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HomeMy WebLinkAboutBLD-19-1159 ✓ "` RECEIVED [ OCT 2$2018 • BUILDING DEPARTMENT MICHELE CUDILO, P.E. By Consulting Structural Engineer 123 Cottonwood Ln.,Centerville,Massachusetts 02632-1979 •(508)737-8521 •mcudilo@comcast.net October 23,2018 • Town of Yarmouth Building Dept. 1146 Route 28 So.Yarmouth,MA 02664 • Attention:JAMES BRANDOLINI,Tim Sears Building Inspectors RE: New Residence Foundation 62 Old Hyannis Rd.,Yarmouth,MA Dear Mr.Brandolini and Mr.Sears, Please be advised that the above captioned project has been inspected on October 18,2018,and has reviewed the foundation as-built rain water runoff soil wash-out below the covered entry area footing,and remediation,as follows. Note that the 8"thick foundation walls were also cast at the time of observation,approximately 7'-10"height. I was informed that the footing reinforcing steel,444,and wall reinforcement,244 top and bottom,were placed. 1. The Covered Entry foundation enclosure,approximately 6'-4"x 5'-4"was in-filled from the top of this foundation wall enclosure area with high-strength concrete,approximately 6500 psi,until it filled the soil voids at the wash- out area,and fully sealed the gap that was observed(varying from 3"deep to 8"deep void). • The curing time required for use of this area is approximately one day. The final foundation repair and infill concrete conditions are acceptable to carry the building load on the foundation and soil. I trust that the above addresses your needs at the present time. Should you have any question on any of the above,please do not hesitate to call. Sincerrely,, *IeCudilEX6 OS URAL /2018-301 q STNoX74 cc: A.Limarino a ��FOISTEP/ tSsionnct' me • re me re 6 re T Tsqq i rw 1 .. 11 1 ' - „.0. 1 b'°'.._ I _.._-.... r:r`Id qt C iX. 'e•_ r.• 1 r+v 1 we 1 r•• 1 1 i .M .r,...a X F we i Y- 4 sneer 0 3• t N.: ♦ 1.3 .r.„ I T rr rr rr >t 1r t.^�.,,- =sr �.. <,•— .....,,� 1 i ix i . 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Consulting Structural Engineer 123 Cottonwood Ln.,Centerville,Massachusetts 02632-1979•(508)737-8521 •mcudilo@comcast.net October 23,2018 - Town of Yarmouth Building Dept. 1146 Route 28 • So.Yarmouth,MA 02664 • Attention:JAMES BRANDOLINI,Tim Sears Building Inspectors RE: New Residence Foundation 62 Old Hyannis Rd.,Yarmouth,MA Dear Mr.Brandolini and Mr.Sears, Please be advised that the above captioned project has been inspected on October 18,2018,and has reviewed the foundation as-built rain water runoff soil wash-out below the covered entry area footing,and remediation,as follows. Note that the 8"thick foundation walls were also cast at the time of observation,approximately 7'-10"height. I was Informed that the footing reinforcing steel,4#4,and wall reinforcement,284 top and bottom,were placed. 1. The Covered Entry foundation enclosure,approximately 6'4"x 5'-4"was in-filled from the top of this foundation wall enclosure area with high-strength concrete,approximately 6500 psi,until it filled the soil voids at the wash- out area,and fully sealed the gap that was observed(varying from 3"deep to 8"deep void). The curing time required for use of this area is approximately one day. The final foundation repair and infill concrete conditions are acceptable to carry the building load on the foundation and soil. I trust that the above addresses your needs at the present time. Should you have any question on any of the above,please do not hesitate to call. Sincerely, 4. MICHELE c� Michele Cudilo,P.E. s 01011-0 1- CTUR /2018-301 $ s7Na -rra m cc: A.Limarino VgFA' PIO I'ss ' • O lis--------"Tri--44._.._...._ )�re � Ti X -� s� 4, K, -`,.� _. .._.—�._ ___.._...... ..' ..—__._ _'._-n I 1c r 4cr wa*-_-_. 1.---1 1 L-14' t tf t 1e 1 1Y_ t$• 1Y tY ;1 soi Yww 1 - T 7 y 1 w.xw«4M Iw«N.anw.x is i Nw ah 1w�•Fanm� w..n� 'SI I. «jy:®xai«�M .«p i MM �«:M We" rc fa' H aae r b ' r ' t. t �� • i , - i ,.y i eo.m+n 5. y 1 ' ' ro d�I «w w W lu .. •�. ,. .. WM p f. 4P E 1:--,,,, : 1 _._.__. _..__.__... , .Sx'! ii, ._..' jam_ jj r .Y� '� �! °CFS «. z �j$ { J° ea I la ' ����._. I ' i �i.� accAvnrm..... I. '� p� k r m i e y !. I ; 11 . -. • L u2 .ran e - tail i I .. . . I .._ ' _.sy a ra_ 1 i ...._�__ '.- I 4 N fve Pa 1. xa 7{«"/rt'-t ruts. {�t ' _ E 1...x.).__ M k — a u • -13 D ! A + lNf1Cl 1 L .,e, m u rw �. } SA i po S } ! •a j e J rf_l n.r 1 .. ......, 1 Ti 1 ._.__...._ _ w�" _ 1/6 r.ps...w r • r ,„..:11,.....•-, FOUNDATION PLAN ~a --�gI• • /� 1 >, >cA .5 •M }. rq y (e • }x< • V. 't%F+ ;:.-if. r F - FLOOR PLAN ^ FOOTING DETAILS Tr.a'c!cR DOLT SPACING 8 CONCRETE WALL RS= ae x gin. t 1-1Ofi1 1GNaCON wa nat 7,,••••07 rix` I x .-S 00Mgn8 Yea.' 4 • MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Ln.,Centerville,Massachusetts 02632-1979•(508)737-8521 •mcudilo@comcast.net D G a i � R G ('� G ` October 23,2018 • Town of Yarmouth G �p1� Building Dept. c 2 1146 Route 28 O�'` 1001 So.Yarmouth,MA 02664 BV I O‘t4G0 - • Attention:JAMES BRANDOLINI,Tim Sears Building Inspectors RE: New Residence Foundation 62 Old Hyannis Rd.,Yarmouth,MA Dear Mr. Brandolini and Mr.Sears, • Please be advised that the above captioned project has been inspected on October 18,2018,and has reviewed the foundation as-built rain water runoff soil wash-out below the covered entry area footing,and remediation,as follows. Note that the 8"thick foundation walls were also cast at the time of observation,approximately 7-10"height. I was informed that the footing reinforcing steel,4#4,and wall reinforcement,2#4 top and bottom,were placed. 