Loading...
HomeMy WebLinkAbout2023 Sign off Transmittal - New 4 brm Home {of Y4k TOWN OF YARMOUTH HEALTH DEPARTMENT ..* PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: /�-� Building Site Location: �b 0 /` 1 6 A, Proposed Improvement: CO n S /L (-1" S"1rf4 cart i /--) beet/o a ii d nve w/ ;�- Applicant: 1- I e i 0 Core Tel. No.: 1 51 ' 5%9 r 53 I s Address: I 1 S ) (A) 5.,67.r� Jv\po a3-KLI Date Filed: **If you would like e-mail notification of sign off please provide e-mail address: b Pr Pg2Me-nk'fa O SN A c c<t R e., Car\ Owner Name: Owner Address: Owner Tel. No.: RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. t:CAM© Please submit three (3) copies of plans, to include: APR 0 5 2023 (1.) Site Plan showing existing buildings, water line location, and septic system location; HEALTH DEPT. (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: Cie �waL--- DATE: 4/- - PLEASE NOTE COMMENTS/CONDITIONS: J> >> -I �-< =r cm1N 28-0" r m 1 A n Z 0 I'-0y, r 3'-6" r 10'-0' �, 13'-6" r cs`W N A rT)m F ILO"-, r- IV-0' /1 9'- "8 r A� 7 mU U, �z _3 Z > LT) Z 0 m X N m m �, m 0 �� A r N Z,- 2 0D m \ L- flO 3-0"A A3'-0" y cl r a I O i m mA > �, a II �cco a z m 0n v a c �� - D Nn m a co D^'D o Arr, m N t m D m p 70 > m H n A r , 6-0" T. A n m O P I e z O N0 ,_ 11 > c \ !�'- - O R H 0 O -ni - m ON O II DQW - 0)mA0Z i C m O D � J D =3 a { m m 0 mzD +O z r A O r A r r 1;) \ �.g m 3 -( O o_ V3 r 5'-10" Xr 3'-6" • z ! BEAM BY SUPPLIER I I b ! o m = > "n ! m r w II A s A- O -n r is-) W A) > 0 o ! I I o X � /I 0 -0 A KS > z `= BEAM BY SUPPLIER r • ' m > * z —- •o ! p z v rD \ p ® ®co J y O r j �z �- ®a®_ a 3 - i / m A °� n A - X n yrg II e ! 3 - 1 O o �. ill Z 1- __ o In it r • o !� 0 3'-0" 6'-0" J J A W -° 6 N =m -0i, o n > o VIII / ,, o • y i •`Z Innl o m fll O cc IPU� —11 —' 0 o ! ? (- VI o GI A 24'-0" I- o D Z v , 2a'-0" A I/2"ANCHOR BOLT SPACED 10.CONC FOUNDATION WITH DAMP-PROOFING _ 4'CONCRETE SLAB ON 95% COMPACTED GRAVEL, MIN 4" GRAVEL S0'-0' / 19'-0" T. 7" f-I' 1 2'/ 24.X 12'CONC FTG _ _ _ TO BE 4'-0'MIN DAMP PROOF BOTTOM "' BELOW.GRADE. \ \ \ '�.. , OF FOOTING TO .,•... .:.... .......... ,,.,:..:., .<....,,.... c.. ...r.t,.;;. \ \ r � ' FINISHED GRADE. 