p SHALL p FINISH GRADE qV �� � � � 4 _ 7. THE CONTRACTOR H LL BE RESPONSIBLE: FOR PROPERLY COORDINATING THE 4 SCH. 40 PVC E L : T �' 1 0U , H H , TH T � sV 2 PROPOSED CONSTRUCTICN ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY L=30t FT. n x 4 SCH. 40 PVC O�.F>�T�E3� ,TAD 3$� �O�z S=0.021 16.8 COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS . LEACHING:: FIELD TOP=17.15 S. IN SERVICE. N CES RE U ESTED VIA Q REQUIRED PER MASS. STATUTE A 8 8. ' CONTRACTOR IS EQ .RED TO NOTIFY DIG SAFE, ST TE CHAPTER 2, 1 17.11 •. = - - 2H HOURS 0 S SECTION 40 (1 888 344 7233) A MINIMUM OF 7 OU PRIOR TO THE TART OF = =16.00 i 16.90 1 16.73 EL TITLE V 1=17.36 CONSTRUCTION. :r DIST. BOX NONE NOTE: ....• 5.7 SEP ARATION ENGINEER TO INSPECT AND CERTIFY .., COMPARTMENT 2,000 GALLON 2 FOLLOWING INSTALLATION. 9. THIS .SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION T WN OF YARMOUTH THE SYSTEM FOLL G . 0 N9IE, SEPTIC TANK ' OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT: ALLOWED PER 310 `CMR ELEV-10.3 � NONE _ - 15.240(4). PE SHALL BE PROVIDED MAGNETIC `REFLECTIVE TA EST. HIGH 'GROUNDWATER IN THE TRENCH OVER ALL PVC PIPING LOCUS 6A _ �o 2 N 0 �L 6 EX 75 LOCUS MAP NOT TO SCALE 0 3/21/22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC DESIGN PLAN 500 ROUTE 6A IN YARMOUTH PORT MASSACHUSETI'S (BARNSTABLE COUNTY) SvITE PLAN DFC'FMRFR 17 ?0?1 Yarmouth Health Department APPROVE Name Date