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Home My WebLink AboutBLD-20-183v7y� Architectural Roof 5hingle5 r` _z , 1 LLLU TL 1 � \ ti> , Architectural Roof Shingles ARCIJITEGT'S NOTES_ Contractor to varlfy grade, site and foundation elevations with Owner's Site Plan from Down Gape Engineering. Continuous Ridge Vent r Architectural Roof 5hingle5 r - Ir l l � I: \ IEI 1E �! � I j IL i i "i' Architectural Roof 5hingles iF- 7 � F1 iI I, O I - 14 w Ff;;�CNIT (EAST) ', L F--- ,4iI0N Architectural Roof Shingles i l , i Arc hItectvraI �'Roof 5hi:zale5 Architectural Roof Shingles fREEAfR (UJE5T) 4L Yff�`' ICON ARGIIIMGT'5 NQ=_!a- Contractor to verify grade, site and foundation elecations with Owner's 51te Plan from Down Gape Engineering. A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY WAS BUILT' COMPLIANCE. 1 DATE:�-j � Continuous Ridge Vent 61_ ILDINO QFFIrItAI K' FILE Gifi'vy i T I -/- �, t cl 12 Pilaster ;T I'--- — Gorner Boards =- 1 /� ,-jthered --- ,� Raised Mud Board (typical)_ �y < I � I� _ r F 11JA IL��.�. i N I 21- L i0 It C4 2� O >u 14 w — L jCa !f1 N z f I1I IL Ill X < z �, i l , i Arc hItectvraI �'Roof 5hi:zale5 Architectural Roof Shingles fREEAfR (UJE5T) 4L Yff�`' ICON ARGIIIMGT'5 NQ=_!a- Contractor to verify grade, site and foundation elecations with Owner's 51te Plan from Down Gape Engineering. A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY WAS BUILT' COMPLIANCE. 1 DATE:�-j � Continuous Ridge Vent 61_ ILDINO QFFIrItAI K' FILE Gifi'vy i T I -/- �, t cl 12 Pilaster ;T I'--- — Gorner Boards =- 1 /� ,-jthered --- ,� Raised Mud Board (typical)_ �y < I � I� _ r F 11JA IL��.�. i N I 21- L i0 It C4 2� O l , i Arc hItectvraI �'Roof 5hi:zale5 Architectural Roof Shingles fREEAfR (UJE5T) 4L Yff�`' ICON ARGIIIMGT'5 NQ=_!a- Contractor to verify grade, site and foundation elecations with Owner's 51te Plan from Down Gape Engineering. A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY WAS BUILT' COMPLIANCE. 1 DATE:�-j � Continuous Ridge Vent 61_ ILDINO QFFIrItAI K' FILE Gifi'vy i T I -/- �, t cl 12 Pilaster ;T I'--- — Gorner Boards =- 1 /� ,-jthered --- ,� Raised Mud Board (typical)_ �y < I � I� _ r F 11JA IL��.�. i N I 21- L i0 It C4 2� Mummaam Rion 0 EllNo N Ism m SON MEN ■wJ:'.� SOMA■■■ ■■■N■■■ } ■■ a 11 i O >u 14 w — L jCa !f1 N z IL Ill X < z �, �F �� f, O Z �Q �41T D Mummaam Rion 0 EllNo N Ism m SON MEN ■wJ:'.� SOMA■■■ ■■■N■■■ } ■■ a 11 i O >u 14 z IL Ill X < z �, U O Z �Q D GOMMI55ION NO. 0 'Q X ui CL Lk: < Cj W W, ® ILI C� LL I- Ll Q 1IJ JAW 0 70 10 z � IL 1(.'•�A Z,HJ h�I Mummaam Rion 0 EllNo N Ism m SON MEN ■wJ:'.� SOMA■■■ ■■■N■■■ } ■■ a 11 i z�+ A- I IR3 A., O z X < z �, U O Z �Q GOMMI55ION NO. 8032519 z�+ A- I IR3 A., hitectural >f 5hingle5 Architectural Roof 5hingle 12 a7, s■■■ ; ■ ■■ 12 12 4 Q� CiG" 5 Ar h t t I I, R I G H T , -5 1 D E ( N 0 F--, ,, T H ) E E L E V A T I �-," ') I ec ura Roof Shingles cl 1/2" Plla5ter Gorner Boards _ Raised Mud .I Board (typical) Ral5ed Window Panels ARGNITEGT'5 NOTE5: Gontractor to verify grade, site and foundation, el -cations with Owner's Site Plan from Down Gape Engineering. 111 -+- C< ? QL'LU s Q 1L 1; i W CC hh �- n I GOMM15510N NO. 8032519 i- W 5heet r C i- IL W r9- III LLJ IL. f- , �= LU S vi Id M Cl iD q < y r- a 114 IT M z q l) J J► �• L =j-) Ddu . < z 113 �f� S CIL l-- �' i u I 111 -+- C< ? QL'LU W CC hh I GOMM15510N NO. 8032519 5heet Ar"21 GENERAL NOTES: 1. Constractor to verify all dimensions prior to cornmencirg any new construction. 2, Contractor shall verify floor to floor heights prior to commencing construction. 3. Contractor shall report any discrepencies to the Arcbitect for inst-uction. 4. All work to be executed in accordance with State and Local codes and industry standard construction requiornents. LEGEND SMOKE SO DETECTOR DETECTO% II ® r=xH.4 ,IST PAN' F 1 5 T Fa � I � I E1JILDIh16 INSUL��TIOtd: These drawing show the Insulation regvlrements to meet the Massachusetts Energy, Code, (5TA.TE), Massachusetts allows local communitles to decide to elect to use the more ridged 5TRcTCF4 CODE. Contractor/Owner should determine If the local communitu has elected to and enforces the stretch Cede and should request their insulation contractor to prepare a stretch Code Compllance report. ks) z Q (t) r i Z 14.1 � . • �) i ate'"` ,., .ny �. � ..,. S Q l r 7- 0 LLJ_ �- LM VJ F cis � IsJ U.; c% Ga I- Z 4 lr. �: n L : 4 - a < _ z� T zU LU t iY Cl - 1j" z: 1�' Ca Ei ry ' l�3 at n,io X T r I` I z J S GOMMI5,5I0N NO. 80325 19 �I•leet �... a a 51-10KE CS) DETECTO R CAR50N MOMXCDE DETECTOR EXHAUST FAN GENERAL NOTES: 1. Constractor to verify all dimensions prior to commencing any new construction. 