2'"p' Q LOCATIONS ARE 2 J ING COI'7MNDATION.GC S O1 CONDITION [ TO CONSULT WITH BEAM SUPPLIER FOR PROPER 1ev"y �© SCALE. I/4" •- 1'-O' SUPPORr LACATpR N. , j T p' d-S' '3' j�, BEAM POCKET In'ANCHOR BOLT SPACED c L DETERMINED Ten. N o SIZE OF BEAM. v-0'O.C. R n43 — —El./a- iG 10'CONC FOUNDATION WITH M DAMP-PROOFING 24'X 24'X 12'CONC. I TOOTING. F \ 9 V2'LALLY. S irk i r 4'CONCRETE SLAB OTI 95f T�I ? COMPACTED GRAVEL,MIN 4' > y `- - - le ' T GRAVEL ♦ �� ,L J • b y \ \ Y`MINE M - 24'X 12'GONG FTG DAMP-PROM.BOTTOM OF �,2'-0'�. TO BE 4'-0'MIN 1'-6j IO-B' .4 I/1. 16'-6'R.O, / TOOTING TO GRADE. BELOW.GRADE.CONDITION _� 10SCALE: 1/4" - I'-0" FOUNDATION PLAN SCALE.I/S'- 1'-0' 4'CONCRETE SLAB ON 415.1 6115125 I COMPACTED GRAVEL,MIN 4' GRAVEL :::Iir 1 10'COW FOUNDATION WITH DAMP-PROOFING le Ibill 24'X 12'CC NC FTG DAMP-PROOF BOTTOM OF TO BE 4'-O'MIN 12, I L BELOW.GRADE. FOOTING TO GRRADE.ADE. THESE DRAWINGS ARE FOR PERMIT AND CONDITION O GENERAL CONSTRUCTION USE ONLY. SCALE: 1/4• - 1'-0' ALL ENGINEERED LUMBER, LOADS OR CALCS ARE THE RESPONSIBILITY OF THE GENERAL - CONTRACTOR. ANY AND ALL STRUCTURAL AND in'ANCHOR BOLT ARCHITECTURAL ENGINEERING REQUIRED 15 BY SPACED 6'-0'O.G. THE CONTRACTOR. HOUSE SIDE GARAGE SIDE ASPHALT OR OTHER 4'CONCRETE SLAB ON RIX ANY ERRORS OR OMISSIONS ON THESE COMPACTED GRAVEL,MIN.4' 4'CONCRETE SLAB ON R5E GRAVEL. COMPACTED GRAVEL,MIN.4' DRAWINGS ARE NOT THE RESPONSIBILITY OF GRAVEL. THE PREPARER. PREPARED BY TOM FERRONE, 10'FOUNDATION WITH T' CS-087743, 774-254-6034 DAMP-PROOFING KY FOUNDATION WITH DAMP-PROOFING 24.X1'-O'CONC FTG TO BE •MINIMUM 4'-0'BELOW GRADE. 7-0' 24.X 1'-0'=NC FTG TO BE Dote: 07/01/21 I MINIMUM 41-0.BELOW GRADE. /A\ 1 Revisions. 1.2'-0'1 f� 2 . I Scale: �` AS NOTED 'O CONDITION CONDITION 4 SCALE. 1/4' - 1'-0' FOUNDATION r r-J -. 29'-0" PL r ' I DC N 1 a 1 , I - o 10A' v a-8" i N r- r a I I I 1 (f) m ' Ni §8 = 5-6" J, 3'-10" A0 a 11 < o � rn -I Z O ' V• ---_1�A �^ /� o rn _ ril �fU�1 Dr3 - n rn oto 1 0 0 1 a� u m 3rn = 0 I 6-0" 1 0 N Z--05 � m Um ij a = g> F v es w r (R-n > m ' r1 , ON = rnD � m -n a = m" 11 < o rn0 < rc (l r < ! ! ! NX0Ai D8 r < coD e << 8 rn -1 u > 3 D � � fTl // Oz 3 N y m I- / m 3 O D• Dn1m CO // f DXOZ // < mr /Zl 0 // to AJ v D <o \ CO rn I 14'-4' L. . 13'-4" Z n-i0D -ID0>> L» NiA2 LAOAr mi - t m>-( mnZmr Zm E _L m N (11 r�Tt Z 2') Ci $m�A Z iDm� mo Dm 1' �% �Ilil� • �'AY7 1 71 r i . Jx1.W DCm• Nm Zf e. L - �C., (%11) I zM OrDOp -10 Q N 6 r yms0 AD�c �� m I] N ll 3 a p .._.._ ------- :-� W Q . 