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Home My WebLink About0030 PINEWOOD AVENUE - Health _- -- 30 PinewoodRoad, Hyannis A= 289 '107 i a TOWN OF BAR NSTABLE LOCATION 3C) �/ 160,513 12x-4- -, SEWAGE # 13 — J VILLAGE ASSESSOR'S MAP & LOT AT? !o INSTALLER'S NAME & PHONE NO. f1b 17?�-df T SEPTIC TANK CAPACITY Afoo LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER 4efffS DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: It-i -q3 VARIANCE GRANTED: Yes No ---- CL , Q. r TOWN OF BARNSTABLE 4tiJCATION -,30 gLl�zl' tyG to ea n r� ifizi , SEWAGE # VILLAGE ASSESSOR'S MAP 6z LOT ptze9 INSTALLER'S NAME & PHONE NO. C/ SEPTIC TANK CAPACITY LEACHING FACILITY:(ty/pe) (size) NO. OF BEDROOMS ? PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER L DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes 6'Lf1'nx� �� -�_ �J � Q, b C rn � � �--� oo U � �� 2 _ o _ � �. �' �.. `�� ..�, :: �� Z (W` No.... IPPRUVED l ' Fps...... : ............. BarnuabieWmmationD9pertMWffHE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH OWN OF BARNSTABLE Appliration for Diripwml Work,i Tottmrurtiott ramit Application is hereby made for a Permit to Construct ( ) or Repair � Individual Sewage Disposal System at 6 sp�n,e1 �) 9 ------------------------------------------- '`°'S o -tin :�ddrr� r Lot No .. - wnc Ad Installer Addrest A� Type of Building Size Lot............................S q. f .a Dwelling— No. of Bedrooms------------------------------------------__Expansion Attic ( ) Garbage Grinder I'" aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Othe xtures -----------------------___ _ W Design Flow_.__.��...................../....... .gallons per person day. Total d 'ly flow.._..____-__._-_____--__-__V................gallons. WSeptic Tank—Liquid capacity lallons Length_ ------ Width_.. .._.__._ Diameter___...____.___;_: Depth................ x Disposal Trench-- No. .................... Width-------------------- Total Length-------------------- Total leaching area....................sq. ft. Seepage Pit No..................... Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank ( ) aPercolation Test Results Performed by-------- ----------------------------•-----------------•-••------•-------- Date........................................ Test Pit No. l._______-__-.-minutes per inch Depth of Test Pit.................... Depth to ground water........................ GT Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a --•............................................•-•----••....---...-•••-----•----•--.....••---------- •-•••........ 0 Description of Soil--------•--------...-•-----••--•----••-•---------------••--------••----•--••------------....----------------•--•------------------------------------------•--•.......... V ....-•-------- --------•--••••---------------------•------•------------------------------•----------------------------------•--------------------------- --------------•--•-••----------.