2, Contractor shall verl' ify floor to floor heigbts prior to comm.c.nchia constaxtion. 3. Contractor shall TCPO-t any discrepencics to the Architect for instruction. 4. All work to be executed in accordance with State and Local codes and industry standard construction requiements. . . . . . . . . . . . . Z W TIM, LU < 11 < al 51 od, Z P P t7-4 Uj to Q\i LU L[j tv <W W fu r 0 r i U1 < z ILI 2: Z in 57 < z lu r De Q5 94 ILI 4, C) <C, Q) -K ILI IL z C) COMKE610N NO. R032w519# A-4 I -11 -all 1 �L��INI r10N. 3w the, Insulation requirements to meet the iorgy Code (STATE), allows to decide to elect to use: the more ridged - shov!d determine if the local community has nforce* the, Stretch Code, and should lotion contractor to prepare a Stretch report. cit_'ie _'i 91 plot: pion rrarn L,,ui-jr cope EncjIrr.-_rinj. Provide 2-#4 steel Dowels, 2' and 4' above, 51ob for future, Retaining wall. New Retaining wall, —r-oordinate, with certified plot plan from Down Cape, Engineering. SMOKE DETECTOR CARBON MONIXIDE DETECTOR (A7)) FXHAIL15T FAN PT. V 2 X & 5ILL A-15 REMIRED 111V SILL SEAL ME I 1501L DEARIN6 PRE5WRE 5, 05 PF33AR CONTMIXS AT'2500# MIN, N -I E: TOP OF FOC—,11,* FOR WN 5TAIRWE-11 Sr -ALE V-0' 15 To m AT 15At,ir Fi-EvAnom Ap ToF of EX15TIHO 13A!5EM-W F0,WATION r,W_L !mtcill Holl 5hoe. hold clown andicre, 4' -CP' O.G. (12.0 MPH w1nd cle, a 1.3n) A4 & li �M\ k n'<�\!'�l IMP - x la" AnGhor Bolts WI -h I 00k V .5 x:_'3"x1/4"p1ote, v4o!5hers into con,rotor c-onottibos `reg ---- I N AlL. I A"N'C- Hl OR, SCALE: 112' 1'W0„ Illz x 1) is < -.Z 42 N TMIMW". IL U1 lu IL T3 i5 C5 W T < LU Vj P, rb, "S) <!Jj L-_ W7 W M, 7 C) gjr) (3 x < :- lu JU < J_ o 7z W t < E/ !� It X 'g - OL VL > L_ ILI U1 7. lL Q5 Q5 Z tLJ (Z5 rr< A 1A NO. x032519 sheet - A-5 IU 2 W5 0 UXITIN0.iOU5 AW-1-IOR EO! T5 0 &'-0' 4 V-0" EA. 5DE a ALL C,0R.W- Z12 GOMFRE5ABLR- FILLER ATY=- AT EDGE OF 5LAB - V 15" HEIGHT 51/2' WPr_FZETE 51 -AB K' I LAYER C)' X _41-" HAA41.4 WI F-1.1.1• OVM. HELL 001r.11VACTED !0595 RUL. rEW2.) co�r_ F(yjiV"kTI0N 5N4D FILLKk.L 5500# KIN. #5 0 CONVWX6 —9N. 6qADE x, -Y A 1501L DEARIN6 PRE5WRE 5, 05 PF33AR CONTMIXS AT'2500# MIN, N -I E: TOP OF FOC—,11,* FOR WN 5TAIRWE-11 Sr -ALE V-0' 15 To m AT 15At,ir Fi-EvAnom Ap ToF of EX15TIHO 13A!5EM-W F0,WATION r,W_L !mtcill Holl 5hoe. hold clown andicre, 4' -CP' O.G. (12.0 MPH w1nd cle, a 1.3n) A4 & li �M\ k n'<�\!'�l IMP - x la" AnGhor Bolts WI -h I 00k V .5 x:_'3"x1/4"p1ote, v4o!5hers into con,rotor c-onottibos `reg ---- I N AlL. I A"N'C- Hl OR, SCALE: 112' 1'W0„ Illz x 1) is < -.Z 42 N TMIMW". IL U1 lu IL T3 i5 C5 W T < LU Vj P, rb, "S) <!Jj L-_ W7 W M, 7 C) gjr) (3 x < :- lu JU < J_ o 7z W t < E/ !� It X 'g - OL VL > L_ ILI U1 7. lL Q5 Q5 Z tLJ (Z5 rr< A 1A NO. x032519 sheet - A-5 IU codes xid ilndljst-i stmneard construction requiements. FLO -0 F---, FfRA�IlNe FLAN til P Z 9cr Joi-,t5 �7 LUjjj l(-9 VU Anc-hor BGS 't!5 v4ith < LU i -- plate Kioehor!5 into ccnrote ly U: ff S Q) CIS t keLoo�HCRI NO 1:� A I L CS) 7 7 u'! Q Z 0 -J % i, CL loll i CD < LU IL ri CJ -#4 A IL: (Y ----- ----- P Z 9cr Joi-,t5 �7 LUjjj l(-9 VU Anc-hor BGS 't!5 v4ith < LU i -- plate Kioehor!5 into ccnrote ly U: ff S Q) CIS t keLoo�HCRI NO 1:� A I L CS) 7 7 u'! Q Z 0 -J % i, CL loll i Yid < LU IL ri CJ -#4 A IL: (Y P Z 9cr Joi-,t5 �7 LUjjj l(-9 VU Anc-hor BGS 't!5 v4ith < LU i -- plate Kioehor!5 into ccnrote ly U: ff S Q) CIS t keLoo�HCRI NO 1:� A I L CS) 7 7 u'! Q Z 0 -J % i, CL loll K i Yid < C) IL: 61 =m GO1,14MISSION NO. R" 03.2 5 19 E -h t HusmiTunmw A-6 Ae- K G H'I'l-INIERAL Ni I .. Constmctor to vtrify all dimers any Pew corsbuction. 2, Gert actor sbOl verify f,(joj, to j commenc,ing cons action. 3. Cor.t.-actu shall report any disc �ns'---Vction. 4. All work io be executed in acce. co&m and industry standard. const Floor to Floor Vertical Wind Y,t einforcement Deta- Stan'r StringerSur-port Detail F ! 5611d L-11----I�iio 'sin webs. bl;qdr irq and r GETNUE,RAL NOTES: 1. Constractor iv verify all dir.aensions -0rior to cor_ m-mu.ing ;`'�,0 F A , I NFLAN- any L A l � any naW con: true tion. 2, Co_1`ra,1scr s all verify flogx, to f oerleights prior to cenl:rif;r'd"ic, corstnLet3011. 