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HomeMy WebLinkAbout0423 SKUNKNET ROAD - Health 423 Skunkn6t- Road A= 170- 120 Centerville SMEAD No.2-153LOR UPC 12534 smosd.eom - Wide in USA Rl9USWNMf1i0DIKT{!E OIFI OFTIMMKOM"` LOCATIOa PERMIT NO. L 07` a7- VILLAGE C F/�--T a y%L L INSTALLER'S ' NAME 6 ADDRESS jOk 2 i) ,cfti0 ,ergo► T' c j 74/ere- J'7-4 4L B U 1-1 D E R OR OWNER v SM 'T 14 DATE P"ERMIT ISSUED 17- 1-e2 DATE COMPLIANCE- ISSUED o 4C ot# 34 v � a .�.�............. THE COMMONWEALTH OF MASSACHUSETTS a�p BOAR® OF HEALTH palI7 Q . .... ...........OF.......... l�S ... . ............................. �D Appliraatiun for Diupuual Works Tunitrnrtiun tIrrmit Application is hereby.'made for a Permit to Construct (L4 or Repair ( ) an Individual Sewage Disposal System at: � v... �� ..c oa` ° o 0 Location-Address r.._.t No. --------------------�©t m ..........K.a_....-. .�Ya� }�- ------ --....---- .11s... � ems.......................................... a ......................... Owner iB C d e�ss l ' V fo s.. _ _ ......••----•----•------•--•---•--•-------. ....................................... Installer Address !�`C� d Type of Building Size Lot__�5,..... ..........Sq. feet Dwelling—No. of Bedrooms...................3......................Expansion Attic (NO) Garbage Grinder Po) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures . -•-- •-•------------------•--•---•--•-------•-----•-•--•--------------•-... ............................................................. W Design Flow...............V�Q...................gallons per person per day. Total daily flow.............. .....0 ................ 04 W Septic Tank—Liquid capacity_M).gallons 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, ) h, aPercolation Test Results Performed by.............. .0..4��. ................../... -:-. --_- Date... ..-�_�. ....2....-__.. Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Lz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a+ ................................................... -------•.....---------•...-•••-•-•._..............--------- 0 Description of Soil--------.•..0.....�� -� a"'--------------...1�14�,n^------------�---- -----S.lAO_�P.��------ - ----- - --- W ----------------------------------------------- ---------------------------------------------------- ---------------------------------------------------------------------------------------------•---- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ---.........................................-.......................