1. The Covered Entry foundation enclosure,approximately 6'4"x S'-4"was in-filled from the top of this foundation wall enclosure area with high-strength concrete,approximately 6500 psi,until it filled the soil voids at the wash- out area,and fully sealed the gap that was observed(varying from 3"deep to 8"deep void). The curing time required for use of this area is approximately one day. The final foundation repair and infill concrete conditions are acceptable to carry the building load on the foundation and soil. I trust that the above addresses your needs at the present time. Should you have any question on any of the above,please do not hesitate to call. • Sincerrely, a/AAd /��„' G4„OF MAsets7 '� Eaele Cudilo, P.E. CUD1aFAl co 3477 /2018-301 $TRUC 47 ag No 4 cc: A.Limarino qFo�EPe a . .ge .JesC '' . 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"4 ebb.-,e '+p'.: .., � ,r-�r X1, lFr ye N + P .`.YC / �r,iu Rely .,elR :' `L', �k C t .yam 3 a.9' T~y\ ° :� '4s^....'� :+ ,l Yds r o§ lg'r-O'y" .,�'` .ry ,........a;„,� 'fl. Jf pp • p , -41 ,fi + -'• ;. o. /• _.tom - s t� f 1 .ay< yam' R • 1 f i _ • 1. i ., ji fj;_ -• • 7 q �y � z + t i ��1....,... ...aV.... S .�. .x .uye�.n..,6uyw � 1. i }}y. ! I 1j e ! �.; } I + . .,�,..t- l <1'J }1`(xtik �.e t i 3v. � . 1 ••• 1 *a 1rix •' tij{ l � 1'til�'4* ta- - , _ '''.<1 s►t,A. ?.. '� rY i. • '..It.J . riT �'.R;Me - -t. 7 AIDC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE CHECK MASSACHUSETTS TTS CHECKLIST FOR COMPLIANCE 1180 CMR 5301,2,1,1) � COMPLIANCE 1,1 SCOPE WIND SPEED (3 -SEC. GUST)----------------------------------------------------------------------- ---_ 110 MPH WINDEXPOSURE CATEGORY--------------------------------------------------------------------------------8 11,2 APPLICABILITY NUMBER OF STORIES (A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) _ 2 STORIES < 2 STORIES I ROOF PITCH----------------------------------------- (FIG 2) -------------------------------------12/12_< 12:12 �- MEAN ROOF WEIGHT---------------------------------- (FIC; 2) ------------------------------------- 22 FT < 33' BUILDING WIDTH, W-------=--------------------------- (FIG 3) -------------------------------------SFT < 80' BUILDING? LENGTH, L --------------------------------- (FIG 3) ------------------------------------- 55 FT < 80' �L BUILDING ASPECT RATIO (L/W) ------------------------ (FIG 4) ------------------------------------- 1.25 < 3:1 NOMINAL WEIGHT OF TALLEST OPENING?2---------------- (FIG 4) --------------------------------------8 -&< ro' 8" 13 FRAMING CONNECTIONS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS---- (TABLE 2)---------------------------------------------- -�- 2,1 FOUNDATION FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 CONCRETE---------------------------------------------------------------------------------------------- �� CONCRETEMASONRY------------------------------------------------------------------------------------y 2,2 ANCHORAGE TO FOUNDATION', 5/8" ANCHOR BOLTS IMBEDDED OR 5/8" PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY BOLT SPACING= -GENERAL ------------------------- (TABLE 4) -------------------------------------- 4_ IN. BOLT SPACINGS FROM END/JOINT OF PLATE --------- (FIG 5)----------------------------------� �-1�'� IN. < 6"-12" BOLT EMBEDMENT -CONCRETE --------------------- (FIC? 5) ------------------------------------ -7 IN. > 1" �- BOLT EMBEDMENT -MASONRY ---------------------- (FIG? 5) ------------------------------------- 0 IN. > 151, �- PLATEWASHER ----------------------------------- -------------------- 'FIG 5)-------------------------------------- > 3X3 X1/4 3,1 FLOORS FLOOR FRAMING MEMBER SPANS CHECKED ------------ (PER '180 CMR 55.00) ---------------------------------- -v MAXIMUM FLOOR OPENING DIMENSION ----------------- (FIG 6) -------------------------------------- S FT < 12' �L FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2' FROM EXTERIOR WALL (FIG ro) ----------------------------- MAXIMUM ---------------------------_MAXIMUM FLOOR JOIST SETBACKS SUPPORTING LOADBEARING WALLS OR SHEARWALL . (FIG 1)--------------------------------------0 FT < d MAXIMUM CANTILEVERED FLOOR JOIST SUPPORTING? LOADBEARING WALLS OR SHEARWALL . (FIG 8)-------------------------------------- 0 FT < d �L FLOOR BRACING At ENDWALLS----------------------- (FIG 9) ------------------------------------------------ -�- FLOOR SHEATHINGS TYPE ------------------------------ (PER 180 CMR 55.00) ---------------------------------- FLOOR SHEATHING THICKNESS ------------------------- (PER 180 CMR 55.00) -------------------------- IN. FLOOR SHEATHING FASTENING ------------------------ (TABLE 2)___a_d NAILS AT 6 IN EDGE/__J2_IN FIELD �L- 4,1 WALLS WALL HEIGHT LOADBEARING WALLS----------------------------- (FIG 10 AND TABLE 5) ----------------------- FT < 10' V NON-LOADBEARINGWALLS _----------------------- (FIG 10 AND TABLE 5) _-----------------------S-O FT < 20, WALL STUD SPACING --------------------------------- (FIG 10 AND TABLE 5) ------------------- fro IN < 24" O.C. WALL STORY OFFSETS ------------------------------- (FIG 1 4 8) ----------------------------------- 0 FT < d �- 4,2 EXTERIOR WALLS3 WALL STUDS LOADBEARING WALLS ----------------------------- (TABLE 5) ---------------------------- 2X &-_z_FT_0_IN �- NON-LOADBEARING WALLS------------------------- (TABLE 5) ---------------------------- 2X r2 -SFT 0 IN _�- GABLE END WALL BRACING' FULL HEIGHT