3. Contnctor slial1, report any discregendes to the ,architect for instruc:i^r.. 4. All wor': to be ehc c-wccd ir•. ncorcance with Sate and Local c, -e, --s and indv5try standard constructor, requiemcnts. Pifrpe VIDiC alftfer 8k Puts Detail Brigs 'Nina Load Detail for self supporting lRafters MMV Wart ti �s n � �r IL := t r , [CA ' m p �� CY ��Cy -wa. 4� 1 k, UJ a ► Q 4- J 4 . (NIN v } " >, UJ �. r Lu E- `•� C� Wj Z. DX [? in H- UZ i!rtJ_ - ILI -- ; 1� lti n 4; � Z L ILI j. � l C r, �= IJ q � GOXMlVii'=.lON Na. 0.2 5 1 ahr,e=. ,j r---- Continuous Ridge Vent TTPIGI�L ROOF CCAISTR'•JGTICI1- 2X,0 rafters I6'l with i vrricane cilps, 5/8" plu,,rood, with 15# feit, ---� aGvhalt roof shingles- and R30 Insulation `` 12 2x6 Collor- Ties \� +moo-�tln 01;E— Soffit Vent- ----1 � R-3,-)In4ulation R-: _xailing Joists 2x6 Ceiling )oi.ts I rf�.n f / 73 r� Fin, 2nd Floor i 2 Ion 16" O.C., 1/2" Ext. PlrJwood, 1/2" intr;rior gypc-um, R.21 !'`deals Insr lett n, Wi dinq wrap and cedar Cll,rCjE::�; , Fln. Ist Moor Fin. E3«a5ement Floor L[ ATH linen R- n ulotion 14" T.1! 110 a 16" O.G. Y. - -- --_—• -.--� .�.—_ 3�r -lrl�i�E'i� f�1a�$�3'ii7��1'�rF$!�3; �3L%&� � _ 2-14" TJ 3 O's C 16" O.C. > i H^.fire Rated walls t: cel',nl In Garage; 2 layers t1 , 508" E.C. gypsum f _s c C -s A.ACE I i I r Z_ k Y� �, �, I�r T-11 110 � I6 Or.. --- R-50 InSula!;lon --1� 4" Reinforced concrete _,lab over b" cornpccted gravel OUT RAMI�y ROOM, 4" Fiberglass Reinforced concrete slab over b mll poly vapor Barrien and b compacted grave! 10" Concrete Foundation — Hall over I'-10" x 12" doep concrete footing — 10" Concrete= Foundation Hall over I'-10" x 12" deep cor<crete, footing -3O insulation .ition 11l Continuous Soffit Vent SUILDIN6 INSULATION: _ These drawing show -the Insul-ation reO.Ulrelments to meet the Massachusetts Energy Code (STATE), Ma55 c -hu!.-, tts allow: local communities to de r-lde to elect to use the more ridged STRETCH CODE. Contractor/Owner s`rou:d determine* if the locol community has 1 elected to and enforces the Stretch Code, and should request.their Insulation contractor to prepare a Stretch Code Compllone.e report. ��- Continuous- R111-1-lole3 Vent 12 2x6 Collor Tles lnsulat on 2xb Gelling jolsts O I � -1411 TJ 110 in 16" O.G. 14" TJ 110 c i6" O.G. — R-50 Insulation — 4" Fiberglass Reinforced concrete slab over 6 mil poly vapor barmen and 6" compacted gravel I " Goncrete Foundation Wc!! over l'-10" x 12" deep cone ate footing SCN C," c i';'-11" I i 1 ---' p` x tib c i';'-11" i Finish First Floor 1pevatlon ate' 1 14" TJI I10 €%t I6'° 0.6�� l FiniBh 6rodt Elevat.ton 53 m ------- - 3-2X12 lea; n i O r lo" Goncrete Founda'don -_--_ Holi over I'-10" x 12" deep concrete footing = GENE RAL �T 0T E S 1. Constractor to verify a!! dimensions prior to corm enci:ng ary new construction. 2, Contractor sbai I verify floor to floor heights prior to commencing con t-uction. 3. Contractor shall report any discrepencies to tFe Architect for instruction. 4. All work to be executed in accordance with State ar.d Local codes and industry standard corstuction requier_1erts. p` x tib --r i S in r-- rcXAMISaION NO. 2 1 (L Uj �� • ILI I A� tj t'lC��l LID v w d =n x tG ` f ` <. t sa �« ...a t. 4 _ �J « _ .Etta t"'- t,) E < i Finish First Floor 1pevatlon ate' 1 14" TJI I10 €%t I6'° 0.6�� l FiniBh 6rodt Elevat.ton 53 m ------- - 3-2X12 lea; n i O r lo" Goncrete Founda'don -_--_ Holi over I'-10" x 12" deep concrete footing = GENE RAL �T 0T E S 1. Constractor to verify a!! dimensions prior to corm enci:ng ary new construction. 2, Contractor sbai I verify floor to floor heights prior to commencing con t-uction. 3. Contractor shall report any discrepencies to tFe Architect for instruction. 4. All work to be executed in accordance with State ar.d Local codes and industry standard corstuction requier_1erts. (k" p` x z i S in r-- rcXAMISaION NO. 2 1 (L �� • ILI I tj t'lC��l ` f ` <. t sa �J « _ .Etta t"'- t,) < <J ! -i ti<i C 1L { ,. Q� i- Lti: Ct ' "'ta" -7� l i t (k" p` x S_ - cr-4 Z- r-- rcXAMISaION NO. 2 1 CheF;t GENTSR.AL NOTES: 1. Canstractor to verify all dimensions prior to ,ornmencirg any new construction. 2., Contractor shall verify Boor W. floor heights prior to commencing construction. 3. Contractor shall report any diseepercies to the Architect for instruction. 