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL 2 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. clF--..... ............... �-.................. ,", Date Application Approved By..... -•---- ....... ------ L -•--- Date Application Disapproved for the following reasons--------------------------------------------------- ............................................................. ...........................•-•---•-----------------------•----------------------------------•-----------.-----•-•------•----------•-...---•------------------------•-------------------•-•-----••--•---- Date PermitNo......................................................... Issued....................................................... Date No.. ': . `► Fxs...sue......................._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .. . Appfirn#iun for Bigpu.sal Works Tow3t.rurtiun tirrmit Application is hereby made for a Permit to Construct (L,-*) or Repair ( ) an Individual Sewage Disposal System at: { _ Location•Add�re`ss } 4r Lot No. ..... Owner tress .... •-----•--••---•------------ -----------•-- -------•-•----------------------------------------------•---.------------•-•.............-------- Installer Address d Type of Building Size Lot..V-5.10±0. Sq. feet U Dwelling—No. of Bedrooms....................*� ......._._ .Expansion Attic (N.)) Garbage Grinder Other—Type of Building ............................ No. of persons_._.._..............._______ Showers Cafeteria ( ) Otherfixtures ------------------------------------•------•-----------------••••-----•-----•-----------•...............-- . ...-------- W Design Flow...............`1.tr....................gallons per person per day. Total daily flow._._.........::='.. ..........-.....gallons. � Septic Tank—Liquid capactty.�.:�.��_gallons Length................ Width................ Diameter................ Depth................ 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_( ) ''' Percolation Test Results Performed by.............. ': _ ....... ..... Date.._ . ". Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.................... G14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ............•••••••....::....................................................•...•-----•...............---...--•-•--•----........._................. O Description of Soil........... ..`--._ ?... _ .................. ��_�? � i v ---•-•--•••••••................••--•--..... '.•-=�--=... •• - ---•------- ``- ----------------------------------- UW -------•-•-•..__...----••----------•-----••-•-••---•---------------•...•-••••--------•-•-••-•--•-•---------------•---._.....----••----•------------•-•-•--•-------------------••-••-----------.._...--- Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------- •--- •----------------------------- ------ ------------ Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of`TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Id c....�.Q..:----_......., ................................ Application Approved By...... ------ ........err. . ..`.___'°. ...--•. --.-_.... --•-•---•-•---•--- Date Application Disapproved for the following reasons:................................................................................................................ ----•-•-•----•••-------•-•.................•---•••--••••--------•-------......•-------......•••---------.•-•--•--•--•-•--•----•-----•--•--------•-•••-•--•---------•-•------•--------•••--------•-.----- Date PermitNo........................................................ Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ^V ...................... ....................................................... Tatifiratr of TuUmphane THIS IS,TO CERTIFY, That the Individual Sewage Disposal System constructed (��or Repaired ( ) by - ................ ��_ _..-----•.. .--- --••.......... •---•-------•----••----...... ......._----- ----•------- at \ Install r ti has been installed in accordance with the provisions of TI gf State Sanitary Code as described in the application for Disposal Works Construction Permit No.... .................................. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTIO SATISFACTORY.. DATE..... .2 --------- --•--------- Inspector.1`� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......�� ........OF............ . �tt� s�, .... ............. .. .. ... -•••... ..-......\...��.�:.....-•-•- PA- No. ...� FEE.----.�.. Disposal Work.6 T-1un#.rns#iun ramit Permission is hereby granted......_..__.t_;.................. .: _._.._..._._.. Cl> •--•• •--•-------••••••------••••••-•.........................•--•-•-•-•... to Construct ( i,r or Repair ( ) an Individual Sewage Disposal System at No..------... `u' ................ -- -•-•------•--. .....-----�:. ...... T�.�1. �~...... I t t.,................ Street as shown on the application for Disposal Works Construction Permit No..................... Dated.---------------------------------------- 'Sere'. ?__....�2.-�it�"-; Bo of Health -------------------- DATE................................. ..........-............. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS p�S1GN DATA _ F"il .t�Y Flow = IIo x3 = 33oG.Ps? ZIA, 9 ;) I SEPTIC- TANK = 4956,P. ZZ9 i+ - o15Po5�L_ PIT V6E lo00 GAL, �jipFYIALL A2El� = 1GjbS.F cv P i F3oTTOM AREA= 5O 5,F'• cxP •T ,20� 5a S.V- X I o = 5 0 G.P p ZZ 8 0 A `, 74u� I J -TOT A 1-- t�ESt t;N = 2 rj G-R D- - 9L B 41.8 -, D, 1- • I jjJ i -ToTA�- DAILY {� \5 01' O SQ•� , ' � I t,x .5:. cF Kp Al N j dl RAX rFJ1 E� 'TE5T ./. p F' i 7 I TO? FWD %4 b L C— }i NV. k-o A M 10 oo INJ. DIST. GAL. + Zt�Z 3ua sat" Iaoo I-N P'o�c gGNL TAN K INV. . . INV. _ i SAND WtTu : �((o,`l. �L�•; !