ENDWALL STUDS ---------------------- (FIG 10) ------------------------------------------- -- WSP ATTIC FLOOR LENGTH------------------------- (FIG 11)----------------------------------- 0 FT > W/3 �- GYPSUM CEILING LENGTH (IF WSP NOT USED)--------- (FIG ii) ----------------------------------- -0 FT > 0.9W AND 2X4 CONTINUOUS LATERAL BRACE Q 6 FT. O.C. (FIG 11) ----------------------------------------------- V OR 1X3 CEILING FURRING STRIPS O iro" SPACING MIN. WITH 2X4 BLOCKING s 4 FT. SPACING IN END --------- JOIST--------JOIST OR TRUSS BAYS---------------------------------------------------------------------------------- -�- DOUBLE TOP PLATE SPLICE LENGTH --------------------------------- (FIG 13 AND TABLE 6) ----------------------------$- Ft SPLICE CONNECTION (NO. OF trod COMMON NAILS) (TABLE 6)--------------------------------------- 10 LOADBEARING WALL CONNECTIONS LATERAL (NO. OF 16D COMMON NAILS)------------ (TABLE 1)---------------------------------------- 2 NON-LOADBEARING WALL CONNECTIONS LATERAL (NO. OF trod COMMON NAILS) ------------ (TABLE 8) --------------------------------------- -2 LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADER SPANS --------------------------------- (TABLE 9)-----------------------------_.9?_FT _0 IN, < 11' SILL PLATE SPANS------------------------------- (TABLE 9) ______________--__-----------.� FT _QIN. < 11' FULL HEIGHT STUDS (NO. OF STUDS)--------------- (TABLE 9) __________________--------_-_---_-------3— NON -LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE HEADER SPANS ---------------------------------(TABLE S) ------------------------------- 0 IN. < 12'�� SILL PLATE SPANS ------------------------------ (TABLE 9) -----------------------------SFT Q_IN. < 12'�� FULL HEIGHT STUDS (NO. OF STUDS)--------------- (TABLE 9) -------------------------------- -------- - y EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLI� MINIMUM BUILDING DIMENSION, ( W ) NOMINAL HEIGHT OF TALLEST OPENING2--------------------------------------------------------- �a< 68 y SHEATHING TYPE-------------------------------- (NOTE 4) ----------------------------------------- 1/2'• -�� EDGE NAIL SPACING ----------------------------- (TABLE 10 OR NOTE 4 IF LESS) ------------------- IN. FIELD NAIL SPACING ----------------------------- (TABLE 10) ------------------------------------ ------------------- IN, SHEAR CONNECTION (NO. OF trod COMMON NAILS) (TABLE 10) _------------------------------------- PERCENT FULL -HEIGHT SHEATHING------------- -- (TABLE 10) ----------------------------------- 5% ADDITIONAL SHEATHING FOR WALL WITH OPENING > 6'8" ( DESIGN CONCEPTS) ------------------------- MAXIMUM ----------- -----------_MAXIMUM BUILDING DIMENSION, ( L ) NOMINAL HEIGHT OF TALLEST OPENING 2 ---------------------------------------------------- aL-0< role SHEATHING TYPE-------------------------------- (NOTE 4) -------------------- EDGE NAIL SPACING ----------------------------- (TABLE 11 OR NOTE 4 IF LESS) --------------------- IN, FIELD NAIL SPACING ----------------------------- (TABLE 11) --------------------------------------- IN.y SHEAR CONNECTION (NO. OF 16d COMMON NAILS ) (TABLE 11)--------------------------------------- PERCENT ------------------------------- ------PERCENT FULL -HEIGHT SHEATHING (TABLE 11) --------------------------------------- 5% ADDITIONAL SHEATHING FOR WALL WITH OPENING > role" (DESIGN CONCEPTS) -------------------------- WALL ------------------------_WALL CLADDING RATEDFOR WIND SPEED?------------------------------------------------------------------------------- -- S,1 ROOFS ROOF FRAMING MEMBER SPANS CHECKED? (FOR RAFTERS CUSE EA�WC SPAN TOOL, SEE BBRS<WEBSITE) ROOF TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT --------------------------------------- (TABLE 12) -------------- --- U -3-0-5101-F �L LATERAL-------------------------------------------------------------------------- L=1 -t6 PLF SHEAR ----------------------------- ---- (TABLE 12)-----------------------S=�PLF -------------- RIDGE STRAP CONNECTIONS, IF COLLAR TIES NOT USED PER (TABLE 132 -------------------------------- T= 223 PLF GABLE RAKE OUTLOOKER---------------------------- (FIGURE 20) -------------- 0 FT < SMALLER OF 2' OR L/2 TRUSS OR RAFTER CONNECTIONS At NON-LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT ---------------------------------------- (TABLE 14)------------------------------------ U=_411I-B. LATERAL (NO. OF Irod COMMON NAILS) ---------- (TABLE 14) _---- -------------------------------L=148 LB. ROOF SHEATHING TYPE ------------------------------ (PER 180 CMR 58.00 AND 59.00)---------------------_ ROOF SHEATHING THICKNESS--------------------------------------------------------------- 1/2 IN. > 1/16" WSP -�- ROOF SHEATHING FASTENING-------------------------- (TABLE 2) -------------------------------------------- BUILDER JOB ADDRESS DE ExpCOURE 0 WINIP �'Z_(OiVE MAXIMUI" I WALL. STUD WEIGWT , STUD SPACING RAFTER CONNECTION AND WALL SWEATW ING ING :HT L GENERAL NAILING SCHEDULE HEADER SPAN (FT,) NUMBER OF MINIMUM HEADER SIZE REQUIREMENTS At EACH END OF HEADER JOINT DESCRIPTION COMMON NUMBER OF NAL SPACING NAILS BOX NAILS 211 ROOF FRAMING BLOCKING TO RAFTERS (TOE -NAILED) 2-Sd 2-10d EACH END RIM BOARD TO RAFTER (END -NAILED) 2-16d 3 -trod EACH END WALL FRAMING TOP PLATE AT INTERSECTIONS (FACE -NAILED) 4 -trod 5-16d AT JOINTS STUD TO STUD (FACE -NAILED) 2 -trod 2-Irod 24" O.C. HEADER TO HEADER (FACE -NAILED) trod trod lro" O.G. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOIST (TOE -NAILED) 2-5d 2-10d EACH END BLOCKINGS TO SILL OR TOP PLATE (TOE -NAILED) 3 -trod 4 -trod EACH BLOCK LEDGER STRIP TO BEAM OR (BIRDER (FACE -NAILED) 3 -trod 4-lrod EACH JOIST JOIST ON LEDGER TO BEAM (TOE -NAILED) 3-Sd 3-IOd PER JOIST BAND JOIST TO JOIST (END -NAILED) 3 -trod 4 -trod PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-16d 3 -trod PER JOIST ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.G. 8d lOd 6" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER Iro" O.C. 8d loci 4" EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS ad lOd 6" EDGE / 6" FIELD WITH NO GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS ad lOd 6" EDGE / 6" FIELD W/STRUCTURAL OUTLOOKERS (SABLE ENDWALL RAKE OR RAKE TRUSS ad loci 4" EDGE / 4" FIELD W/LOOKOUT BLOCKS CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - i" EDGE / 10" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.G. ad Iod ro" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS ad - 3" EDGE / b" FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS - i" EDGE / 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS ad 10d 6" EDGE / 12" FIELD GREATER THAN I" lOd loci 6" EDGE / 6" FIELD GENERAL NAILING SCHEDULE HEADER SPAN (FT,) MINIMUM HEADER SIZE REQUIREMENTS At EACH END OF HEADER NUMBER OFUPLIFTLATERAL FULL -HEIGHT STUDS (LB,) (LB.) 2` 2-2X4 1 211 132 3 2-2X4 2 416 198 4' 2-2X4 2 354 264 51 2-2X4 3 693 330 6 II 2-2X6 3 831 396 .if 2-2X8 3 910 462 8' 2-2X12 3 1,108 528 9' 3-2X 10 3 1,241 594 10, 1 3-2X12 4 1,385 660 11' 1 4-2X 10 4 1,524 -126 TA5L E 9, WALL. OPENINGS - HEADERS ° " 4 ° 4 IN L.OAD5EARING WALLS b NOTES: b •o b •o 1. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY, EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2, TO COMPLY WITH THE REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM 1. IF THE CHECKLIST 15 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE: A: STEEL STRAPS PER FIGURE 5 B: 20 GAGE STRAPS PER FIGURE 11 C: UPLIFT STRAPS PER FIGURE 14 D: ALL STRAPS PER FIGURE ll E: CORNER STUD HOLD DOWNS PER FIGURE lea AND FIGURE 18b 2. EXCEPTION: OPENING HEIGHT OF UP TO 8 FT. SHALL BE PERMITTED WHEN 5% IS ADDED TO THE PERCENT FULL -HEIGHT SHEATHING REQUIREMENTS SHOWN IN TABLES 10 AND 11. 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2" IN. NOMINAL THICKNESS PRESSURE TREATED 02 -GRADE. 4 A. FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO, DETERMINE PERCENT FULL -HEIGHT SHEATHING AND NAIL SPACING REQUIREMENTS. aimiW69flC(o DATE REVISION DRAWN BY P_ S® # J£3 LU (U PURCHASE OF DRAWINGS LEAVES PJRCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPTH. ~ LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RE51-ONS15LE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN < SIZE FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. STUDS AND HEADERS AROUND WALL_ OPENINGS J 2 9 i B b l • 9 b 11 it b k 6 W P 0 BOX 205 t✓�OB> 494-9 34 WE6r BARNBTABLE MA. 026M ; !)`` �h III I I DOUBLE HEADER FULL II HEIGHT��Ij STUD DOUBLE JACK STUD WINDOW SILL PLATEIly ;p II ,I. TA5L E 9, WALL. OPENINGS - HEADERS ° " 4 ° 4 IN L.OAD5EARING WALLS b NOTES: b •o b •o 1. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY, EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2, TO COMPLY WITH THE REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM 1. IF THE CHECKLIST 15 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE: A: STEEL STRAPS PER FIGURE 5 B: 20 GAGE STRAPS PER FIGURE 11 C: UPLIFT STRAPS PER FIGURE 14 D: ALL STRAPS PER FIGURE ll E: CORNER STUD HOLD DOWNS PER FIGURE lea AND FIGURE 18b 2. EXCEPTION: OPENING HEIGHT OF UP TO 8 FT. SHALL BE PERMITTED WHEN 5% IS ADDED TO THE PERCENT FULL -HEIGHT SHEATHING REQUIREMENTS SHOWN IN TABLES 10 AND 11. 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2" IN. NOMINAL THICKNESS PRESSURE TREATED 02 -GRADE. 4 A. FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO, DETERMINE PERCENT FULL -HEIGHT SHEATHING AND NAIL SPACING REQUIREMENTS. aimiW69flC(o DATE REVISION DRAWN BY P_ S® # J£3 LU (U PURCHASE OF DRAWINGS LEAVES PJRCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPTH. ~ LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RE51-ONS15LE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN < SIZE FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. STUDS AND HEADERS AROUND WALL_ OPENINGS J 2 9 i B b l • 9 b 11 it b k 6 W P 0 BOX 205 t✓�OB> 494-9 34 WE6r BARNBTABLE MA. 026M - - - - - - - - i i l I- - — - — - — - -„ LENGTH= 35 - - — - -1 ,WALL O , ,WALL LENGTH= 55'-0 �� � FULL HEIGHT SHEATHING= 25`�', � FULL HEIGHT SHEATHING=�5 -5 I !ACTUAL SHEATHING= �2 �o , ACTUAL SHEATHING=_�� I (Min. Required 5A io) I I (Min, Required 43 qo) RATIO= 1.25 ' RATIO= 1,25 I EDGE NAILING= 6" O.G. EDGE NAILING=__4LO.C. I FIELD NAILING= 12" O.C. ' ' FIELD NAILING= 12" O.C. L_—_ -----------I WALL LENGTH= , 12'-0" FULL HEIGHT SHEATHING= 5'-2 ACTUAL SHEATHING= 41 ro I (Min. Required 36 io) ' RATIO= 1.25 ' EDGE NAILING= 3" O.C. ' FIELD NAILING= 12" O.C. 51-4 1 j11 '..,¢!,�" 2'-9�° (o'-11" 4'-211 4'-10" 10 '01 SHE SHEAR HEA SHEAR SHEAR SHEAR WALL WALL ALL WALL WALL WALL , „ „ --- _ o FILI T-1 ; _ ' ,SHEAR al id ,n _ - SHEAR - : - WALL SHEAR W SIAM11 4'-10" SHEAR SHEAR SHEAR WALL 35'U&NLL WALL SHEAR A REAR ELEVATION BUIL_ S�IEAR WALL LEFT ELE JOB ADDRESS V ATION DESIGN I------ ------- WALL LENGTH= 11-0 11 , FULL HEIGHT SHEATHING= i'-21/2' ACTUAL SHEATHING= 41 qo (Min. Required 36 9.) I RATIO= 1.25_ ' ALL FRONT