4. All work to be executed in accordance with Sate and Local codes and industry standard construction requiements. Suk2jCT1k0'")'1N,qAs Headier U� r--5IMPO ; L5TA 12 (';1YRI(7,AL) f' j— dial 2x4 plot-- Header lata 77 TYPICAL WINDONNI WIND Jj� �F CE Tk` r-1— < , DEI SC ;ALE=; 1 %c' V— G' FA LFAN5 RFULATiON: 1-hr;5e draw'ng show the 3r aulaflon requ roments to meot the i (�ssachmotts Energy Code, (5TATE-), bias crit+j its allow=, `oda' communities to CICC-1de to elect tO uce thf rn-ore rldoe'd 51,1RETC-i 6000. ContrarrtorfO�;ne,r shou'd determine if the lo:al co-nmunity has elected to and enforces the Stretch Crede art,, shoe=ld rc:guest their ;mutation contractor to prepare a Stretch Code Compliance report. SIMPON L5TA 12. (TYPIG-AtU Strap I-loo(Jer Uplift Strap L. f=ull holght t�tucls r A E �1 �V f tl L S . . ZL x a 11.. UGI Z W t ' r v.. 1- Ci to p trl 4 �J = u I490` a! i it`d lr; � F— E Lei U1 r` M— I1_, t tf> �1 L SJ. fll U-1 �_I :r QN r •4- E � r c l-- < W Z 6 , r-: �M r +. -v l L l X :< `y r GOMT-415510N NO. _ 0 0j 1 d 1 5hee A- I Header Uplift Header Uplift s -- Jack 5tua 41?, -5;11 Plate s 3 j _ 77 TYPICAL WINDONNI WIND Jj� �F CE Tk` r-1— < , DEI SC ;ALE=; 1 %c' V— G' FA LFAN5 RFULATiON: 1-hr;5e draw'ng show the 3r aulaflon requ roments to meot the i (�ssachmotts Energy Code, (5TATE-), bias crit+j its allow=, `oda' communities to CICC-1de to elect tO uce thf rn-ore rldoe'd 51,1RETC-i 6000. ContrarrtorfO�;ne,r shou'd determine if the lo:al co-nmunity has elected to and enforces the Stretch Crede art,, shoe=ld rc:guest their ;mutation contractor to prepare a Stretch Code Compliance report. SIMPON L5TA 12. (TYPIG-AtU Strap I-loo(Jer Uplift Strap L. f=ull holght t�tucls r A E �1 �V f tl L S . . ZL x a 11.. UGI Z W t ' r v.. 1- Ci to p trl 4 �J = u I490` a! i it`d lr; � F— E Lei U1 r` M— I1_, t tf> �1 L SJ. fll U-1 �_I :r QN r •4- E � r c l-- < W Z 6 , r-: �M r +. -v l L l X :< `y r GOMT-415510N NO. _ 0 0j 1 d 1 5hee A- I TABILE 2.1 Laterial Yrarnlntg Connection Loads from Wind (For Roo F- to -Plate, Plate -to -Plate, Plate, i -to-51:ud, and Flate-to-Floor) for W' -'n6 Expe*svre and Nficau Rei Helglat Ica 115 i20 150 140 150 160 Mec,r, Roof Hrolq�t xp o s u.- r c Expo5vre, 1'EEAZER15 C, Unit Framing Loads (pif) 0-15 61th Edition ol�' the, 15- Diliding Code, The 20 Inte-mcflona'i f2eskJonticil Gcde for onecnd two �-ornlly REVIES-1- * H' mph Dcs�ianod for, Kind Zone: I 4rc s, cr idd refer et i c e, 5 t h r, �, 1 0 r-:) I � - , A, M E i 713 93 LIZ 25 LOCI 1.511 JFK Ila 209 ,nis intent cf thcre. dro.t4inqz, Is to rneet or exec-od the, 1.00 - stated nd re -'e- - -;c --.d a'- ve cla a roqWrerrentE, aE I, -Id ca -, ;ro? c 00 th 1.64 TABILE 2.1 Laterial Yrarnlntg Connection Loads from Wind (For Roo F- to -Plate, Plate -to -Plate, Plate, i -to-51:ud, and Flate-to-Floor) -700-yr, Knd Speod 3 -second gust (mph) Ica 115 i20 150 140 150 160 170 lao 195 1'EEAZER15 kqnil Holght Unit Framing Loads (pif) 110 mp'n YARMOUTH 61th Edition ol�' the, 15- Diliding Code, The 20 Inte-mcflona'i f2eskJonticil Gcde for onecnd two �-ornlly REVIES-1- * H' mph Dcs�ianod for, Kind Zone: I 4rc s, cr idd refer et i c e, 5 t h r, �, 1 0 r-:) I � - , A, M E i 713 93 106 124 141 !78 Ila 209 ,nis intent cf thcre. dro.t4inqz, Is to rneet or exec-od the, Avera.,_-�e, Roof Helght. 56' - stated nd re -'e- - -;c --.d a'- ve cla a roqWrerrentE, aE I, -Id ca -, ;ro? c 00 th al 94 ill 129 148 166 1902/t') 2 � 2 Noc.d Franc. Gonrtruatlon Manual re 'rerenacd albcve Is a 272 12 2,40 5:2a 18 Th J I-ert has user t he IAt000 FAMIE 110 193 216 2A5 257 they are, appll:cblc to the, Intent cf this prcJoct. 300 105 1:" 4 167 191 216 2116 215 r_ 5,60 -1q2 DOME 6LAZED, LON E 6LA_555, TEMPERED 124,135 159 184 212 2--'l 27"? 305 358 '13 124 136 I4a i7/1 _F215 I 201 231 263 297 333 '591 20135 6 I«7 160 ,� 188 5 250 255 321 36O 423 ARCCIA-11-TE-4 MIN. HEADER EIZE REQUIREMENTS EACH END OF HEADER LGAIPTNG 24. _ND roo ce4i Nq,, 5 1'EEAZER15 IN N('_-)N-LGAC> BEARING NALL5 AND SILL PLATE5 I This project has de-31a,ne-d for r_ornpH-_mc,e ;,i'.th the 110 mp'n YARMOUTH 61th Edition ol�' the, 15- Diliding Code, The 20 Inte-mcflona'i f2eskJonticil Gcde for onecnd two �-ornlly REVIES-1- * H' mph Dcs�ianod for, Kind Zone: I 4rc s, cr idd refer et i c e, 5 t h r, �, 1 0 r-:) I � - , A, M E i Kci .3 c,a1•45v�ur,TION TAAN,'jAL for Ono-nnd, Two Family Dwelling Expceurc.. 2015 Edition: 3 150 Bu'-Id'no Width: ,nis intent cf thcre. dro.t4inqz, Is to rneet or exec-od the, Avera.,_-�e, Roof Helght. 