0 ..DL(Np mOrm Zm D O u@AA- m 1 �1 u, A o �^' Z AD�A CO rr �mN z1-Or m"A D n _ A m NA o 'n N °y m u D' or O A-1=p S2A N., o -IoN= InAm0 r3 N Z u 3Enm -0 o a :(-1 o AA Z A D O O m m p A m n v -n Aj rAr H Z (p D zm CO 0 -<v ALL LUMBER SIZES SHC.IN ARE ALL LUMBER SIZES SHORN ARE RECOMMENDED.GC TO CONSULT RECOMMENDED.GC TO CONSULT WITN SUPPLIER PRIOR TO WITH SUPPLIER PRIOR TO 50._0. CONSTRUCTION. CONSTRUCTION. , / 12'-0' I'-O' 1.1111 N--- _J_-__ --�L f_ _-_-'I A �IN�STAIRWELL STAIRWELL O O LI O LI O 4 0'C 1 III _' RS '1lI i F F 3 F 11 _ _ III_ --` I 7i. r _ - 2 CAR IIIIIII' • I TJI-le I-II,.O L I-IV ai VAULTEDED C CEILING O O O O O O (SEE RAFTER PLAN) y ! 3 3 3 Yr L . ; I` "=;—}—;- TJI-K'OC I TJI-li'OC I TJI-16'OC. 1ST FLOOR - FLOOR JOISTS I SCALE: I/8' - I'-0' 2ND FLOOR - FLOOR JOISTS SCALEt 1/5" . I'-O" SOFFIT NOT TO ALL LUMBER SIZES SHORN ARE RECOMMENDED.GC TO CONSULT EXCEED B. WITH SUPPLIER PRIOR TO ALL LUMBER SIZES%OM ARE CONSTRUCTION. RECOMMENDED.GC TO CONSULT WITH SUPPLIER PRIOR TO •'� _ �,-0, / DONSTR� / ______________.____._ U V i U V O O a O I . ____�___________-- N--N-.-_. ROOF RAKE NOT o 0 0 0 0 0 =' • TO EXCEED i' a S }� O O O O O O \ �i i S 3 S' `J1 y I! y I I \\\\ F F F F _ 0 0 0 6 o a ; 3 3 ° 8 i 4 ER ER ER 3 _ E RI RIDGI BD. F : : : I a : I- F f I DOE Q6 -Fi_.__. .II, F } F F . AlM1 O O o O Ir-o' v v I o F VAULTED CRUM o 0 0 o II } A y 'y } �' i Y Y -* A I 6 \ 3 1. t F 4 F H 7,1 , i jic, 1 3te 41 ROOF RAFTERS SCALE: I/B' • 1'-0' 2ND FLOOR - CEILING JOISTS SCALE: I/8' • I'-O' Dote: 07/01/21 THESE DRAWINGS ARE FOR PERMIT AND GENERAL CONSTRUCTION USE ONLY. ,,MM Revisions: ALL ENGINEEREDLUMBER, LOADS OR TRCALCS ARE THE /� /I • Scale: RESPONSIBILITY OF THE GENERAL CONTRACTOR.ANY AND ALL /j/j\\`./}II STRUCTURAL AND ARCHITECTURAL ENGINEERING REQUIRED IS BY THE AS NOTED CONTRACTOR. 1 ANT ERRORS OR OMISSIONS ON THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF THE PREPARER.PREPARED BY TOM FERRONE, CS-O87743, 774-254-6034 F R A 1`1 I G cf 1' 1' q_oi 14'_2 1T 11 I. Ili II§ IR r. IIr II° I IIx II I II R. . II R. I I I, I N pn Z I1I1IIIIIII11I111I1IIIIIIIII D I i N �y L N A III z O I , m 1IIIIIIIIII[I ftt . II I m a Ili ri 1 iiini111111111 N I 7 __I • I IIIIIIIIIIIIII I� Jef Iiluulii 