� WPcqrD Cp-2.-rIF►GD PLoT Pt-A.Q ' j! PR-OFILt= � t , i L0447I0W GENT.E re-vI .�..t` N O 5 GAL1= ..._ ...... SCALE L I N.•,50 F T, �AT� (o/ // �� ?�•' o W I 1j-J ZI T, REFE2E►� c,G j 1 C1✓ raTt�Y -THAT 'THE �oV�1�ATlOI�JSuou�N {ER Co1�l GOMPL- S WAT. -T1-lF Z-z-o ob.., j� ANC 5�c2�GK EQvt2I-: MEN`1'S C>F7- VA pL^N For'Z, /�L.P\IJ C.SMhLL ING. € r(aWN ©F Q T�l3'LG� ANv lea t�OT MAA.G{r� Z 19 Z LO GATE D .W ITI I vi 4� G C4D PLA I N ; D AT�:�'I I-gZ � �,� ��� Y>NC`T E I~�• N Y E ! N.�, }, BAXTEcZe ws<E- INC. i REG I S T>c21✓U'►-Au r->S u Q.v EYo�S -TIAI5 PL&ti 16 NUT BASED oI'd AN O3"rERVILLE---- I' I T •�V 2V E-Y -T NE. 0FF5GT5 6UouLs> ! � ►loT f'.� VSEDTb p It-i -r I1IES �PPLIGA► ETF-V' E Lca �T �AM�J _ �: M 1 r 1-1- ca-5 { 'z I o FH 48' WINDOW SCHEDULE MANUFACTURER CODE - NUMBER LABEL OTY FLOOR DESCRIPTION EXISTING DOUBLE HUNG yyp7 2640DH 8 / DOUBLE HUNG TW24310 Q�6X4'-fidN W03H 3 1 36300C N23 RO '-1/2" ANDERSEN 1�22 EXISTING DECK 34'X 12' B NUMBER LA DOOR SCHEDULE MANUFACT CODE URER - BEL O FLOOR DESCRIPTION 16-0X7-0 OVERHEAD-4- DOOR TBD 1 D01 16070 i GARAGE D02 1668 1 HINGED DOOR PO4 EXISTING 03 2068 1 1 HINGED DOOR PO4 D A HINGED DOOR PO4 EXISTING 611 4 005 2468 1 HINGED DOOR PO4 EXISTING BUIL CENTER OF KIT.WND. D07 DER TO CONFIRM 506 2468 1 1 HINGED DOOR PO4 REUSE EXISTING 2568 1 1 HINGED DOOR PO4 EXISTING RELOCATED AND KIT.CAB.LAYOUT. 17,1„ HINGED DOOR PO4 EXISTING TBD 1 0 D09 2668 1 1 POCKET DOOR PO4 2 8 X 6--BRH 20 MIN.FIRE DOOR J D70 2868 1 1 EXT.HINGED J Z 6'4" D71 2868 1 1 EXT.HINGED DOOR E21 EXISTING 9-0 X 6-8 EXT.HINGED DOOR E21 REUSE EXISTING 9-LITE GARAGE DOOR SIZE:2-B X 6-8 Q U) SLIDER pia 5066 1 1 SLIDER EXISTING _L1J 5,_6„ ® __ 9-0 X 7-0 OVERHEAD DOOR TBD �_X H 1 7GARAGE 7gp UJ- I II II D14 9070 1 EXT.SLIDER-GLASS 9-0 X 6-8 SLIDER LL (!) I II �a D15 6068 1 Z � I en II II II � Z POINT LOAD I Q 0 4X6 POST /II ' L--� �---� (O, 01 212 X 10 HEADER �M1 i Ozz WITH 1/2"STEEL FLITCH. 7_3 MIN.4"BEARING EACH END7-6 OVER SLIDER z z --, W 00 I ©® pUl R Z REMOVE WALL.INSTALL J L-- 212 X 10 JSTS TO EXISTING ® c(t 2 X 8 BAND JST.FROM GARAGE SIDE. $ ® / m O ® KIT. I ®A N POINT LOAD ® r 4 X 6 POST POINT LOA ° r 4X6 POST EDRO 1 W ih 4 _ Nr 12 QCVEl MIN.CLEARANCE FROM ° DRY 0 CC POINT LOAD MASONRY CHIMN.2" �Z� I 4X6POST - -------- I, goF-T. REMOVE ALL. I WASH I I � F INSTALL L ER I r = I AT CEILING ® 11 1 2" 2' EXISTING I 18"UP.