ELEVATION SMEAR WALL RICHT ELEVATION o D_ REVISION DRAWN BY P� SCALE O II 11 O =1-0 o D O o # �i6 �OF� 1/4 I � (l) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPtH. F:zz, LOCAL BUILDING CODES AND ORDNANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND AGCEPtABLE l4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WItH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. Fu;Z LENGTH= 22'-0' - - FULL HEIGHT SHEATHING= 5'-9" I ACTUAL SHEATHING= 2roio (Min. Required 36 ia) RATIO= 1.25 i I EDGE NAILING= 2" O.C. ' FIELD NAILING= 3" O.C. ' D GARAGE OPENING DETAILS d4a igns 2 9 4 7 6 B 9 10 0 Q l6 b W P O, BOX 205 1�08> 494-9✓r-34 UJEBT BARNBTABLE MA. 02"0 RIDGE VENT 2X12 RIDGE 2X1O RAFTERS 10 16" O.C. — - - — 1/2" ROOF SHEATHINGt ' 12150 ASPHALT PAPER ASPHALT ROOFING � ASPHALT ROOFING 12 ASPHALT SHINGLES 15" ASPHALT PAPER 15 ASPHALT PAPER 1/2" SHEATHING ------------, 1/2" SHEATHING ----------- G.J. 16" O.0 T`1'P. H2.5,4 TIES T1'P, H2.5A TIES ° DRIP EDGE ° ° DRIP EDGE ° ° 5" GUTTER � PAD FOR R38 INSUL, 5" GUTTER ; 1X3 STRAPPING><!; I Afflffl2XB'sg-ironG 1/2" WALLBOARD i FLASHING — - -� 1/2 WALLBOARD 2X(o's 6 16" O.C,i 1X8 FACIA 1X8 FACIA R21 INSULATION t� 1X SOFFIT GREAT i. IX SOFFIT 1X8 BRD. DEN ROOM 112" WALL SHEATHING 2-1/4" VENT 2-1/4" VENC O HOUSE WRAP OR EQUAL VAULTED SfDING 1-3/4" BED MLDG. 1-3/4" BED MLDG. ` NOTCH FRIEZE NOTCH FRIEZE TO RECEIVE SIDING. TO RECEIVE SIDING. d ° d 3/4" T/G PLT, o 4 0 NAILED E GLUED. ] .7D D� D env env �nV (n D Q D V y y y - - — �— 2X10's 16" O.C. F-- 2X10's � 16" O.C, — - - — 2X10's PT d ° d " ' 'A 4.Qp ,D y] ..y] vy] 30 INSUL. > n n e n n n v d ] ] ] ° g 3-2X12 s GIRDER 3-1/2 CONC. FILLED 2X6's 16" O.G. " " " " 1/2 WALL SHEATHING A p LOLLY COLUMN. WATER TABLE DETAILS HOUSE WRAP OR EQUAL dJ SIDING 'pg BASEMENT EAYAY A o 0o _ 4" CONC, SLABEAVE DETAILS EAV EDETAI S v va q o q 0 CROSS SECTION CAS D e-o-ooe. \e RIDGE VENT RIDGE VENT 2X12 RIDGE 2X12 RIDGE SIDING m 2X10 RAFTERS 6 ho" O.C. 1/2" ROOF SHEATHING pi — - - — * 2X10 RAFTERS o 16" O.C.zt 15 ASPHALT PAPER i E 12 t2 1/2" ROOF SHEATHING TYVEK OR EQUAL m ASPHALT SHINGLES TYP. iX8 BRACE 150 ASPHALT PAPER dl 12 t2 1010 .C. ASPHALT SHINGLES 1/2" SHEATHING cri AD FOR R38 INSU 6Iroll — - - — 3 STRAPPING . ® 1 2" WALLBOARD TSG B4X8 HDR. — - - — 2 1 's C.J. 6 16" .C. SHINGLE STARTER 0 CS2-3/6 CAP = COARSE (UPLIFT 800) R30 INSUL. D 1/2" WALLBOA D d ' 1X3 STRAPPING' BEDROOM X6 P,T. 2X6s 16" O C. R21 INSULATI N VAULTED COVERED 5/8" F.C. WALLBOARD 2X(o's 16" O.C. o , D SILL SEALER ° ° _�+ R21 INSULATION OPTIONAL 2 -*5 ROD �, d 1/2" WALL SHEATHI G ENTRY HOUSE WRAP OR EQUAL D D TOP RING 2" CLEAR 3/4" T/G PLY. 1/2" WALL SHEATHING o° e o° a SfDI G NAILED GLUED. 5" GONG. GARAGE HOUSE WRAP OR EQUAL o d D n — - — Bloro BASE SIDING •5/8"X12" ANCHOR m 2X10's ,w 16" O.G. �1 � _ .=,o � • ;e-_�..-..o (UPLIFT 4200) BOLTS. — - -� R30 INSUL. D o .dA o 4" GONG. SLAB D D D eD > > •p eD 46 IQ O eD BASEMENT 4.♦ 4.a Oj np • k' p p SILL.. � -- SILK. DETAILS 4" GONG. SLAB F F i CROSS 5ECTION (G). CROSS SECTION (B) BUILDER JOB ADDRESS DESIGN o D_ REVISION -DRAWN BY P_ S_ � o� o # JB _40F_4�0 1/4 -_ 1-0 11 -7777 1 3 9 t 5 6 l 5 9 10 X Q IB k b 16 W (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES, .6 DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL FLPIENTS FOR DESIGN t SIZE PO, Box 285 (WB> 494-9534 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. !DEBT BARNBTABLE MA. 0266.9 e fir, Z YU U� O� I) Q 2XIO's s 16" O,C, EXTERIOR DECK DETAILS BUILDER JOB ADDRESS ROOF FLOOR PLAN FLOOR FRAMING FLAN fi k r D_ REVISION DRAWN BY P_ S_ I C)ea ign6 0 0 Jjo � JB � 3 01=x, �i� -� -o I 2 3 4 5 8 1 8 8 10 11 Q 13 K 6 16 jjj (U PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL l2J EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROStLINE VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE P.� Box �5 I�OB> 494-9✓r" 34 0 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, UE6T BARN6TABLE MA. 026" I k fly -- - -- _-� � � . -f'-~----'---------------' | --------------------------------------------- . -�- -- �~�-'_-'-'--''- ----' --''-- ' �� ' -''' -' ' - --~------'-------~~-~--~--- -' --- . ` ` . f . ` ! / ' . ' | . ^ . . . , `---� i ; . . . / . . ' . . .. ^ 11.- ! . . > ' ` | ' ^ . / | !' ' ` . � . � ^ / ! / . . '. . . - . � | ^4. | ` 10 '/L�» '\�/ � -~~~ . ` . `~� . . . . . x . . / ' . � ' ! | `~ / \ \ . _-------��~_-��---'--------'-- � � } T'----- . ' �_______,_�� �,~ � . , � ,, '. _'' ` � ^ v �v L������ � } ! �-------'--�- . . , ! �� -" ! |- ^l---- -` ''-----'------'-------------------------'-' ' '-'- �Ci `--~~~~~~------- fX������^�y�~����All ^�,,xr-��" ��� ~~ f~| '� 01 | ^| ------------------------------------. 61 4 '-------'------------' ' i . . = . . . . � . / . . ' | � ^ | ' | i | ~- -'-' - | EFACING / ~ � | / | , | � 1I �^��--� ��U"�-��-��_.��0~���"�v8�� 0 U&_��-- -' '-- ' ' ' -- | i ' | \ / ! ` ' FCUNDAT|�)N UJALL ~ � ^ --'--' - ` ^ � ��" * " «" ~ v ^ ` w - `w w | ^ c � � ` i ^ » ^� |°aL � � ` oo 6 -'~loo | | . / 14014, R L', A \ � '_'---_-----'_--__-----_---_'-__--_-_ . , ' ' . x | / , ��~2 . . ^ . , ` ! . . ^ , . , - . . , . . i ! . � ! ` . 1. � � 41 a _ \ WALL ' FP V. 14014, R L', A \ � '_'---_-----'_--__-----_---_'-__--_-_ . , ' ' . . . ^ . , ` ! . . ^ , . , - . . , . . i ! . � ! 