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HomeMy WebLinkAbout0395 OLD STRAWBERRY HILL ROAD - Health 395 Old Strawberry'Hill_Road,,_ A = 251 -187 Hyannis 1 fl� i i No. t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for BisposaY *pstem ConstCUftion permit Application for a Permit to Construct( ) Repair(� Upgrade( ) Abandon( ) ❑Complete System ,N Individual Components Location Address or Lot No. 395 j,(,J� S� b��Ay Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel oZ�1 ! l`Ita- � <,4WEA yV WK !(((o (Z Installer's Name,Address,and Tel.No.50�;477 Designer's Name,Address,and Tel.No. f4 193 1 I Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd • Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) dtt CIA.)& FZLt7 A-f E—f u&j4 f-?6& Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of ealt . Signed Date t '9 "dZ®L� Application Approved by ' Date _0 Application Disapproved by Date for the following reasons Permit No. a() ( ( Date Issued �''� .,. . ,q.� -rr ... ;•'•'tom „ 'i-_ � ..}.'r�.r.-'R .r.. •s.3W - � -`�, y._ , ` _ °� No. Fee ���` D (� t< r, ., ` � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS L. 'Application for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) -]Complete System Individual Components Location Address or Lot No. 3Q5 .0(.6 15p�4Lt1 2Ay Owner's Name,Addres�s,,y d Tel.No. CMWAssessor's Map/Parcel /g fRYL E6 7 awn s° UDC H1 c4, HY Installer's Name,Address,and Tel.No.509477-9V?7 Designer's Name,Address,and Tel.No. 0AP&A)1V6 E�N7t9C�dL�S�S - A � • Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. # Description of Soil Nature of Repairs or Alterations(Answer when applicable) 4_1A.JL FD4 F=UViV70RY00 M Sc'�7 7 "c�. IMAtJ[� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance ivitfi`the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of ealt Signed C5Z, Date Application Approved by W G1 Date l `f C "Application Disapproved by Date forthe, following reasons `...,Fi...• , Permit No. o�o l `��t Date Issued i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS:,IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by �AP64i�t D&C &-� J 1�i_`,olQ(g -' - at 395 6a) 55W 1414— has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer QAWdjjjb671 P� Designer to #bedrooms Approved design flow gpd ram.. The issuance of this permit shall not belconstrued as a guarantee that the system will function as designed: Date Inspector � � V .. ------'---- ------------'-------'--------------------------------------------------------------------------.-s.-- --�'']��---------- No. _ ` '" L J 1 a.,," Fee L 5. - — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at � [� p 44Y04 CJX) and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. `,, Date t 1 -` Approved by V y ' -�" /�✓1� n - L0CATI //� SEW GE PERMIT NO. V I L L A G t k4wIll')I.14S LE _T R'S MA01 A00ItISSe -. 11UIL0E OR IDWNE1? o _ ► GATE P I R M I T ISSUED DATE ;COMPLIANCE ISSUED �!. ev N C� UN NJ N o. �O r; I' N .�. No. ..,�.�. ? .. Fss........G?4............... THE OA1�®A®� F n�EALTI--I rs Town Barnstable �< ...............OF.......................................... Appliration for Di_gpvii al Works Tonstrnrtion ramit Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal Systgmo f:459, Old Strawberry Hill Rd. , Hyannis , lria ................--�........................................................................... .65..._._._............._----......_._.._..............._..._.._�..........--..........--- Capricorn RA01:t QFPust 7Falmouth R�xad�ro.Hyannls ......................-----•---•-••---••-•--------.......-------------••---------------------.... ..........--...................................................................................... Steve L e b el Owner Address wa Installer Address QType of Building 3 Size Lot............................Sq. feet Dwelling—No. of Bedroo -Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons.......:.................... Showers ( ) — Cafeteria ( ) Q' Oth fixtures .----•------------•-----•--.--.. . . WDesign. Flow.............................•_-..}.1j00..gallons per pers(eolp day. Tot* 1a 10'flow------------------------------------------5.g�glons. * Septic Tank—Liquid capacity............gallons Length................ Width-.-___-____-___- Diameter................ Depth......,......... Disposal Trenchr No..................... Widt�_n................. Total Length------- .t......... Total leaching area___--26&......sq. ft. 3 Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) DosinZjadf-6dje Engineering 11-25-81 Percolation Test Res It Performed by.......................................... �-........................ Date-------------- �.s0 }�- -�Bne--er-i-counte�- Test Pit No. fA:________minutes per inch Depth of Test Pit l/A............ Depth to ground water._V.'; ......._.__. e 44 Test Pit No. 2............ .minutes per inch Depth of Test Pit.................... Depth to ground water-_________-----..._____ 0 p}= 2-L---------I ua-m- ..-tags o z}•---•------------•----•------•--------------------------------------------------=....... Description of So"----------2-A----_... * i.�.........ro,ec12-uM--ylel-l-QW--sand----------------------------------------------------------------------------- W •-------------------------------- _----�:�-` -ire d: --wi- t e---- gravel/ram---swat er--•at-- 12 ' ---------------------------------------------------------------------------------------------------------------------------------------------------------------------•----------------------------_..... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... P ...................................................................................................................•----....____....._......._..___......................_.._............_......_....._. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the,provisions of iITi U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Complianc as been issued by the bo rd of health. .. Pres . __...._.: Sign -- - - -- --.. ... . . ... ......................••---------••-- ..5..... D to Application Approved BY , -�zz -------------- Date Application Disapproved for the following reasons--------------------------------------------------------------------------------------------•--•---------•-•---- .................•-••----...-------------------------------•-•------•---•-------------.......-------------------•---•••-•-•------•------•-•-------•--------------------------•-----••----------.._...._. Date PermitNo......................................................... Issued....................................................... Date No....A9. :17. FEB.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T Barnstabl ......own............. OF..................................e.... App irFatiun for Disposal Works Toustrnrtion Vrrutit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at Lot #59, Old Strawberry Hill Rd_. ,: Hyannis , lriA - ..... ...-- ...... ...... ----------------••-•----...-------------------------•---•--.---• ocat Add s or Lot No. Capricorn f eat' y trust 765 Falmouth Roads Hyannis ............. ------------------------- ....................................... -- W Steve L e bel Owner Address a ........................................... ........ Installer Address Type of Building Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms.__3.....................................Expansion Attic ( ) Garbage Grinder ( ) P-4 Other—Type of Building .ZAXICh............ No. of persons............................ Showers ( 2) — Cafeteria ( ) QI Other fixtures -------------------------------- . .... ... W Design Flow..........5.............................gallons per person per day. Total daily flow..........33. a.........................gallons. WSeptic Tank—Liquid capacity-10 00gallons Length$'_6....... Width_4'.1.0.... Diameter________________ Depth_, 9_8...... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.........._.........sq. ft. Seepage Pit No.................... Diameter....... ........... Depth below inlet......6........... Total leaching area....266-....sq. ft. ` Other Distribution box ( ) Dosing tank ( ) z Percolation Test Results Performed b Eldred ie En ine erin 11-2._-81 Y - ---- Date 1 aTest Pit No. 1..2.E .....minutes per inch Depth of Test Pit.... ........ Depth to ground water iMe---_ex:koounte !! - Test Pit No. 2VA.......minutes per inch Depth of Test Pit. 1/A.......... Depth to ground water... �&----....___- e P ----•--------------------------------------•-----•--•--•---•---•----------------•---•..........-•-•-.......................................................... Description of Soil--------- - 2...........1.°am.&- tQpao l-------------------•-----•••-----------------...A....................................... x 2 ' - 1--W Medium yellow and 10 • - 12 • med. white Vian-d 1nowater 12 '- - --------- -------- -------- - -........ . -_ ______________________ - __.___.. .__ _ .... ___ ._.. UNature 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 TITHE 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. fired., Pres. 5/g O/$3......... Sig . 'lam = / 1�'f ,/�� .g..... Application Approved BY ,t' %.._... - � `. Date Application Disapproved for the following reasons----------------------------------•------....------------------•..... ----------------------------••-•--•---------•-------.........................----•--•----------........