--- W ___ U Natur of Repairs or Alt ration —Answer w en apOicable._9o.5 I_._._ 5 .. !T..!-6�•- --- �.....__.... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code The undersi n ther rees not to place the system in operation until a Certificate of Compitai een ued board S ................. ........................... .:....... .......... ............... .................Date......_...... _. Application Approved By .........- •t-�^-^�' �1-` ~� y ..........—........................................... Date Application Disapproved for the�010�wing reasons: ............................................................................ ................................................................................... . ........... ........ ........................................ --- . ...................... .. ....................................... Dare Permit No. ..��. .:-.. /... '.......................... Issued ................ -- ... Date '"i.^'uT`-f`-'...�r-'y4_--•�-�-�-�--w-�'V.,c-..•..»...-.,-� •�...-�--..`..-....-....--.-^.ivy+'•.-._......:,_.-�-,.. r,� _......,.,,.;,:..•....�v-�-'-._..�-v - --.... .��,-,-�... �.. .. .v _ � y No...l.. _.»_ iQ / F:m......:!.!Cam............. y THE COMMONWEALTH-OF MASSACHUSETTS Z&f BOARD OF HEALTH TOWN OF BARNSTABLE Appliratinn for Uiripnial Workii Tomitrudinn ramie Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at .............................................i�ll)� CX�I� » �/!C/!-5--•---•--•-- -•-•---------•--------------------------•----•~-----•------------ .__..._....--------- �I I ..j CJ►CLS`t.. %V+I -----•----- ? /n<POfzx� l� l lh/ /l or Lot No w...� Ar I �dd afeY � o d'J � 1C� Installer Addrest••- ....__ Q Type of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder Va aOther—Type of Building ---------------------------- No. of persons..........------------------ Showers ( ) — Cafeteria ( ) dOther.,fixtures --------------------------------------------------------------------------------------------------------------------•---------....-•----------------- W Design Flow..... .............................gallons per person per day. Total_"_]_ d ily flow---------:..................................gallons. WSeptic Tank—Liquid capacity/5 Length-,_��1__--_-__-_ Width--- .___-_-- Diameter---------------- Depth................ x Disposal Trench—No. .................... Width-------------------- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box .(✓)'r Dosing tank ( ) .Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Lei 0 Description of Soil...................................................................................................................................................................... --- x W U Natur of Repairs or Alterations—Answer when applicable._�h St4,/.f.._-_-1 "d0-_(k----�.__/�-t��_ Agreement. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code-The undersi11 gned fh t er agrees not to place the system in operation until a Certificate of Compliance has- een1 Jsu_ed by thl board o khea fh. Sig e_dr._.........