11 Dm D mD m0 r1I111IIIIN11111111'I11111111111 JN 70 I "'. I111111111IIU N •rn ®® D I 7N A Z ■L • _ IpJp' r I ► - _1N N 111111111111111111 11111 i x ro a o = ' puunnnuninnimiiir L —111 D D D D D D j> Zr di N F m C � z i 1m Z C a iar 8 1 po 3 P A (.0 W N r x p -I o r r AF 0 ? m -( . - r m znz O _ K.) N r Z Or -Ti A X (1 A . i Z 0- m> mmmm Tri 600 ^ 3 m az .. m 8 mN L m ionW gg3TpwrOOm ia D0 N m m x Z0 mA Apm N WM f l D C C -10 CP A i I 2 p z dm( IT m zsmm o 3 ZZ -Ja Z �' -IAA' rZFcl cN - tim o D tip �3 �3 m r ZzQ v A A T sy m rn ° O A ' (.0 a .cp xi(nNCI0rn 1-m m S zi- 73 w v D -� D p !n�N 6rmrp rn c nW - CcNr a ' o Drm i pr� N Z m T=fA- a dmmrrZZ , .D m D 7zq 0 � O - y E0Z N D p a m_ ZO A mz 0 rr,(n pN m m 5 s A D v \ 17111‘Hipipol rn ill 1�ma —I i Illh 0 z Tir73 !I...7 mm win mm MIN IIII11110IIIIII 111mmmnmmnmmml T= •nmm11nnnnnnumwiy, b „ A D v m , II II Ilr , . m T. H >,,-i r rn ,v n��D OZ-I rn>r mL D III N=AZ OZ-ImDr m= Ill my� ZOMZrr Zm --I all AIm AmcmCm mm vAz'A Dm-1D. Z D O Imo. c cr,. r0 • wDNA oZDnmm .nD z. avmo AA>Amp 1Z �� r r.1ApZpA OOD AN rn 11 w D m N 0=A-o Z T ��'IIIIIII p r rn 1 a�N- @0-(@D NA pp z mA ' j Z -Imz-I, 2m D- 9 ITS N o ppN-4 rLrOj< �3 zz 3im >p-( 7(-1 D m m E m r 0 z 1-(-I j ma O Z° z In ZA eN 'OX ZA _X —GP L cm S� SW Ca D03 • •N i rw 0 •-oI> F 0C 0A mm m D Z z n r O D r 0 0 r 0n, DD m ril mI mmX n i 3.1 A F D min O � ,,A.!,O' pm Z NP, 0 rNON ex 7m OZm f Ai T- �O mi �n < 0 m3 gXN Vr 0% mm -i O N z � vitt� ?UP p z N 1 mD Tv T 5'1il L r mAg �O� m9 N z A -ImAr L -, - L m ...! 874' 77pp 1 .,,,, �N r C -�pN ,h p ►� 3p n V, A Z Y A m D rnIII g rn �' m v O m0 z I __ �_ rn liki‘ =o I AI or�--�, Jr)o0Z al Lli / m2 111110 O/ rj Z 0 T z2 Amr z �1 A0 D N i AX ar s_- N < N D D 'SAD a, m N yQ= p 'O X Z n�. N aX. `�-� c r A-� m 0 -On la O < N c 1 Z3 c 9Ro-i ^ 0 Nt3n� m z i,D r tP f 1 5C -i to NC Z NOA n 3L V I I R p yOI OO,-p A�O ?e b a� r m . i to a pp�m e 0 m p<A e _ D O NmO �Nm v 0>>mmz P) r -4> n-i �mm-< ZnZmr CPN mDZm A-AmZ -im 777 XI A£££090 nn1Op0,z OM •. 0 • y (m 2Z a �mAo rZr0 cN T Z3 El = Gi p3 0y j3 ppA l ✓ l)^�) 1' dill mZN ZZO� Z4^ u°u y 1—;01 AO�Z zD=N 7(0 0 n7 ' ¢ LC `t ,Ilgi - 0 . "'� r"'o v O t7 tV Q m a m n02 A-1mp A -) W 0` fll O I�iql NTH mAZN 3 -0 no 0.0 0 N �LN .IppEi15;x m N JAD a Ll p wA0 0 p yE CpZ to z Az "{0 D m pN m m r