+- =Z U rN° FIREPLACE SLAB TO F. FLR. EXISTING CONC.FND.ABOVE SLAB _J I "� LIVING ROOM _ CONTINUOUS MASONRY WALL ON SLAB UNDER EDGE OF NEW FLOOR.(SECTION 2) I I N Q U L----------J N y - POINT 4X6P ST O B REMOVE WALL 4 X 6 POST J BEAM OVER I w N I A GARAGE _ z z U I -- 6z ----I----- —1 z A� 3/2 X 10 GIRDER I Ci OH O F I PLAN VIEW/FIRST FLOOR r I I REUSED REAR FGAR Q o 5 FROM REAR OF GARAGE I i 2-8 X 6-8 00 z H U SCALE 1/811=1 I 16'OVERHEAD DOOR Oc4w` ------L , -------- 0�4 aW �V r 3/2X 12 HEADER - 12'---- 24, [r. � Q w ��w0 z DOORSCHEDULE MANUFACTURER FLOOR DESCRIPTION CODE _ NUMBER OTY HINGED DOOR PO4 2 2-6X6-6LH- - D01 3 2 HINGED DOOR PO4 2-6 X 6-6 RH MP COOSITE PANEL D02 1 2 HINGED DOOR PO4 EXISTING FULL DORMER 34'+ - D04 1 EXT.HINGED DOOR E21 EXISTING D05 2 DOG 1 2 EXT.SLIDER-GLASS NLGD6068L R.O.6'X 6'-8" WINDOW SCHEDULE MANUFACTURER ' - NUMBER OTY - FLOOR DESCRIPTION EXICODESTING ANDERSEN - W01 1 2 DOUBLE HUNG 2 DOUBLE HUNG S TW210410 XS'-7 TW24310 R.O.2 8'-6 1/"X4'-7l8" gNDERSEN W02 1 DOUBLE HUNG-EGRES W04S TW210410 R..0.3'-1/e"X 5'-7/8" ANDERSEN 4 1 2 DOUBLE RUNG-EGRES R..0.3'-1/8 B 0 �Z CANTELIVERED DECK Q F- 10'X 4' X W ® Wd WOa W03 —-- —--------— ^ LL Co II z0z II 040 SUPPORT MUL rF R. - O O 9 REUSE - _ II W Z F,� II co ��C) ®° 1/2 BATH I12 BEDROOM 2 � m BEDROOM 3 N ®o ®° EXISTING ACCESS PANEL s Z TO ATTIC W^2 0 co AT w a Wo, __� 0 II----------- az �. — — _ �O_ I ~ II w~= owo KNEEWALLS 3'-7"HIGHZj KNEEWALLS T-T'HIGH I U I III I J I _ I O I I I 6 I B I I 5 I I z 4 I - ROOF BELOW U I I I o QA PLAN VIEW/SECOND FLOOR SCALE 1/8"=1' x I I s Q -E-. I I 0 a s I I Q 0 5 cn E 0P. z�ra °pox N _ ww L_� --- ------ f----------J oa � Q F 0 48' Ir----- 5 r---� I 4 I I I _ I I IBULKHEADI I IBILCO CC I I S 4' I II -------------- ------------------- L---1 L-------- O __ --- ------------ -I r-- I I ¢F ----- ----------- II �X cn I � I I WWI- I I I I zzZ I I I I I °Qo I I EXISTING BASEMENT I I I I O z z I I FHA I I I I I-o O N I I I I. WU� I ADD 4"LALLY UNDER GIRDER I I o z o FLUSH 16"X 16"X 12"DEEP I I I I J z I I O CONC.PAD IN EXISTING FLOOR- I I I I DO o v LALLYS HW I I EXISTING GARAGE SLAB AB OV i 12' I I I I I I N z I — = W�� - W 3/2 X 10 GIRDER ANCHOR FOOTSLOG o �9-0 OVERHEAD DOOR AND 1IN FROM ALL CORNERS I I I I I I I I REUSE EXISTING ? I I a z dot I SLAB TO BOTTOM OF FLR.JSTS. I I I I I I I I I I M F F I I UP 7 3" I I I I I I I I I = � z I I _U) —J POUR NEW SLAB L J N I I I ———— FLUSH WITH EXISTING I I -— — I I S ----J L ------------------------------- — II ---- ------- L----------------- . S I SLAB I I CAPITC PITCHED 1-112"DOWN. I 5 BACK TO FRONT TOP OF NEW FND. I I REMOVE EXISTING FND.ON I I _ z- _ TO BE FLUSH W/EXISTING RIGHT SIDE OF I I O - OVERHEAD DOOR