�._..�./..... ` `\�........ ./) ..—....................... �../� .............-. re ApplicationApproved By ... . ----- ... ...li..�D7......!..:`s.�1..J� we Application Disapproved for the fo lowireasons: ............... . .. -- ............................................................... .......... ... ........................................ ................... . ................ . .-- .................-- . .. ........................................ Dare Permit No. ... .. `�...�5 ------------------- Issued . .... •.. . . ....................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE lV jertifi ate of Conn li? nre THIS IS TO CERTIFY,That the Individual Se�wagef Di sposal System constructed ( ) or Repaired by --------------------------------------- h:Pr..: �...0 ` , -L-C i ...._--::.......r.: . 4. ... .. .......... - ..................................._...... r) ° Instiller at ....................... ` .-- -- 1 + U - �. �y/�' 1�1 /l5.--------------------------:------------------------------- -------I......... ..... ...... .. has been installed in accordance with the provisions of ITI.E 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. -------5—j/.��;__... dated __. _ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-------- ......... ...`....J., ....._......... ... ............ Inspector .......... .--------_..:.-..-------------------------------___........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH L ,f TOWN OF BARNSTABLE No.. .......... FEE....... ....... Dispnnttl Workii Tnntrnrtinn Vernfit f Permission is hereby granted.- r , �' � �_/ � : .`7(_......--_-�d7C'--------------- to Construct ( ) or Repair (, an Individual Sew a e Disposal System j� / Strcet as shown on the application for Disposal Works Construction Permit No--- Dated---_.........................._...»__.... ----•-••---------••--•-------`' ---- ------- .- DATE.............. �.`.. L:�. 3.................................. Board of Health FORM 36508 HOBBS&WARREN.INC.,PUBLISHERS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) SKETCH OF SEWAGE DISPOSAL SYSTEM: Include ties to atleast two permanent references, landmarks or benchmarks. Locate all wells within 100 Feet. 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DECK ABOVE 2 .EDGE OF W --- 120 CONC. FILLED SONOTUBE 4—0 MIN. BELOW GRADE I I _.._. P.T. X �c X 1 WOO 47' 2 14-0 2 0 5 4 7 4 t I I I I I w DROP TOP I OF -� i o r-----1 I FOUNDATION 8" I 1 NOTE{ { I f FOR BULKHEAD BULKHEAD P.T. z X 8'S ® �s" o.c. f y LOCATION { { I { MAY VARY 1 BILCO SIZE C ! ' { { --_.-- -- ———————— ——— a t- It-------- -----------_.-- .: r L_ — 28 0 i j I I i 2 2X85 { o { ( { I PLU .RING CHAS o{ I ! ! { P CAL FIR FLOORF M1 G X 8'S CAD 6" O.C. co a{ { ! { { IBASEMENT I � { I { 1 T i RIO EM = 735. S.F. I ibi EQUi RED IN W = 143 S.F. { { wr { { CROS BRID(ING LOCATION (A REO).} { ( ^ol _ ---- - --- - I { N ' $ P,C. FOUNDATION WALL WITH I { ( :' { A BITUMINOUS ASPHALT FINISH ON { t A 8" X 16" P.C. FOOTING 4'-0" { { ( • MIN. BELOW GRADE (TYP. GARAGE) { {. 