56' - stated nd re -'e- - -;c --.d a'- ve cla a roqWrerrentE, aE I, -Id ca -, ;ro? c 00 th I&C a-c-hiter-t Bete nilnoa 15 nE.-rsess>tnru,' to rn.ept or excecd Roof slon'_e-ci: 12 3 3 , - Owner, c.nd Gontrar-tor 5holl ocimo4eda�P, thot the. -"h,, Roof Decd Load: ItO Noc.d Franc. Gonrtruatlon Manual re 'rerenacd albcve Is a 272 manual and a; 1( -le for :-dnd de51gjand detailing and not a 2,40 5:2a 3ie Th J I-ert has user t he IAt000 FAMIE 5 GON5TRUOTIOINI t-/t/NN,JAL r7ololy c5 a referanc.e for 5c14 determining 1,-__XP0S-Ur6, wind isrds, and r_onncci-.1on5 o5 4 they are, appll:cblc to the, Intent cf this prcJoct. 300 A 717.2 7 N exceed 2.4'' 4 Ridge Connection Spadng 1. Tabulated ridge connection loaoiE, shok be, parm7tted to be, mulitp1led by .10 for framing not Ionated within (> feet of r_orner5 for building le -E,5 than 50 ft. In vildth (4, or H5 for buid?nii oreatep�r than 50 4.'ee't In 2. Tobvictod ridge, connection a5rvrn., a 17jilding lo.-atod in Expo5ure, B vj,,th a me,_ -in rciof h'igh's c)f 35 ft. Fo:- buildings !oc•otod In other oxpoesvres, the tabulated values, shcH rt factors .��c rp;i, ipjj_,d by the approplato adjustirrio, al_to� s !n 5erticin 2.1.3.1 100615 C"e, 5v6If r- led In pound,, per knear foot of ridge. To connoct!on reqvirernont5, multiply the t.nbj1,a.1.ed ridge, ronneotlon load by the, rrCtlpller from, the-, toblo below to the E7parine of the connectors. p MIN. HEADER EIZE REQUIREMENTS EACH END OF HEADER '12 24. & 4. a r 1 I'm roo ce4i a a4 5 1'EEAZER15 IN N('_-)N-LGAC> BEARING NALL5 AND SILL PLATE5 I CIO IC0 4 2 o, Kci I 5 I in... i:,P k-� i n 0 d c 60 3 150 ;>.00 oct-Aecr joiete, ur6cr all door iamb 1c%,-aticr5 I&C woo 3 3 R,!,-forre, ANr,_NFGIvI20I5 HOOD G0N5TRLk,-,TION MANUAL. Ridge Connection Spadng 1. Tabulated ridge connection loaoiE, shok be, parm7tted to be, mulitp1led by .10 for framing not Ionated within (> feet of r_orner5 for building le -E,5 than 50 ft. In vildth (4, or H5 for buid?nii oreatep�r than 50 4.'ee't In 2. Tobvictod ridge, connection a5rvrn., a 17jilding lo.-atod in Expo5ure, B vj,,th a me,_ -in rciof h'igh's c)f 35 ft. Fo:- buildings !oc•otod In other oxpoesvres, the tabulated values, shcH rt factors .��c rp;i, ipjj_,d by the approplato adjustirrio, al_to� s !n 5erticin 2.1.3.1 100615 C"e, 5v6If r- led In pound,, per knear foot of ridge. To connoct!on reqvirernont5, multiply the t.nbj1,a.1.ed ridge, ronneotlon load by the, rrCtlpller from, the-, toblo below to the E7parine of the connectors. p MIN. HEADER EIZE REQUIREMENTS EACH END OF HEADER FULL HIT STUDS 1 24. 4�3 2 1 5 1'EEAZER15 IN N('_-)N-LGAC> BEARING NALL5 AND SILL PLATE5 I CIO IC0 4 2 2 120---- 2.64 t L,,I1jpji;er I.00i.E;5i.60 3 150 ;>.00 4.00 `. `c�kavlcated ridg,-- (;-onne--tioln !oods- asqu-& 0.6 cl* the roof assembly design dood, 100::i (0.6 x10 5. For bulidings kilth roof' 51ope5 of le,�5 than 3:12, the roof framing members 5holl be, atlloc,hed- to the, ridge, Ream with conn,c.tor5 In aeLcordcr.e, with table, 2.2A. HEADED 5FAN (FT) Roori 5HEAT11NO MIN. HEADER EIZE REQUIREMENTS EACH END OF HEADER FULL HIT STUDS 1 UP LIFT (LBS) 60 LATERAL (1-65) 132 2 1 5 1'EEAZER15 IN N('_-)N-LGAC> BEARING NALL5 AND SILL PLATE5 I HEADED 5FAN (FT) Roori 5HEAT11NO MIN. HEADER EIZE REQUIREMENTS EACH END OF HEADER FULL HIT STUDS 1 UP LIFT (LBS) 60 LATERAL (1-65) 132 2 1 5 2 2 CIO IC0 4 2 2 120---- 2.64 2�9 281 3 150 24 :96 l 2.1-6ly 41-51 b I&C '7 3 3 210 462 36 272 3 2,40 5:2a 3ie �06 5 2-10 5c14 956 4 4 300 660 1 4 4 550 126 12 5 r_ 5,60 -1q2 �_f r= =� E_ Z: 7 ' —_7 7- 100 3 120 0 0 150 60 1-70 edpe/ b" i'le! edge/ 4' flal 511rv,50"11 1YFE E;!ZE GUANITY REMARKS 12 A :,A5E11V4T H[V�FD. (2 -6'r. A'-5" P VOLOLE 6LAZED, LON E 6V -S5, N1714 SrRMN 29 2�9 281 212 369 24 :96 l 2.1-6ly 41-51 b DOLBLE GLAZED, LOW E 6LASS, WITH rY-'R-'F-H V A_ Hn.MM -4(9� 821 612 36 272 213 3ie �06 976 6�O G 956 2 x 350 DOIJELE 6LAZED, LON E OLA -75 1 561 1'-6'x 6'-5, 2 DOUBLE 64-AZED, LON E 6LA552, TEI`rI'F�tED 0158 1100 ri111_L Yi i DOOR, 3'--O'x 6-4>" I DOME 6LAZED, LON E 6LA_555, TEMPERED 5 693 796 906 1022 146 1345 F Fl>:P AVSLE LNIT-LEFFI 2'-.6'x 5_V 5 DMn-E 6LAZED, LOW F SLASS 1 -12 11 2D 255 267 6 FM:�' AtZ.-LE LNIT- V. -B' 5 DOUER-E 61_A=, LON E CAASS 260 H Ell ASS LE PICTI)RE 4'-2'x 4!