OPENING E-. FLUSH WITH SLAB I I. B"SHORT WALL FND. y� A N I 12'--_— V I I z 4 r C I I I I 6 PLAN VIEW/FOUNDATION PLAN I I I z 6 SCALE 1/8"=1' I I I I z Z c aq I I I I 0 U)�� 1&0'OVERHEAD DOOR ————_— I I--------------- — �'wa ------------ q -----41 a6 ------ 0cn z w 2 0 P4 4' mz ag o C'IU as A � w z H °z TOP AND BOTTOM RAILS WITH BALUSTERS 5"oc. CLIPS ON NOTE:INSTALL SIMPSON H2.5A HURRICANE ALL NEW RAFTER/TOP PLATE NOTE:INSTALL LEAD PAN UNDER I ARCHITECT ASPHALT SHINGLES(EXISTING AND NEW ROOF CONNECTIONS. NEW SLIDER THRESHOLD. AZEK AREAS),STORM NAILED(6 NAILS PER SHINGLE),OVER 15LB COMPOSITE FELT AND 1/2"OSB ZIP SYSTEM SHEATHING ON NEW ROOF AREAS.ICE AND WATER MEMBRANE FOR ENTIRE DORMER,IN DECKING FASTEN 4 X 4 PT POSTS TO DECK ALL VALLEYS,HIPS AND TON ENTIRE PERIMETER EDGE AND 4 X 8PT CANTILEVERED GIRDER JOISTS,BAND JOISTS AND ADDED 6"ALONG ALL RAKE EDGES.4"EXPOSURE FORASPHALT SHINGLE VENT II SOLID EXISTING RAFTERS. 8'INTO HOUSE. NAILERS WITH 4"LEDGER LOC. SHINGLES ON DORMER ROOF. VINYL RIDGE VENT. 2 X 12 RIDGE BUILDER TO CONFIRM SIZE AND ON MIN.3' CENTER SPACING OF EXISTING iLno SCREWS. RAFTERS BEFORE CONSTRUCTION. Lli F- 2X8 PT BANDJST. STRIP SOFFIT VENT WITH 4'CANTILEVER WITH HANGERS WIND WASH BARRIER IN EACH NEW RAFTER BAY.EXTERIORWALL 6"SOFFIT 2 X 10 COLLET TIES2X8 PT LEDGERS INSTALLED AT EACH RAFTERBETWEEN INSTALL 212X 8 HEADER NOTE:BALOON FRAME ALL GABLE WALLS CANTILEVERED 4 X 8 GIRDERS WITH 1/2"STEEL FLITCH BETWEEN R-38 WITH FASTENED TO EXISTING 2 X 8 OVER NEW DORMER SLIDER. FFIRt- VENTINGBOX WITH LEDGER LOK FRAMED WALL AT ALL RAFTERS. Uj SCREWS: WC SHINGLES 2 @ 12"OC.,TOP&BOTTOM. OVER AMOWRAP OVER 1/2"OSB /� HT,7' 3/4"ADVANTEC T&G EXISTING KNEEWALL2"EDGE DISTANCE ZIP SYSTEM SHEATHING. —J SUB FLOOR OR EQUAL. SIMPSON HANGERS AT END (SCREWED AND ADHESIVED AS 3'-7"HIGH OF PT JOISTS R-21 PER MANUFACTURERS SPEC) R 21 2X6WALL,i6"OC WITH DBL.TOP PLATE DETAIL/DECK RAILING AND DECK FRAME OC. NO SCALE 4' 8 EXISITNG 2 X 8 JSTS,16 ADD SOFFIT VENTING AT FRONT ADD SOLID BLOCKING (BUILDER TO CONFIRM SPACING z z IN EACH JST BAY OF EXISTING FLR.JSTS. Lij SEE FRAMING PLAN Q CANTILEVERED DECK uJ O EXISTING 2 X 4 BEARING WALL 7 16"OC. Ix CCz Q a � EXISTING 2 X 10 FLR.JSTS. �I..: 16"OC LU F- r EXISTING DECK =Z U _L N 3/2 X 10 GIRDER r a EXISTING FULL B"CONC.FND. Q U EXISTING BASEMENT 4"LALLY COLUMN BUILDER TO CONFIRM ALL DIMENSIONS SLAB z AND CONDITIONS ON SITE 0 w A z 00 SECTION h �1:�� SCALE 1/4"=1' 4 Q o�5 z� xox P Nw W4 El I ,: oa c7 Q `4�z Jz SHINGLE VENT It SOLID - VINYL RIDGE VENT. Q~ 2 X 8 RIDGE _ 2 X W ADD 2 X 4 COLLIER TIES UNDER EXISTING RIDGE U_W IN EACH RAFTER BAY. z� ADD 2 X 10 COLLER TIES O 2 z0 EXISTING 2 X 6 