16 1 2 f { ! I w12 30 st i b a cq w12 30 s eel b am { i o { I { M P CKET 4" MIN. BE RING 2'- . ; � I . . N I I 4 P.C. SLAB W/ 6 X _) _ _ _ 10 WWF PITCHED TOWARDS ! '� -j - 1 - - i f If. I VERIFY SIZE CN f # I N 1% MIN. OVER I . I aOF F.P. ENTRY ® I ( BEAM POC , f I PRIOR NON ORGANIC EARTH "" =.��_—_" "" f I.x:; {{ f 5z �}- TO CONST. TYPICAL GARAGE SLAB I j I { S—0 X 1 DEEP I I t PO RED CONC. FOCI ING i - { I i � 0UR n CONC. s Arai I { X __ �- --- --- ---- ——-— --- ---- --- ---- --- - - --- ---- --- --- - {I I , I N --- - I ! { - --- --- VER NON OR IC EA ( .) {� I { 'fn o Q PITCH 1% MIN. i ♦ ! - ( 4'-0 X 6' 2" 12" P.C. OOTf G FOR C I t j I I ,° ERR D, Ff: • 0 TH N ' n :ANY t TIAl I, 1A " z::r t°�� BY EE EFA A .'��. :UJ CC ,t i ARE P P S�L.fY .S UP • � ^ :.. o I { L — — ._. ——_ — _ ._ — .- _.i _. _ — _. — — ..- — �- --� TUSENSE ^ • r • 1 t t$� cAu nH D Ic'� To OBTAINLEGAL-0 r: S •• .` J i ... OF THIS PLA'� Y1h " " 34-0 c 2 —3 9 —6 2 —3 „ " 8" POURED CONC. FOUNDATION 14 0 0 TE PE 1-f1 WALL7'.-10" HIGH WITH A I � , t f� 48—0 BITUMINOUS ASPHALT FINISH .''f ON A 8" X-1 S" P.C. FOOTING TYP. I I t 1 X♦X 7 114 P.T.W000 0 IC OF { NOI£t�TiIR TO�VEfYh�TfMt URi_. {. I I . .• - - - :. :: 8s0nl�as oe JeWolxOTXo°s;�in:Ec7�� I �'' i, 2-3/!L X 4 f/Y 1A0 BOLTS♦S'f1G �� A 1 � _7 I t 1 • „ r , ' L// '• `j P.T..z x a Box ..• V J . W `.,. 1� , er C.. :. P.T.i X E.1014f9 w f 0. ATTA f-IMENT DETAfL SCALE: DATE: PROD, =1 --O -- 175R FOUNDATION PLAN 1ST FLOOR FRAMING 1 4 S 1 7 .. DEC 99 SNEEi' LG N N LG DE 'r7`" I24 X 34 CAPE 1 ATTACHED GARAGE # C IMNG DESIGNS 1990.1991,1992,1993,1994,1999 RE SUMS ITS P D LIv1NG DESIGNS HEREB Y EXPRESSLYSE£NE ARNABY B JEFFREY A. B C l G DESIGNS STOCK PLAf� � 1 � 75R L�V � COMMON LAW COPYRIGHT. THESE ��N� ARE N� BUILDING °DESIGN G OR COPIED. A 2 PROFESSI ONAL MEMBER OF THE; AMERICAN INSTITUTE OF BUILD TO 8€E REPRODUCED, CHANGED v ; B D WWW,LIVD E S:CO ANY ERRORS OR DISCREPANCIES POUND ON THESE MA, Eft EAST :SANDWICH, QUAKER MEETING�1ClUSE ROAD, EA 131a rl'i T 7tt _ATTENI"tON OF PLANS ARE,TO BE BROUGHT E2 I= �, F ("�Q QQ8 2747 R�. O TEL. SfJ8 888 2747: ' _, �V CJ tJ LJ !V( DESIGNS PRIOR, TO THE START OF WO LIVING .,., _ � . E" , ,. ; :' . = I ,, v t ;; r � . �� <:". .I 00 D R SC E U TY. `�` D E . UNIT 3OX68 NT Y y ' 2 . 8 R 66 H.C. INT, 6 PAN +Z EL 3 2 4 G 2 X66 Ii.0 INT. 6> A 1<_ . 6OX68 ' L N L DING GLASS 0 5 2 8X6 IT E, _ , 9LEEXTRIOR 6 1 2 X 8 68 STEEL 'FIRE OOR ,D .. : • 5OX66 INTERIOR -BIF OLD 14 I,�III II.I I 1 I I III I.I�,�I I I I,��IIIII 1 r.rI I��,1I,�_II X 1 66 H.C.,H.C. 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'n �q. ... �+. : . - H • l 5 < �- : 2 _ 2 . 6 4-0 7-0 6 -0 6 -0 _ . f_ a 7 0 _4 a 14 0 f _N 34 -0 f , 48-0 "e-- .e.:" ,, I U /, • V ! _f, . w " , � �� _" DATE P R QJ. :.._! 1 4 = �-0 , • rD --EC 75R ;:_ L T _ L. ORp L_A ;1. SHE • 2 ET , 4 X . 4 CAPE ! A TTACHEDA AG #E JEFFR Y E A. N $ CP D_ � r Lnnr�c� QE rc Y 8 � s ris 1ss tssl ,992 1 H. I 9 t _ 9 4 19 9 LIV . 