14014, R L', A ` ` ^� | \ � ' ` ! �i | | i - - ! � / ` ` ^� | |f� ~Sl! - � � ` . All r � � _ \ ' � � ` ~ � v�~� FIR - ---------- ------ 71'1 T"r7 --- Lf L Ll L L—ri —I— T; ol L i L, L j ------- =LL —7� 1 1 L i L Tj L 71 % L j T -Tj- LL H ;W �17 L T A L--------- __T -_T j I f XF e i _T T T 6 HI N C _'T T-- _LT t I T T _T_ L T T 47 7 fL E7 L L -I T ti L 1 I- 'T T'j T L :fit T' T L7 j I i J 1 1,1 T_' T f, L -c N R. T,. r c 07 V r P41 r T T J_ =:qj rL �—r r 7 __LJ_ Li Tl ----------- fl T, �zv Tr - - - - - - - F J H ALT R00FINC.;­­ L! i IX -3 -T Al T F f7 :L i., -k- , 'A 0- ="H L L j T T__ L L 4/ T T- T -7-L L L4. -L-1— L T 7 U _T n L L LL I _L I ; I ; ; - _` L 4 ij- 1'\ ".-I L i j - ---- -- ---- _j. I T /.-T T'l , I ---- -- ­ 1 : Lii .". �_ 7_1 L E� _. - , ; .1 � i,] z I I I I I I . I ....... . HE 1 LLrL Ll __j - : T J j __T f L I iijp L I L J. 17 "11 le 8 -4r ---------- L L T, I I ;jPtt SLI L.T _T L 7-- T - L -'::7 77-1- J.- f 7 1 ; f T L L T RE f J L I L J T _LL L f --L 'T L Lj_ < LT L I I L I I ------- J: 4 I -A L T -7 _T_ -T­ -'T L I T J, T 1 _7 gz B,;z-,v. 5 .7 L -T 1: _j r T-rf=. 1Xp_-1 WATE-2 15 1 E - ----- t _T__, I _1 1- T, L I i j --- LLT i J.r 7-1 J j r T'T 2z 11 _L, �Lt_ _7 J, q t LL t I J -.LJ- I 7-1 j 1 Y1. _T L _4 7 T7 L a L IT - -1 T__T5 I L 1 1 T- D. I- 4 f I x -v J , . - - - -- -I 1-.T- , -1 , T'- - __1., , L - - - ­ -r r *.--- 1: , , .. ., A L _1_; ;: I - I ! : i '! f! I ; I h4 v, L _7T :11-7' T7 T U 17-7 it � i !j �� l�! I T" TY P, IX& UJA 1 N I" 'E" -------- -l"A F5j_T__ 7 4T "`L"� A CERTIFIED AS BUILT IS REQUIRED TOWN OF YARMOUTH BEFORE FINAL INSPECTION REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE ADDI lr%Ak!T COM TU= DITLIn a V110101LI OF AS BUILI COMPLIANCE. DATE: BUILDING 0Frff6C_ FILE COPY ArL JOB ADORE�SIS 0 �4 r--FZAU1PA t:z P"vr- 1 E ra 17 21 4 X-0 WII M I t p w -A-1 W -M&M MW,%q IM & www 62 Old Hyannis Rd 114 7-- rrrj1_r-;rT'rT'1'r T"7 -,I"-' Yarmouth Port, MA J 14 4 k6 -.`E WM4 ALL (2) L�XASI VMS 4T Of ALL 4LL 1:�::;OVNSES 6�44L.L �_EXTENV WI -0-T FR,1��M'.JNIZ ------- F-CR. VTE op Z�- -p V �n;5 ED _F�Y L0G-t-,L 0CIL L:CTJc-A.; 5?a.MENTS FOR r,= k -w 1 E �Z!s I t V= __T _F11 ;T ;I,W I -1c ItEFR AND ELF,'Dt:N,.i OF -X,, _1151, ON FRIACVC�-:e Of= CONC-M!!- 10N it tv q g. "KIM, Are* "mi 4M it f*'xV*%Aw M C -A -M744; rem wimm A LEGEND -- 99 — EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[99]— PROPOSED CONTOUR [98.4) PROPOSED SPOT EL. TH1rL !' 150' -197 TEST HOLE 2%, SLOPE OF GROUND 1 -0 - UTILITY POLE ti`s FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED STATE ZONE II- 1 BEDROOM/10,000 SF MAX. - 3 BEDROOM OK ALSO ONSITE WELL PROPOSED- NITROGEN SENSITIVE AREA PROPOSED 3 BEDROOM DWELLING DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83_J_./ TOTAL: 472 S. USE (2) 500 GAL. LEACHING WITH 4' STONE ALL AROUND APPROVED TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: PHIL RENAUD DATE: 6-8-2017 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 0„ — A LS 1OYR 3/2 12" B LS 60 1OYR 6/8 C PERC MS 120" 1OYR 7/4 ELEV. 2 54' 0" A LS 1OYR 3/2 6" B LS 49 42" 1OYR 6/8 C MS 1OYR 7/4 44' 132" 1_ NO GROUNDWATER ENCOUNTERED DCE # 18-226 ELEV. 54' 50.5' 43' DATE PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 57.0' MINIMUM 75' OF COVER OVER PRECAST NOTE: 2" MIN. WALL PRECAST ID.) RI PRECAST RTHICKNESS REQUIRED BLOCKS. OR RISERS MID.)) SE S 2'0 4"OSCH40 PVC MORTAR ALL H-10 ,.: 6" MIN. SUMP PIPES LEVEL 1ST 2' �ENDI 4 COMPONENTS 12" MIN. INT. DIM. (TYP.) IN 'S EL. 51.7 4' SIDES 5 10" 14» 700000000° °..' ;000000Go" 53.35' CC TEE 1500 GAL H-10 TEE o 0 0 0 ��0� ���0 ���� —000 >00000000 SEPTIC TANK \53.10 °°°°°°°° ��0��®®�D�O ®®®®®®I®®®OO °°°°°000 __0 0 00--o 0 0 0 0 0 0 0 0 0 0 4' LIQ. LEVEL o0000000000o WATERTEST D'BOX o ,0°0°00°0°0 o O o o ;00°00000Ic ACME OR EQUAL GAS BAFFLE �_OOo "o 0 0_� nj o°00000° ����®�� ����������� 000°0°0° FOR LEVELNESS O O O �� �0��� °°°°°°°° 51.97' 51.80' 00000000 , 00000000 000000000000000000000000000000000000000OOOODt. 000000000000000000°0°0°0°0°0°000°0°0°0000000° 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ,o,,ono_n_n_n_�.n 0 0 0 0 0 r_n_ _n_n_0.o 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' ::[H-10 (2) UNITS REQUIRED 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'l GRADE 2% SLOPE REQUIRED OVER SYSTEM 155.5' NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS NOT AVAILABLE (ONSITE WELL) 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 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 JUT INSPECTION BY BOARD OF HEALTH AND IISSION OBTAINED FROM BOARD OF HEALTH. 'ONTRACTOR SHALL BE RESPONSIBLE FOR CALLING &_u-krs %- 7,15- t�b DATE VE (1-888-344-7233) AND VERIFYING THE LOCUS MAP ,TION OF ALL UNDERGROUND & OVERHEAD UTILITIES R TO COMMENCEMENT OF WORK. NOT TO SCALE ,NY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE )VED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 94 PARCEL 13.62 HING FACILITY. '.o F.- IS 2.5' BELOW HI -PT. VAR. REQUIRED. - LOCUSIS-WITHIN FEMA -FLOOD -ZONE X - --- MOVE LOW PT. RD.) (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO559J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT Rf 6A MIN. a 40,000 S.F. 40,919 SF c g LOT FRONTAGE 150' Q) i MIN. FRONT SETBACK 30' 82.8' MIN. sondysd �,�`� o 30.0' � REAR SETBACK 20' o° Dennis c Pond o o BUILDING COVERAGE 25% 6.4% SITE IS LOCATED WITHIN AQUIFER PROTECTION OVERLAY DISTRICT (ZONE 2) m Locus ti o Q y xif 7 m l Ycrmouth Route 6 Compground VE (1-888-344-7233) AND VERIFYING THE LOCUS MAP ,TION OF ALL UNDERGROUND & OVERHEAD UTILITIES R TO COMMENCEMENT OF WORK. NOT TO SCALE ,NY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE )VED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 94 PARCEL 13.62 HING FACILITY. '.o F.