RAFTERS 2'OC OVER FORMER GARAGE O Z Z O O STRIP EXISTING ASPHALT SHINGLES. W INSTALL NEW AS PER DETAILS IN SECTION 1. O W 0 EXISTING 2 X 6 CEILING JSTS.2'OC -1 z �O ED 0 U R-38 ADVAN EC SUB FLR. ADD R-13 GLUED AND SCREWED \ \y I I 2 X 10 JSTS. EXISTING 2 X 4 WALL I/ ON FIRE RATED GYPSUM 16"OC 16"OO ON ENTIRE GARAGE CEILING REMOVE OVERHEAD GARAGE 2 X 10 BEAM.' HIGH DENSITY R-38 INSUL R-13 AND ALLGARAGE WALLS ADJOINING REMOVE WALL AND INSTALL 3l2 X 10 BEAM. 2 INSTALLED FROM TOP. LIVING SPACE. I W Q FOR ENTIRE FRAME WC SHINGLES 2 X 4 PARTITION w a OVER STEM SHE OVER 1/2"OSB 16"OC 7 O ZIP SYSTEM SHEATHING. CC 312 X 10 PT BOX - I I O FA PT PLYyi � JST. a 1 X 2 PT CLEATS FLUSH FASTENED TO CLEATS ADVAN EC SUB FLR. I I d 0 1- WITH BOTTOM OF JSTS. FROM TOP GLUED AND SCREWED I I W O 1-1 4"+�PTS�'HIM. FILL ITH CONTINUOUS DETAIL 1 SOL o -� pW0 FLOOR FRAME — =z C LO OVER SLAB EXISTING B"OONC. N NO SCALE.LC. GARAGE FND. EXISTING GARAGE SLAB: r /"1 L - CONTINUOUS MASONRY WALL 4"HIGH-1 BUILDER TO CONFIRM ALL C� COURSE HIGH(16"X S'X 4"SOLID CMU BLOCKS) - FOR WIDTH OFGARAGE,TIGHT TO FOUNDATION DIMENSIONS . NOTE:SET NEW FLOOR ON BOTH SIDES. AND CONDITIONS ON SITE FRAME FLUSH WITH TOP OF EXISTING JOISTS z B O SECTION 5 E-. SCALE 1/4"=1' 0 w U z o Q� . 0 cn Q �WW ova Q w o co o Nw P., z�H P4.OZNw P.wP U oa o Q 10, NOTE:INSTALL SIMPSON H2.5A HURRICANE SHINGLE VENT II SOLID CLIPS ON ALL NEW RAFTER/TOP PLATE z VINYL RIDGE VENT. CONNECTIONS. Q ADD 2 X 4 COLLIER TIES �X W ARCHITECT ASPHALT SHINGLES(EXISTING AND NEW ROOF UNDER EXISTING RIDGE 2 X 10 RIDGE U-W AREAS),STORM NAILED(6 NAILS PER SHINGLE),OVER 15LB IN EACH RAFTER BAY. FELT AND 1/2"OSB ZIP SYSTEM SHEATHING ON NEW ROOF —z z AREAS.ICE AND WATER MEMBRANE FOR ENTIRE DORMER,IN 2 X 8 RAFTERS _ ALL VALLEYS,HIPS AND 3-ON ENTIRE PERIMETER EDGE AND 16"OC. Ozz 6"ALONG ALL RAKE EDGES.4"EXPOSURE FOR ASPHALT 1-00 SHINGLES ON DORMER ROOF. W z'F Z p W� ;�p 2 X B CL.JSTS. SOLID BLOCKING CO O U 16"OC EACH JST.BAY 312 X 10 GIRDER i—ul STRIP SOFFIT VENT/ 6"SOFFIT ALIGN WITH EXISTING 5/8"FIRE RATED GYPSUM ON ENTIRE GARAGE CEILING 2 X 4 WALL FRAME AND ALL GARAGE WALLS ADJOINING WC SHINGLES 16"OC. LIVING SPACE. F� OVER AMOWRAP OVER 1/2"OSB .ZIP SYSTEM SHEATHING.4"-5"SLAB PITCHED 1-1/2'DOWN, 2 X 6 PT SILLBACK TO FRONT N� 8"N.48'BELFNDOW Q r MIN.48"BELOW KEYED FOOTING U GRADE TO BOTTOM OF COMPACTED EARTH FOOTING y Fz BUILDER TO CONFIRM ALL DIMENSIONS C AND CONDITIONS ON SITE SECTION/GARAGE 6 SCALE 1/4"=l' �zz 6 W z oEl QQ H O � cn Q a uw CGoz NW Pa U' Q 4=1 z P4 z 10' 5' L 2 X8 PT LEDGERS INSTALLED BETWEEN I NOTE:INSTALL 4 X 8 HANGERS CANTILEVERED 4 X 8 GIRDERS AT OUTER ENDS OF 314 X 8 GIRDERS A FASTENED