9 , PR F 't 3 E S I S 1At_ E MB R ",CI HE_, AMERI �V C1 _: � ,t.nnN� c �N , ,,. CAN`�I1�STIT _ �� pp _ _ s HERE"'t�ti' �xpR UTE !]F BUILDING ��_1� EssL'r �Est�v>s DESIGN �. ors co >�M Ot I F AW-C OF'YR 10. _ , HT, .7HE PtAPdS AR T .,_ ` � _ SE ENO 3 Q KE _M TI GH CIUSE R b EAT5 - W CH MA 'CQ E EPROf1UCE0 C r Y Y Y Y Y Y .( ("`� � R CAPtEO. ,� lY! , : 1 TE 5 - Atrra�z�ris ., Lf 08 �8 I ; 8 747 a ScaE��t�_ _ CIES FOUN 0 ON THE56 . . ... PLA S 'ARE TO BE : 2 "U tJ ,:,V 8 GFET TO THE A , 2 47 ,N CN G CESIGNS PRIOR' 0�TO THE`START'flF WOFFK: d: ' - - ` ,: .. -. . ..>.. :�t.h - . ,. , ;�: ., t ', ,i x '.w ". .. .. .. i - ..,R3 A. .M I. . , u ,. , ., r. ., .,- a .1. s ti 4 ., .".,. ,�.. a ,, .,- " n ,. .., ., y. w, , .. ... :i . .. .... ,. .:. ., -. 1 h .:i.:0 2- 2 X 6'S 2- 2 X 10'S WOOD BEAM 1 U ro --, EEL. U LUM 3ING CH SE V / W Z J 2 2 8 _Il �iII f /4 X 1 8_" LVL WO CID B M � I 34'-0" 14'-7" 7'-1I1 1 I -6 G LV. OIS H GE S 7'-0. 5'-3" 2'-4" 4'-4" 3 -7" 5'-5" " 6'-1 r---- ------ D c> Ic " I I {I I 3 1/2" X 9 1/2" LVL COD 2 2 8' �.` q , , x !l I 7 e ff�r Oo 0 TH LL BEDROOM #2 I {I I a� BYF fF • E• 1 1 ,_10 X g,—g» II k� ,� ti • 2- 2 X 6'S v tN E 1 I �♦ T L, f CAI v SECOND FLOOR FRAMING PL U, / f , k . 44 o � I s 3/1 6 = 1 10" I • MOK 3'-6" 1'-10" `.`J ' • \6. N •/ O • i MOK + 0 N e Mo MASTER BEDROOM B. N BEDROOM #1 II 17P-013 X 13 --0 f � i 12 —5 „ X 10 —2 9 94 X g—Z I x II -0 0• I --- (D f �i l � C, o I i CEILING LINE i II IT II i F l� &� .�' REhRowToFTr•« OF ThE E v a,s BY tom' ANY rEfN F iIIED I _ _ /_-• BY FED, AI C r V01A I,Ns ARF F,'f BI-- iNFS UP 3' 0" knee all -�• "'` {�, I ,n' i01� E I 0 V I 2 10 RID 3E •, Pr _ Es I M KICK PLATE------ ---- --- --- --- Ii oFI rF,ISPEAa1N 4 --- --- ---- 2 8' ' H ADD 2 S EAD R X 0 IDG u,yL » `Q 4'-6" 3'-0" 3'-0" 2'-5 2 -4 3'-6" 3'-0 3'-0" 4'-6" I!I 12'-11" 15'-3" • 34'-0" 2 X 8 a22X 10 L X S 10 V I SECOND FLOOR PLAN I I (i 1 I .a•OFRThES DL '. BY X 6'S 1 C. 2TED s6"'� 6" O.C. G;Y • TO$1co'no(FEB chFENSE • 0 CAU TF SI(-AIER RFRAMING PLAN— ;1<.oF. as.E.�;\C� O GAL 5v �..� 3/1631 = 1 —0" {fj W SCALE: DATE: PROJ. #: J I N LD E I L11; N AN AS .NOTED 7—DEC-99SECOND O0 R P LA 24' X 34' CAPE W ATTACHED GARAGE SHEET #: 1 1 C LIVING DESIGNS 1990,1991,1992,1993,1994,1999 JEFFREY A. BARNABY,cPBD LIVING DESIGNS STOCK PLAN S 1 1 7 5 R LMNG DESIGNS HEREBY EXPRESSLY RESERVES ITS _PROFESSIONAL MEMBER OF THE AMERICAN INSTITUTE OF BUILDING DESIGN [3 D (� A A COMMON LAW COPYRIGHT. THESE PLANS ARE NOT 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. WWW.LIVD ES.V O M TO BE REPRODUCED, CHANGED OR COPIED. QQ QQ /� ANY ERRORS OR DISCREPANCIES FOUND ON THESE TEL. 508-888-2747 508 888�-2 /�]T7 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF 5 LIVING DESIGNS PRIOR TO THE START OF WORK. W INSULATION NOTES 1 .) ALL FLOORS BELOW HEATED SPACE AND ABOVE UNHEATED SPACE TO BE INSULATED WITH 6" R- 19 F.G. INSUL. MIN. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 2.) ALL CEILINGS BELOW UNHEATED SPACE AND ABOVE HEATED SPACE TO BE INSULATED WITH 9 R-30 F.G. INSUL. MIN. JOIST TO SILL OR GIRDER, TOE NAIL 3 8D 3,) ALL EXTERIOR WALLS ABUTTING HEATED SPACE AND UNHEATED SPACE TO BE INSULATED WITH 3 1 /2" R- 13 F.G. INSUL. MIN. " ! � SOLE PLATE TO JOIST OR BLOCKING 16D @ 16 O.C. 4.) (OPTIONAL) ALL HIGH SOUND AREAS I.E. BATHROOMS, T.V. ROOM & KITCHEN TO BE INSULATED WITH 3 1 /2" SOUND INSULATION STUD TO SOLE PLATE 2- 16D S I UD TO TOP PLATE 2 16D DOUBLE STUDS FACE NAIL 1OD @ 24 O.C: MIN. 0 i—I �A CD R C i —I U L_ BUILT—UP HEADER TWO PIECES W 1 2" SPACER 16D @ 16" O.C. @ EDGE 'n SUPPORTING ROOF ONLY SUPPORTING 1 STORY ABOVE: SUPPORTING 2 STORY ABOVE CEILING JOISTS TO .PLATE; TOE PLATE 3— 8D u j SIZE OF HEADER MAX. LENGTH MAX. LENGTH MAX. LENGTH CEILING JOISTS TO PARALLEL' RAFTERS 3— _10D Q 2 - 2 X 4'S 4'-G' N A N/A 2 — 2 x 6`S 6�-0" 4'-0" N/A RAFTER TO PLATE, TOE NAIL 2-16D , 2 — 2 x 8's 8,-0" 6'-0' N/A BUILT-UP CORNER STUDS. 10D @ 24" O.C. 2 - 2 x 1 CS 10'-0' s'-0" 6'-0" RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4-16D , RAFTER TIES TO RAFTERS 3— 8D 3 4" SUBFLOOR TO JOISTS EDGES 8D @ 6" O.C. SUBFLOOR TO JOISTS (INTERMEDIATE) 8D @ 12" O.C. CONT. RIDGE VENT (OPTIONAL) 1 2" SHEATHING TO STUDS EDGES 8D @ 6" O.C. SHEATHING TO STUDS INTERMEDIATE 8D @ 12 O.C. 2 X 10 RIDGE BOARD (TYPICAL)12 1 X 6 COLLAR TIES � 4'-0" O.C. 1 2 SHEATHING TO STUDS GABLE WALLS 8D @ 6" O.C. i � —� 1/2" EXTERIOR PLYWOOD 2 X 8 RIDGE BOARDS 121 APPROVED SHINGLE BACKING optional roof line F 1 X 6 STRUTS 0 16" O.C. AS REQD. X 8,S @ 16 O.C. 2 X 10 RIDGE BOARD J 2 x 6'S 0 16" O.C. IF——'!--—!!—--{!—--IE—--1!— 12 ♦ / 4.75 ® II !I II II II 9" � NOTE: CONTRACTOR MAY ADJUST ROOF PITCH 2 X 6'S 16" O.C. R-30 II I! II !I II r 9.-0" TO FACILITATE HIGHER PLATE HEIGHTS /♦// ASPHALT OR F.G. ROOF --- / SHINGLES OVER APPROVED 0 —B——�_ �_ / / SHINGLE BACKING OVER / / 1/2" EXT. PLYWOOD OVER i 2 X 6 COLLAR I i 2 / / ROOF RAFTERS (TYPICAL) I TIES ® 16" O.C. I I I II II , 1 x 3 STRAPPING I /r-/ ' I I 1) I @ 16" C.C. { 12 /♦/X I II 2 X 8'S ® 16" O.C. II 1 /2" GYPSUM (TYPICAL} Ni ! ! II ( 2 x B'S ® 16" O.C. ♦ / , 2 x 8'S ® 16" O.C. 1 X 6 STRUTS ® 16" O.C. I 8" HIGH DENSITY R-30 r 1/,�� BATH H oa /�' / I I Iq �� > r ei 3 1!2" R-11 oFriio� p s v � 3'-0"' CLEAR 2 X 6'S C�_ 16" O.C. I I i 3/4" PLYWOOD SUBFLOORLJ -2 x 8's 16" O.C. — 2 x 8's 16" O.C. r r� T O.H. ARAGE DbOR L c ri rNsE / LVL HEADER ------1� ; i ALLY i 1 X 3 STRAPPING @ 16" O.C. i ,_ ---1/2" GYPSUM (TYPICAL) �-- ------ L_----- --� c THIS w TYPICAL WALL CONSTRUCTION WHITE CEDAR SHINGLES 0 5 1 /2" T.W. _ 1 CAR GARAGE 9'-8 1 2 OVER "IYVECK" OVER 1<2" EXTERIOR j "f STUD WALL PLYWOOD OVER 2" X 4 X 7'-4" STUDS, I oo 0 16" O.C. WITH 2 TOP AND 1 BOTTOM ! I 2 X 4 X 7'-4" STUDS ®-16" O.C. 2 X 4 BEARING WALL PLATE = RING 1 STUD WALL p W/ 2 TOP PLATES & 1 P.T. BOTTOM PLATE I , i; / 3114" PLYW'O.00/SUBFL 6" R-19 I I ii �-• —2 X 8'S Q 16" O.C. / 2 X 8'S @ 1 6° O.C. a 4" F.C. SLAB W/ 6" X 6" #10 W VI OVER NON—ORGANIC EARTH /O�� i 2 X 6 P.T. SILL