-10' 5 DOUBLE GLAZED, LON E 6_A65 5Z8 736 36 152 178 45 94 J RCtAV T,' --r WIT 6'-C'x 2-4* 1 DOUBLE &LAZED, LL -4-4 E 0-A-55 585 K 00IMEE I-A-1EMEW 04!T 5'-O'x 4--5" a DOUBLE 6LAZED, LON E OLA5% Ii SrRM4 P19 8 618 734S,g TABLE 2.2A Uplift Connection Loads from Wind (For Roof -to -Nall, Nall -to -Noll, and Wall -to -Founds -700-yr, Hind Speed 3 -second gust (mph) 100 3 120 0 0 150 60 1-70 edpe/ b" i'le! edge/ 4' flal 105 Roof/Gelling A55embly De,519n Dead Load R010F SPA 0 U, ,it. GonnOct!on Londe, 6PS-0 0 p5f 12 Jolf,t or', ledger or bean (toe, nailed) j5- &d 5- lod I 10 ,<'• 9(_11 29 2�9 281 212 369 24 :96 2? 5 2 --7 2 DA62 412 -4(9� 821 612 36 272 213 3ie �06 976 6�O 729 956 48 350 1 561 651 141 856 0158 1100 60 428 68 5 693 796 906 1022 146 1345 p5f 12 70 BO 1 -12 11 2D 255 267 24 ill 2C" 260 2 37_ 278 386 328 456 3e1 530 q37 609 5Z8 736 36 152 178 45 94 221 2'-_1 495 585 680 7822 944 60 lag P19 8 618 734S,g 11 15 p5f 1246 6 6- 1 (98 47 117 209 2,4!: 291 24 69 Bi 24 M 236 266 -9 395 486 1163 92 4:12 56 197 326 396 470 549 616 4b !16 i0,55 12555 4� 26,2 �I!7 507 602 7 04 666I 60 140 180 22 aF 60 734 855 1057 20 p!5f 12 22 --2 i i i 123 575 155 119 275 24 9i 109 132 1;6 0,,L 244 291 z,53 444 5 2 7 5B 1-117 2 66 �56 4io 489 6- 756 50 19 201 129 524' 626 765 60 4� 20-1 1112 522 1638 763 961 :25 p5f 12 -I !Oil 60 255 99 129 161 195 2119 24 - I O4y 1264 '05 2 202 255-� 2� 311 402 5110 - 164 188 22-7 1 2 -6 21350 35051 429 556 40 239 252 !,2-11 i 376 c`7 6. 12 -5- 446 548 710 60 /126 i 542 666 865 A 1 L. I NJ <a R. E a L) I R,. 1*wol F.:! N1 '77 5 JOINT DEWRIPTION NU'-r3ER OF NUMBER OF NAIL 5PACINC, i COMMON MAIL BOX NAIL5 R.00r- FRAMINO Pbz1oLc.k;Inq, to Rafters (too, nailed)~ 2- 5ci 2- 10d each and Rim board to Rafter 5- 16dcoch end KALL FRA%KNO Top Plate. at 14-16d 5-16d rot jolsts Stud to Stud (face naked ) 12- 1&1 s 2- lbd 24"O.C. Header to Header (face nailed) 16d 16" OG olong=!t- FL,C)OR FRAMING Joist to Sill, Top plate 4 G-ri (toe nalled) 4- bod 14-10d per Jojq'5 nalled) 2- 5d --10-1 edpe/ b" i'le! edge/ 4' flal Blocking to sill or, top plate (toe naffed) 5-16d 4- 16d # each block Lc:daor stri to beam or 2;recler (face nolled) 15-16d. 545d ca, -,h lo!yt Jolf,t or', ledger or bean (toe, nailed) j5- &d 5- lod I er I _P _J_q��_ Sand ,Joist to na'led) 5-16d 14- led per jolatF' Band Joist to sill or top Plate, (toe, nalled) ?84 per Foot I ROOF -nHEATIN6, HOOD STRUCTURAL R,,,%NZ-L_7- 0 Rideye Connection Loads from Wind t� (Dead Lood Aa5umptlon5: Roof A-_v-,orribly DL=!Op5f,) P Ra�,ters OR trusses 16" O.G. r R_ Pd`tar or Tru55e,5 ovcr lb" Iod 10d edpe/ b" i'le! edge/ 4' flal ble end- wall rake, or aable i onrake loci b" edqr--,l 6" NOIC I- - Od,��Ie end wall roti-_ or tri)55 with stru. ovtlooker�;",' ad —a - Iod 6" edge/ 6" flek Gable end wall rutkc or rokc truss w!thoul- bl-d 'Dd lod 4" edq--1 4" flelc GE (LINO SHEATHIIN6, G'12sum. wall board 15d coolers eche./ i2:'tIfeld VI LL SHIEATI1,146 edge,/ 6" f'old VJ'ood strvctureipe;'eLcstuds tL:te_2�' oG. 'P lod 6" edge'l, 12" fl'51d 1/2"' and 25/32 3" edge/ 6" flId 1/2" Oyp_sum wall board 5d coolero -1" edge/10" fl' -'Id FLOOR 5HEATHIN16 -Hood st-ur-tviral ronela, 1, or -Less 10,41 12" fief .vk)od qtrv._,tvraI panels qrenter than I" i lod E 16d 6" edo-e/15" field Gov-1F,on rc-'Istont I' goo ge roofing nalI5 and 16 oago staples permitted NA1.15: Unle5s otherwise stated, 51ze5 shown are, for corr.m,-,n 4 nofle,. ox of periumatIc. naris of equal dlom.-ter cnd or e,reater length than speclflaeA o'nove are pertri'Accl. T ABLE 2.2B Rideye Connection Loads from Wind t� (Dead Lood Aa5umptlon5: Roof A-_v-,orribly DL=!Op5f,) -100-yr, Hind :':f eed 100 120 14 150 i6o 1,10 616 5-svc,on,_-;l q,) ---t Nph) RCOF Roof Pi ch GPAN (FT) Unit Gon.rectlon Load,5 (P [L2 91 105 17.0 205 24' , ?84 s.27 5,97 24 I82 211 .487 566 5:12 213 3ie (19 616 130 652 I S, 4b 422 545 678 621 971 1157 186 60 527 66 8 8 1026 31 1121 !6>6 9E, 6 6- 1 -7-7 (98 1 !'5 I Aio 6B 99 - ZV 1 266 1 52 '2 24 M 177 211,16 250 1163 4:12 56 197 21A 0) 353 452 559 674 196 927 i i0,55 12555 4� 26,2 152 01414 699 842 9952 1159 100 12 1 51 60 69 88 109 132 1;6 162 2200, 1 25?5 5:12 24 1 02 ;�0 1-117 1 19 A2B -�6� 2 _�196 15�2 466 564 51111, jia506 756 50 19 201 21 20-1 2�0 1-16 5286-11/14 72 -7 836 !Oil 60 255 299 344 I 4a,2 547 660 780 909 I O4y 1264 12 55 0 51 99 119 141 164 188 22-7 24 9 !21 i 162 1: 199 239 252 !,2-11 i 376 c`7 6. 12 56 1 1a,3. 166 190 242 298 _�58 1 423 49;: 660 4 190 1 2-21 254 478 564 655 901 At '1 6-1 12 597 -704 1 '959 13421.