- IS 2.5' BELOW HI -PT. VAR. REQUIRED. - LOCUSIS-WITHIN FEMA -FLOOD -ZONE X - --- MOVE LOW PT. RD.) (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO559J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT Yarmouth Health Department PP VED ame Date % ,nnWu n iiuu T�TLE:: u [Sig DANIEL A. OJALA, P.E., P.L.S. DATE: JUNE 25, 2018 Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcape.com down cape engineerint ane. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 18-226 1 PROPOSED: MIN. LOT SIZE 40,000 S.F. 40,919 SF MIN. LOT FRONTAGE 150' 150' MIN. FRONT SETBACK 30' 82.8' MIN. SIDE SETBACK 20' 30.0' MIN. REAR SETBACK 20' 156' MAX. BUILDING COVERAGE 25% 6.4% SITE IS LOCATED WITHIN AQUIFER PROTECTION OVERLAY DISTRICT (ZONE 2) Yarmouth Health Department PP VED ame Date % ,nnWu n iiuu T�TLE:: u [Sig DANIEL A. OJALA, P.E., P.L.S. DATE: JUNE 25, 2018 Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcape.com down cape engineerint ane. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 18-226 1 SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE STATE ZONE 1]- 1 BEDROOM/10,000 SF MAX. - 3 BEDROOM OK 2" PEASTONE OR GEOTEXTILE ALSO ONSITE WELL PROPOSED- NITROGEN SENSITIVE AREA TOP FOUND. EL. 59.0 FILTER FABRIC OVER STONE PROPOSED 3 BEDROOM DWELLING MINIMUM .75JOF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM IV DESIGN FLOW: 3 BEDROOMS @ 110 GPD NOTE: 2* MIN. WALL 330 GPD PRECAST H-10 THICKNESS REQUIRED BLOCKS OR RISERS (TYP.) PRECAST RISER'S USE A 330 GPD DESIGN FLOW 2'0 4"OSCH40 PIC MORTAR ALL H-10 6. MIN. S PIPES LEVEL 1ST 2' COMPONENTS 12 MIN 4 NDS INV'S EL. 51.7 4' COMPONENTS 4- 0SCHL4( �E D HS U PIPES E �\*53. SEPTIC TANK: 330 GPD (2) 660 '0* 1 4 E�l mm ®®m® _1_0 __E2 M E�!� m 3.3 TEE CAL H-10 TEE 5 j5' 1500 \53.10' SEPTIC TANK A ERT In L=11 M n Pj Fqpg::�E; r7[7-1P1MF2Mm W T FOR L� nmr2E�H= r= 1 0 0_--0 0'0'0'0 C 4' LIQ. LEVEL WATERTEST BOX USE A 1500 GAL. SEPTIC TANK D 0 GAS BAFFLE 0 0 ACME OR EQUAL n 0', 51 0 LEACHING: .9)7' 0 51.8 C11 �2cq.�O, -.0i '0' *0?' FOR LEVELNESS 0. SIDES: 2 (25 + 12.83) 2 (.74) 12 GPD .000z060z0;0;0;0;0;0;-;-;-; 100000000000000000000000000-000-0 0 0 0 010 0. LIA rnn r'Al ICAPUIKI(� r%UAkAD17D BY ACME PRECAST nD Vn" 010 0 n n q a 0 0 0 0 p 0 n 0 3/4"-l-1/2" UUUt5Lt. WASHED STONE 4' MIN. BOTTOM 25 x 12.83 (.74) = 237 GPD (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE! 25.00' X 12.83' TOTAL: ,11.7.2 S.F. 349 GPD COMPACTION, (15.221 [2]) USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND ' TH-2 % SLOPE) SLOPE) 7. SLOPE) NO 43.0GROB070MUNDWATER FOLINC FOUNDATION- 15' SEPTIC TANK 15' Do BOX 12' FAC ILILEACHING TY MA APPROVED DATE BOARD OF HEALTH *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND TEST HOLE LOGS ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ENGINEER: - CRAIG J. FERRARI, SE #13871 .-.-.-.. WITNESS PHIL RENAUD 6-8-2017 5' REMOVAL DATE: 90fFUNSUITABLE SOIL REQUIRED < 2 M:N/INC AROUND FIERI RIMETER OF LEACHING FACILITY, .PERC. RATE WITH DOWN CLEAN/MED.• TO SUrrABLESANDSOIL, TO MEET LAYER, REPLACE t D CLASS-----' SOILS SPECIFICATIPNS OF 310 CMR 15.255(3) � BENCHMARK: ELEV. ELEV. NAIL TO BE SET j '1N--TR.EE/,ELEVATION 54' 0" 54' =5000 NAAV088 0 A A LS LS s � 82-T-2 0 81 10YR 3/2 10YR 3/2 2200 6 12" 6" 11 Q, SB1)-A7'07 B B 0 to LS LS it J 10YR 6/8 10YR 6/8 Cq / / / / �; 60 49' 42" 50.5' j 1 r7 C C H PERC .r 0[58] Ms MS 0 LOT 2 0 r r 40,919 SF C� 156 . p LU 10YR 7/4 10YR 7/4 -/) . / - I r\ t_% 0.94 AC. 12 SN 201 TH2 I ,rte R, J (�? - PR POSED ILLING DW V PAVED _j F 59.0'120" 44' 132" 43, DRIVE 0 1 V_ i NO GROUNDWATER ENCOUNTERED [59 '5 .2] _j 0) k2 NOTES 2. MUNICIPAL WATER IS NOT AVAILABLE (ONSITE WELD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 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 Wr DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP 64 :E NOT TO SCALE ��/, k 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 94 PARCEL 13.62 Dennis Pond < LEACHING FACILITY. 12 T.O.F. IS .- 2. , 5' BELOW - HI PT. VAR. REQUIRED. -LOCUS* IS WiTHIN--FEMA-FLOOD FLOOD ZONE X I ocus 1 (2' ABOVE LOW PT. RD.) (AREA OF MINIMAL FLOOD HAZARD) AS xit 7 SHOWN ON COMMUNITY PANEL #25001CO559J Kbrmoulh DATED 7/16/2014 Campground -� ZONING SUMMARY DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 94 PARCEL 13.62 LEACHING FACILITY. 12 T.O.F. IS .- 2. , 5' BELOW - HI PT. VAR. REQUIRED. -LOCUS* IS WiTHIN--FEMA-FLOOD FLOOD ZONE X (2' ABOVE LOW PT. RD.) (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO559J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT PROPOSED: MIN. LOT SIZE 40,000 S.F. 40,919 SF MIN. LOT FRONTAGE 150' 150' MIN. FRONT SETBACK 30' 82.8' MIN. SIDE SETBACK 20 30.0, MIN. REAR SETBACK 20' 156' MAX. BUILDING COVERAGE 25% 6.4% SITE IS LOCATED WITHIN AQUIFER PROTECTION OVERLAY DISTRICT (ZONE 2) < Rx 7 -z - Jut 24 2018 SOUTH 4RALB'R� O[TH, MA JUL 2,7 0 L 1) KING 1 V, 0 RECC7 JUL 0 2 2018 YARIviou-,-H OLD KING'S HIGHWAY T�TLE 3 T KE Pr L A NN�, OF -TIT. LJ ,LD f-HYANNIS R,01­1�)�,M ASI 111�Mirf 0" P 0 R T M, A PREPARED FOR L I KA A2, R N 0 k.