TO EXISTING 2 X 8 BOX WITH 4 X 8 PT t} LEDGER LOK SCREWS: BAND JST. 2 X 8 PTJST.16'OC 2 @ 12-OC.,TOP&BOTTOM.EDGE DISTANCE (HANGERS BOTH ENDS) SI - MPSON HANGERS AT END OF PT JOISTS 5 CANTELIVERED DECK 10'X 4' 0 oo„ --- ----------n Z_ 4 X 8 PT CANTILEVERED GIRDERS AT I I ¢~ EACH END OF DECK AND ONE IN ono„ Lt X W MIDDLE.INSTALL SAME 8'INTO HOUSE I I LL W U) AND PROJECT 4' BEYOND REAR WALL O Z Z OF HOUSE. I I U Q O v7 U) 4 X 8 PT GIRDERS I I cr 00 Z s II ��Z O m o U ADD SOLII IDI�BLOCKING —————— ATTIC I I ---_---� Z _ -- II---- Uj 20 —_ — >0 EXISITNG 2 X 8 FLR.JSTS. I 161,OC I aZ nw II go~ UJ G II I Zo I N� II I a� U � I I I CO B I I H I 5 4 I ROOF BELOW I z PLAN VIEW/ FLOOR FRAME 2ND LEVEL CANTILEVERED DECK I I I I � OR SCALE 1/4"=1' I I I s z A s I I I ° �'X I I E~ NICOLOSI RESIDENCE I _ I Q o6.5 PROPOSED ADDITIONS I _ — — —_ J ° zaCENTERVILLE, MA. w cn -------_ ___— ox Nil awE+ av w z Qw Qu��Wz 2 � P- PROPOSEDOORA@R 21/2� ID MD CANDLEVERED DECK 12 7.- WME] D El EXISTING DECK , J Z - J— Qcc I— PROPoGED GARAGE G x LI LLI F— LEFT SIDE ELEVATION E- U SCALE 1/B"=7' FRONT ELEVATION NICOLOSI RESIDENCE Z p PRovoseD GuuGE SCALE 1/8"=1' PROPOSED ADDITIONS �Q 0 . CENTERVILLE,MA. U Uozz - �00 p Z E J W Z o 00 p C) l— Z LU LU >O Or aZm �0 F- LU F-:a 0w0 =Z U _Lo N cn . PROPOSED DORMER . Da RDPosED DORMER (� 12 /] El❑ ❑ T*' LAM¢EVEREDDELK z 12P- O LANTLEVEPED DECK' z ❑ ❑ ❑ E%iET4uG DELK � . Q E%ISTiNG DECK � („� z o Qq� Q +-PROPoSED GARAGE NICOLOSI RESIDENCE PRDPoseD GARAGE g a REAR ELEVATION PROPOSED ADDITIONS NICOLOSI RESIDENCE SCALE 1/8"=1' CENTERVILLE,MA. PROPOSED ADDITIONS RIGHT SIDE ELEVATION CENTERVILLE,MA. Uo SCALE 1/8"=1' zU oxpq m w00FxvU c� Q Wo D� P - b as• -- 18'-B 1/2• EWALLa STHIGN -EE.— 9'-THIGH 01 101-111r T-3• §§ u O® - 1e BA 1 AO 1 BEDPAOn10 Iry KITCHEN 14• 1 - . BEDPCOMI - ' 1 I I BEDPOOM2 i ATTIC GARAGE �El KNEE L53'-THIGH EWALLG 3-THIGH Q I— 12-]12' 1 2 MVWG DOOM r———— LLU aEDP00nl] 11 -B PITCHED T DOWN D t I IBACKTOR � ONT. I Z I I I I oa0 0'10•—e1•-B• 1O•.g• O Z Z ig PLAN VIEW/EXISTING SECOND FLOOR NICOLOSI RESIDENCE 0 0 W aB• SCALE 1/8"=1' EXISTING LAYOUT W PLAN VIEW/EXISTING FIRST FLOOR NICOLOSI RESIDENCE . SCALE 1/8"=1' EXISTING LAYOUT m p o F Z W Q >O U OC Ii CC Z �pF_ Lu F r =Zo _1n N a _ N Lo U .1F II 11a2GOcc I —JjL---------------------- ��---=------- ------, I----- z I I I F o I EXISTING BASEMENT /-Lys GARAGE STAB ABOVE f I NO 5LLV� � I 3l2 X 10 GIRDER CID.�J I I CUB TO BOTTOM OF FL I I I n I I I FN []F U I I coww I L--------"--------J L-----J I Q 'o ------------------ —————— o — W co PLAN VIEW/EXISTING FOUNDATION NICOLOSI RESIDENCE P: E- N W P+ SCALE 1/8"=1' _ - kK F-1 '�tU EXISTING LAYOUT _