� .2 49 62 1 6 94 14 15% I 175 2, 1 24 I 9e. iio 125 ul 221-1 205 5052 412 '7: 12 1:2.12 36 4-7 1;55 85 229 399 458 632 4e> 96 ZZO 246 306 3-"4 448 5221 6111 642 6 244i275 _08 .A 52 465 I 560 659 70 - 87� 1053 ZI ts > ]IJ x < 1z 0< ks') v q, J, A V T], _73 "YIN I > IL tr3 UJ [U [Y_ < LU L Lu [v X Ll' < nr of L tS fz: , lu j 7- < =1. 7 Le < "S < D lu al Lf' a) 14M :Z ®r C\ S- GOM.MIEYSION NO. R032519 Sheet A4 LEGEND- - 99— EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR (98.4] PROPOSED SPOT EL. TH 1 tti hGM �O �e TEST HOLE 2� SLOPE OF GROUND �Q> UTILITY POLE Y FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING LICE # 19-025 (HISTORIC) Scale: 1"= 20' 0 10 20 30 40 50 FEET NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS AVAILABLE 3. THIS I PLAN IS FOR PROPOSED WORK ONLY AND NOT TO' BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 4. 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. I LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 151 PARCEL 53 ZONING SUMMARY DOWNEY ZONING DISTRICT: R-40 DISTRICT Locus I fax 508-362-9880 REQUIRED: PROVIDED: tti hGM �O �e a M. 19,614±S.F. MIN. LOT FRONTAGE King's Way �� 0 �-P � �'�` ♦�� r cax 1 FRONT SETBACK �oG IlPond oca �a 20' 41.0'/27.3' Setucket so Qa REAR SETBACK 20' 33.8' o BUILDING COVERAGE 25% 9.8% MAX. BUILDING HEIGHT 35' LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 151 PARCEL 53 ZONING SUMMARY DOWNEY ZONING DISTRICT: R-40 DISTRICT off 508-362-4541 I fax 508-362-9880 REQUIRED: PROVIDED: MIN. LOT SIZE 40,000 S.F. 19,614±S.F. MIN. LOT FRONTAGE 150' 173.84' MIN. FRONT SETBACK 30' 50.6' MIN. SIDE SETBACK 20' 41.0'/27.3' MIN. REAR SETBACK 20' 33.8' MAX. BUILDING COVERAGE 25% 9.8% MAX. BUILDING HEIGHT 35' OWNER OF RECORD ELIZABETH ANN CURLEY - 2585 RIDGE STREET YORKTOWN HEIGHTS, NY REFERENCES DEED BOOK 3386 PAGE 317 PLAN BOOK 203 PAGE 111 (LOT 20)-,rz C, : 7 1 k IE D, APR 2 4 2019 YAKIAOUTH OLD KING'S HIGHWAY 3 L O i9 YARMOUTH OLD KING'S ----HIGHWAY,--- REFC' SITE PLAN MAY 142019 OF SOU 1,y N GCCP;, #37 BRAY FARM ROAD 1 O TH YARMOUTHPORT, MA to I+AAt1� �ZN0�1,%n DANIEL cG�\ IANIELA. tiG�* A- 0 . OJALAOJALA ' CIVIL q No. 40980 } o No. 46502' e OP S\0 01ST RV Ey z �x�sS10N'Al ' ► i r v (�/ DATE DANIEL A. OJALA, P.E., P.L. PREPARED FOR JOHN DOWNEY DATE: APRIL 24, 2019 off 508-362-4541 I fax 508-362-9880 downcape.com down cape engineering, inc. civil engineers land surveyors 19 - A Q 4 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 19-025 DOWNEY.DWG TOP FOUND. EL. 53.5' PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 45.4' MINIMUM .75'10F COVER OVER PRECAST BF EL 45W 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 SYSTEM 42.0-43.0' 1�� I!101 MI i 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS PROPSOED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR PROPOSED PRECAST LEACHING CHAMBERS TO BE AASHTO H-20• DESIGN LOADING FOR SEPTIC TANK TO BE AASHTO H-10. 5. PIPE JOINTS TO BE MADE WATERTIGHT. ^°°°°°°°^000^0^°^°°°°°°°°°°°°°°°^°"° °° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. 10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ( 10 % SLOPE) FOUNDATION 10' - LEGEN D tXIJ I INIi UUN I UUN X:99-1 EXIST. SPOT ELEV. -[991- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. NOTE: 2" MIN. WALL BLOCKS OR 2� SLOPE OF GROUND 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH UTILITY POLE 'Q FIRE HYDRANT PRECAST H-10 RISERS (TYP.) 0" 42' 0" A THICKNESS REQUIRED A LS PRECAST RISERS 10YR 4/3 310 CMR 15.000 TITLE 5. ( ) 6" 6„ 2'� B 42,4 B 6" MIN. SUMP 4"OSCH40 PVC LS 30" MORTAR ALL H-20 10YR 5/8 C PERC C ,.: MS MS 12" MIN. INT. DIM. PIPES LEVEL 1ST 2' 4' �ENDS mmlo COMPONENTS (� P ) INV'S EL. 39.0 4' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT INSTALL TEE SIDES 40.0 TO BE USED FOR LOT LINE STAKING OR ANY OTHER *42.22' 10" 1500 GAL H-10 14" °°°° o°°°o°°oe >.Oo°o PURPOSE. MPaP O �� ®�En 41.22 TEE SEPTIC TANK TEE 40.97 a�o�o�o� O°0000000°O° WATERTEST D'BOX o ;�000�o�o 000000aaaao 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. GAS BAFFLE O O o ° O o °00°°0.0°O° FOR LEVELNESS C� ° ° ° ° '°°°°O°O° GC��711��C�� CJ°o°o°o°o °°°°°° °�� >°o°o°o°o 0000°°°° a000�oo�ooa ��®®a00000ao ,o°oo° , 37.0 9. COMPONENTS NOT TO BE BACKFILLED OR VE y: 4' LIQ. LEVEL (ACME OR EQUAL) : 39.27' 39.1' °°°°°°°° 0000°°°° CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH * ; AND PERMISSION OBTAINED FROM BOARD OF HEALTH. ,,.:.._•-: J°O O O O O O 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 O�'t. ° ° ° ° ° ° ° ° O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H-20 500 GAL LEACHING CHAMBER BY ACME PRECAST OR QUAL. ^°°°°°°°^000^0^°^°°°°°°°°°°°°°°°^°"° °° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. 