-.AARPENTRY 9 NG. .0.. DATE: JUNE 25, 2018 r "`2 0;_, \0 ' cale: 1 20' _'T 0 In 2C~ 30 40 50 FEE z DANIEL il 1,v , off 508-362-4541 CiALA A fox 508-362-9880 downcope.com e) Y 001M Cape eJ74f/J7eef1#7j3 Inc. -6, civil engineers land surveyors K- 7,-;- �16 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P. E., P.L.S. YARMOUTHPORT MA 02675 AO 77 18-226 LEGEND 9y -', EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH1 FRONT SETBACK 30' TEST HOLE 2� SLOPE OF GROUND MIN. UTILITY POLE tiX FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED STATE ZONE II- 1 BEDROOM/10,000 SF MAX. - 3 BEDROOM OK ALSO ONSITE WELL PROPOSED- NITROGEN SENSITIVE AREA PROPOSED 3 BEDROOM DWELLING DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 X 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND APPROVED TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: PHIL RENAUD nATF• 6-8-2017 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4 ELEV. ELEV, 1 2 0" 54 Ow, 54 A LS 12" 1OYR 3/2 B LS 60" 1OYR 6/8 49, C PERC MS 1OYR 7/4 A LS 6" 1OYR 3/2 B LS 1OYR 6/8 42" 50.5' C MS 1OYR 7/4 120" I ( 44' 132" 1 NO GROUNDWATER ENCOUNTERED DICE # 18-226 43' SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR �N�i i� JIALt) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE TOP FOUND. EL. 59.0 FILTER FABRIC OVER STONE 57.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM PRECAST H-10 NOTE: 2" MIN. WALL BLOCKS OR RISERS (TYP.) THICKNESS REQUIRED PRECAST RISERS 2'0 4"SSC L 0 PVC MORTAR ALL H-10 s" MIN. SUMMDIM. PIPES LEVEL 1ST 2' �ENDS 4 COMPONENTS 12" Mw. INT. (TYP.) INV'S EL. 51.7 4 *53.8' SIDES ., 10" 14" �o pro novo -. .. a 53.35' TEE 1500 GAL H-10 TEE °o°o ° ° ®I] ���� ���� -��® 0000000° SEPTIC TANK 5 3. 10 0°0°0°0° �������®®�� ������0���0 > 0 0 0 0 4' LIQ. LEVEL GAS BAFFLE :: o°a°00°00°00°00° Wcc ATERTEST D'BOX o >o°o°o°o° ����DD��OOO� ®�®®®O��C�ID(]°°°�°°° ACME OR EQUAL ^�^- ^ FOR LEVELNESS N ;0000°o°o aO0(]��ao0� MoOOMM®MInn] '0'o°o°o 51.97' 51.80' °°°°°°°° ° ° ° ° ..i )OO'o•0 O O`O O O;o'•o;o;o o;o o`o O 0.040.oc, 000°0°0°0°0°0°0°°°°°°°°°°00°0°°°000000000000° H -1D 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. n,O,1Ono_n_n_°_�_� 0 0 0 0 ^ r_n_n_n_n°.O o 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [21) (_2.5% SLOPE) (7.5 % SLOPE) FOUNDATION- 15' SEPTIC TANK 15' - -- - MA _ DATE BOARD OF HEALTH *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM D' BOX (1 % SLOPE) -- 12' LEACHING FACILITY 43.0' BOTTOM TH-2 NO GROUNDWATER FOUND DOW= 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS NOT AVAILABLE (ONSITE WELL 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 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 LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT TO SCALE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 94 PARCEL 13.62 - - - - - 12. T.O.F. IS 2.5' BELOW HI PT. VAR. REQUIRED. LOCUS IS --WITHIN-FEMA FLOOD 'ZONE -X (2' ABOVE LOW PT. RD.) (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO559J DATED 7/16/2014 ZONING SUMMARY � �jNOFMgSs.\ OF At! Fg` DANIEL A.?' DANIIELA. ti G s' OJALA OJALA N+ S k ' No 40980 CIVIL �I �oF oN��� � o No. 46502 DATE DANIEL A. OJALA, P. E., P.L.S. ZONING DISTRICT: R-40 DISTRICT MIN. Rt 6A 40,000 S.F. MIN. LOT FRONTAGE 150' o � FRONT SETBACK 30' i SIDE SETBACK 20' MIN. REAR SETBACK 20' Sondys/d c,�� a, 0 25% 0 Dennis Pond i c z ti Locus C Q/Q m xit 7 l Yarmouth Route 6 Campground DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT TO SCALE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 94 PARCEL 13.62 - - - - - 12. T.O.F. IS 2.5' BELOW HI PT. VAR. REQUIRED. LOCUS IS --WITHIN-FEMA FLOOD 'ZONE -X (2' ABOVE LOW PT. RD.) (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO559J DATED 7/16/2014 ZONING SUMMARY � �jNOFMgSs.\ OF At! Fg` DANIEL A.?' DANIIELA. ti G s' OJALA OJALA N+ S k ' No 40980 CIVIL �I �oF oN��� � o No. 46502 DATE DANIEL A. OJALA, P. E., P.L.S. ZONING DISTRICT: R-40 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% SITE IS LOCATED WITHIN AQUIFER PROTECTION OVERLAY DISTRICT (ZONE 2) Yarmouth Health Department game APP 7ED Date PROPOSED: 40,919 SF 150' 82.8' 30.0' 156' 6.4% T�TLE 5 S�TE PLAN OF iOLD, H ROAD p PREPARED FOR LIMARINO C INC. DATE: JUNE 25, 2018 Scale: 1 "= 20'i� �v2� 0 .10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcope.com 910174 C e e��ineefi7g, h7C. civil engineers Ian d surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 18-226 .M wr- ls,l ,/11t j(j _ _ __ _ __ _ _ _ _ _ _ ___ _ _ _,-.. _ _- __ _ _ -..-__ _ __.. -- __.. _ _.._ _- - - -- - ." _ _ - -- - -- _ .. . _. _- - -- - ------------ _- _ _ _- - - -_ -- -- -- -.- -- .. - _. .. -- _ -• - -• - --'-.- - _ _ - -- -_ -_ _ __-_--__-.----__ _--- ---. - _ _ - _ - - -- _ - _ Y.-__.____ __ _ _._--_--__-_»_ ______________.---------. __ ..L;, w__--- --_-___ ____au> -------.------'---------- -- -_.-------------------------------- '-- - --- i I J F 1 tu. {( i �1 I III• , � 1 ;: X ===1 = C__ _ _ ____________� __ _- _____------== irk _ _ _ i o 1 1 l=r 3 '!X3o11xt21F 1 t I Coi3Ca 1 1r, -r w/3 -in"; I-`Vr • , S GCY ! i S t( ' CONC, FiLt ED COL. ; /''� i' , -I'1'F'. sou T1-r!G �>_AND FIBSIRTS:614 r�� ! ; W/ 6MILL A Cf?in I _ ro x (�, J 1 1 1 ' I x,.,11 1 n; ------------------- �"--------,------ I tt It If a t ? 1 I 1 i s; TAIR$ l:i' 1 ------------------------------------------- -------- ----------------------------- ------- ---- -----cr= • v ^.•v _ -. v 4, p .v _ _ p 6° p av __ _ o p "4 v :' v 4 v - P, 4 v p '6 V -._-$__----__ - --r--__- ------ - - - - -- -------------- I----- -••----•------------------------------------------------------, - - - - - - -- §rf � - f alt_ - z--'-- - --- --- --- ------- ------- 41- -------- - --*-------------1-- 1 e I — 1 y am• 1 1 L 1 u a- - - - -- V _p i f i a f 1 ! jI1T /1r i I ;. i 1 1 t S G ' 1 • i f �; r; i 1 ,ry 1 • i - 1 V 1 f •� 1 l�� f. p. 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