W/ SUL'L SEAL 4— 2 X 10'S WOOD BEAM Ll jj PITCH 1% MIN. TOWAR �D� NT-RANGE GRADE OR 12W30 STEEL BEAM r a ° FOUNDATION SIL STRAPS ® 5' A C. V f SPACE COLUMNS 0 5'-6" . .OC FOR WOOD BEAM ; w IMBED IN COW. 18" MIN. / PROVIDE 45' CHAMFER ?I 8" P.C. FOUNDATION WALL • � � - _ 3 1/2" 0 CONC. FILLED STEErA TYPICAL LUMBER NOTES > BA �GIENT �N IGRACING MODULUS IFJ�'110LA FcF y d G" X 16" P.C. FOOTING8" P.C. FOUNDATION WALL i ! .' utf ••� - DESIGNAATION AGECY ELASTCITY, (SEE NOTES "E„ SLAB SECTION THROUGH GARAGE1,2,3,4)2" X 4" KEYWAY (OFTICNAL)--. 4' ��' oyo Ea�rtNse ,q If Iu A To ----- — '---'-------- / A . o: Ai^m„ CN t.••<C 900E-1..2 L3 —_ MACHINE 1L000 000 —^— 1200E-1_2E 1 2 3 4 RAYED 1 200 dOC • . . • • — 135OF-1.3E� 2,4 LUMBER, 1 3C0 Od0 \ —-- L —-�------- 8" X 16" P.C. FOOTING / 6 MIL. POLY VAPOR BARRIER / i n I 1450E-1.4E 1 3 4 2 X 4 1 300 000 _— r �---'----------- 2'-6" X 2'-6" X 10" P.C. F00: ` mot �. �_ 1500E-1> 5E __ 1L2i3i4— AND 1L400000 �— NON—ORGANIC EARTH 1650E-1. E I1,500.000 NOTE 1• National Lumber Grades Authority; Machine Rated Lumber, 2 x 4 & Wider NOTE 2. Southern Pire Inspection Bureau; Machine Rated Lumber, 2 x 4 & Wider TYPICAL /n BUILDING ! c e GENERAL NOTES: NOTE 3. West Coast Lumber Inspection Bureau; Machine Rated Lumber, 2 x 4 & I I (� I CAL BUILDING S ECTI O N 1 . SLATERS PAPER OR "TYVECK" TO BE USED ON ROOF AND SID`WAL L INc� Wider,r W o�deProd�ctsaAs oaaton; Machine Rated Lumber, 2 x 4 & weer 2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE 3. PROVIDE GUTTEP,S, DOWNSPOUTS AND_CATCH BASINS FOR ALL ROOF WATER RUNOFF EASTERN WOODS (surfaced dry or surfaced green) L-- 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS SPECIES OR GRADE SIZE MOD. OF ELASTICITY "E SELECT STRUCTURAL 1 1DO 000 5.j PROVIDE CROSSBRIDGING @ MIDSPAN OF ALL JOISTS rio. 1 & APPEAR^ 2 X 5 -- 1 t00000_"-`� _..-_._1_- -`_--..--_6.) DOUBLE JOISTS UNDER ALL PARTITIONS 0 I NO. - ---_ AND 1 N0.-3 WIDER —900 O _ r 1 7. ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE I STUD — "--- s000OO_____--- 00 `.) 8.j ALL CONCRETE TO BE 2,500 PSI MIN. • 9., THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION, (1r) THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES AND W REGULATIONS 1N THEIR STATE BUILDING CODE AND LOCAL REGULATIONS. Q SCALE: DATE: PROJ. #: InV n nL17i ruD n 1 /4 _ 1 ,_0„ 7—DEC-99 S1 175R J BUILDING SECTIONS L— �' �' � 24 X 34 CAPE W ATTACHED GARAGE SHEET #: �} LIVING DESIGNS STOCK PLAN S 7 5 R LI N DESIGNS 1990,1991,EXPRESSLY 993,1994,1999 JEFFREY A. BARNABY ,CPBD 1 LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS PROFESSIONAL MEMBER OF THE AMERICAN INSTITUTE OF BUILDING DESIGNB D COMMON LAW COPYRIGHT. THESE PLANS ARE NOT A - 5 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA, WWW. LIVDES.00M TO BE REPRODUCED, CHANGED OR COPIED. 5 0 8 8 8 8_L^7 4 7 ANY ERRORS OR DISCREPANCIES FOUND THESE 5 TEL. 508"888"2747 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF LIVING DESIGNS PRIOR TO THE START OF WORK.