10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ( 10 % SLOPE) FOUNDATION 10' - LEGEN D TEST HOLE LOGS ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED DIGSAFE (1-888-344-7233) AND VERIFYING THE 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' LOCATION OF ALL UNDERGROUND & OVERHEAD LOCUS MAP COMPACTION. (15.221 [21) n UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'± 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ( 10 q; SLOPE) (1 SLOPE) BEACH NG REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 151 PARCEL 53 32.0' BOTTOM TH-1 SEPTIC TANK 17' D' BOX 12' LEACHING NO GROUNDWATER FOUND 12. ROOF RUNOFF TO BE DIRECTED TO DRYWELLS. FACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ZONING SUMMARY ALL UTILITIES AND ALL BUILDING SEWER OUTLETS OWNER OF RECORD AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ZONING DISTRICT: R-40 DISTRICT ELIZABETH ANN CURLEY REQUIRED: PROVIDED: BENCHMARK: 2585 RIDGE STREET MIN. LOT SIZE 40,000 S.F. 19,614±S.F. MAG SET YORKTOWN HEIGHTS, NY MIN. LOT FRONTAGE 150' 173.84' =40.4' NAVD88 MIN. FRONT SETBACK 30' 50.6' ^� REFERENCES MIN. SIDE SETBACK 20 41.0'/27.3' � MIN. REAR SETBACK 20' 33.8' A17 Fi DEED BOOK 3386 PAGE 317 MAX BUILDING COVERAGE 25� 9 807 - ENGINEER: CRAIG J. FERRARI, SE ENGIN tXIJ I INIi UUN I UUN X:99-1 EXIST. SPOT ELEV. -[991- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH1 TEST HOLE 2� SLOPE OF GROUND COL) UTILITY POLE 'Q FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED DIGSAFE (1-888-344-7233) AND VERIFYING THE 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' LOCATION OF ALL UNDERGROUND & OVERHEAD LOCUS MAP COMPACTION. (15.221 [21) n UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'± 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ( 10 q; SLOPE) (1 SLOPE) BEACH NG REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 151 PARCEL 53 32.0' BOTTOM TH-1 SEPTIC TANK 17' D' BOX 12' LEACHING NO GROUNDWATER FOUND 12. ROOF RUNOFF TO BE DIRECTED TO DRYWELLS. FACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ZONING SUMMARY ALL UTILITIES AND ALL BUILDING SEWER OUTLETS OWNER OF RECORD AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ZONING DISTRICT: R-40 DISTRICT ELIZABETH ANN CURLEY REQUIRED: PROVIDED: BENCHMARK: 2585 RIDGE STREET MIN. LOT SIZE 40,000 S.F. 19,614±S.F. MAG SET YORKTOWN HEIGHTS, NY MIN. LOT FRONTAGE 150' 173.84' =40.4' NAVD88 MIN. FRONT SETBACK 30' 50.6' ^� REFERENCES MIN. SIDE SETBACK 20 41.0'/27.3' � MIN. REAR SETBACK 20' 33.8' A17 Fi DEED BOOK 3386 PAGE 317 MAX BUILDING COVERAGE 25� 9 807 - ENGINEER: CRAIG J. FERRARI, SE ENGIN 13871 WITNESS: AMY VON HONE, RS DATE: 2/27/2019 PERC.' RATE _ < 2 MIN/INCH CLASS I SOILS 'Q ELEV. 4 0" 42' 0" A A LS LS 10YR 4/3 10YR 4/3 6" 6„ B B LS LS 30" 1OYR 5/8 39.5' 36„ 10YR 5/8 C PERC C MS MS 1OYR 7/4 1OYR 7/4 120" 32' 120" L NO GROUNDWATER ENCOUNTERED DCE # 19-025 ELEV. 52' 49' 42' PROVIDE 62' OF 40 MIL 'LINER AT 5' OFF SAS IN AREA SHOWN. TOP AT ELEV. 40.0', BOTTOM AT EL. 36'± 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) B LAYER ON LOW SIDE. J 1 AR.�r ROA :., -NO R TIS 38 W 00 N O 44 DR ELL W/ k5 ro o _ III tls I I 1009,' RESERVE __� \``ti�4s 0 H1 �> E I aM� 1 In h f TH2RD -mss of 5 DRYWELL W/ w... f 2' STONE 54 [521 5� LOT AREA Sa. 1 %614± S.F. N80.3217 W Scale: 1"= 20' 0 10 20 30 40 50 FEET TIO am PLAN BOOK 203 PAGE 111 (LOT 20) MAX. BUILDING HEIGHT 35'° ° r SYSTEM DESIGN: 9%' Q0 PROPOSED RDDWELLING J .. F.=45.5 DRYWELL W/ 54 2' STONE Yarmouth Health Department RD 3• r Name Date [52.81 [601' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 615 S.F. 455 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND , MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF #37 BRAY FARM ROAD NORTH YARMOUTHPORT, MA PREPARED FOR JOHN DOWNEY P SOF&-,-" DATE: MAY 17, 2019 DATE: JUNE 18, 2019 (RESERVE AREA) ^� DANIELA 7 a` DANIHL err, OJA�c;` P 1` ;.'1 off 508-362-4541 ( CIVIL " 0jAI 1 `° �:= fax 508-362-9880 AN / � �� 0 v O. 43502 �4 downcape.com 8 /S T �`?� 00WO cape engineering, enc• a civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 19-025 DOWNEY.DWG