•-'---------•------••-------•--------------------------------------•-----•---• -----•--...... Date PermitNo...................................... ------•--------. Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............l.a.i1M................OF.........Barx-w.tabl.e............................................ Tnrtifiratr of Tomplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( X) or Repaired ( ) bY.................................................Stje y2...Lehe_L...-------- 59 1 Old Strawberry Hill s�, ,R at.........Lgt-- Hyalat�lsj 1'� ---------------------------------- has been installed in accordance with the provisions of TITLE. 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.___C�3'.':___? ! ........ dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE AS A GUARANTEE THAT THE SYSTEM VN I NCTION SATISFACTORY. DATE...f';.LL 111....---•------••---.....---•--•............................ Inspector--•--- --- ---------------------•-------------••-----------•-----...............-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .Town........................OF..... .axon; .abl_e.........._..................................... �. o No....�.�.......:. FEE.---•-•--•-•--.......... Disposal Works Tonutrnrtion amit Permission is hereby granted..................Steve...Lahel-----------------------------------------------------------------------..................... to Construct , ) Qr,R&paij (S t�an ined�r uakSevigi,Tsposal System . at No....-Lat--r 5y---- Ul U y n 11 Street ................................................ as shown on the application for Disposal Works Construction P mit No..................... Dqted.......................................... Bpdrd of Health DATE -- -------- 3 FORM 1255 HOBBS & WARREN. INC., PUBLISHERS -,- -� W 00., � 407 s9 Gam. 96 M %pr 5-Q72f5 7- _ _ � � •^' `J 9 ' t ] D� 6 6' 8 /O' 0J IuoFtsED'wAt<uNEs 09 N i 2i Sa± Ono F. �/1 U r'AT H. Fvtvk \ �/ T \I "� Ct1{ 6E 1 I F ,P, ,J i� te I N c = _ 0 A/ of oy . 0 • t � C�T� #a/ a P T r/ 27! O 30 Np SUR��,++ LEGEND FM�sr CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION OAO ��. EXISTING CONTOUR --_ 0 ...__.. o� AL FINISHED SPOT ELEVATION RSe. � ' �✓ /_ I FINISHED CONTOUR 0 y No,.10951 q IN APPIO�IED & BOARD OF HEALTH A�o .G1sTEQ`��`4'� �A �eJ IAS,L ► ,�FSs�ON�I J PATE AGENT SCALE, 30 DATE j �.'j> A ? L D R,'DGE' ENGINEER/NG C0."L: ��^' ? C_h1NT _ I CERTIFY THAT THE PROPOSED EGISTERE REGISTERED , ` . �O� NO ''8'3 -.. BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS E GINEER SURY DRsw' �- * OF BARNSTA E, ASS. 712 M A i N'.STREET. k. Co.,BY H YA N N i S,. MA'$S.,:, SHEET:/OF A E G. 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WALL TYPICAL CONNECTION WHERE OURINE OFJ NEW MEETS EXISTING. _ DECK ABOVE - - / ------ ------ --- ---- ----- -- THE .2X70 PT,® 16":O.C. 2XI I S I AN RS / r' /// MEN/l/mIm Pl LE ER HS CLIP..JOIST TO'BEAM /�;/ //// - .WHEELER LE ER CO EC ON' / .. / / / /j //j j��� / RESIDENCE A D. W IM ON T72 W /2 DIA .R D.' - 12"CANTILEVER je 04j�T POST TO TRIPLE POST.CAP fo36G DIVANIZED STEEL - s" -J sTs®i " c. / / j . N j r/;, 395 OLD STRAWBERRY 302X10-PT.GIRT / . _ AREAWAY W/GRAVEL / / / / / BED, TYPICAL HILL RD.,CENTERYILLE' /�/ / n; TR cT .c_ Bsn TE //� i% /�/;' •/, / V1V L'11V1J�r'D / O@RMWE;;fXIS�TWC?" � -s o RE w RSE noN iG, ,r, ,,;,� CRAWL CPA.CE" PREPAREDFOR: AS lER AM OR EA01 G /, / ,, ;. /..i l�'//1/',/;-//,/.// C V oFIro ou /.,';/ 'r/ :./// / / /��/�///////y,:/ , n ARICL /NE -:FERULLO '� �� /�/;,:,/ ///.,,,,,/ a�„� r�/ii -- --- - — ------- ----------- / ')N„/fA4E,XL5'ANG �LjPR10R/70?RURINC.' /�� _ 6X6:P7 POST .. /,/ //a,/r ,/ y/ '.i/� �'%� �i/i. /i$' / ,511;,; „ 3,N�(�/ /. /////�,; // / / / / .. XEIGAL/CONNEC7ION E /:' / ., /;,/„//' ----- ----------------'-- ---------- / , „!ir, EW�:IEET6snlac: ,�:' ,'' REMODELING j/,/ /',:,; j,,�r,,%%/// %/i//j i i,// r•;',i/i r /�%!i - ASU66 POST BASE r• '/,/ :„/.,/, // I -,1 ///'% /// W THREADED-ROD SET. /� ;//�/,�, INTO TUBE 2a.. �sTAoABCNIhcc ws m .7i,, AN oaauAL . ._ _ //�/'i;' //,"/r//•r�,i/...e.{5C�RiCOjaNeCTtOH::`/��/:/r,/i,/:;', ___ _ ,:/i/ y/,r//!i/. /i�//i, /ii' /r%// /=/i/ /„r sT""P "" ... T, . . .. -.. y //i�!�,�/-=4/ROW'S/�08!,�i76"%Oxv/n/��/� /,1::•. •,. - t:/,/��/�/;,i;/�,i�/ii/ /�/--i�/i',/, ////ii�/!, As vouuT s�'T"w rowstaucttar�sEr: .. NDI IS owE TH 4r :ice!//,ADp%citl FJMPSOA/,./.;!,%{'G//r,r/./ ,i, ' / /i„ �„ / 'i,�/r//� ;,, c CNr' j' .!Q" , ' v r, �aauERr.woaTEns ac ne.mAwNcs.No A. Au sr E6E %%,,j$�//,', /,r/i „/is/.32a'22rA//q'/2%/B1AM:/,tiOd j•T:%,c'i:',r/ �. q PORCH/RAMPS OF n / _ ;'i/, ,//,/j/ % ,.,� ,.: ,,� �. ' ,r, ;y ri ,i,,,/, /^, „i/j•/•,/, /.. n PORCH/RAMPS ABOVE �!:�/'i Au'or n1E oEAs�ARRANmtExrs oEsc+z AND. A.3 BY ANO I RErRESEHTEn ARE�MNED N ANO PART T THE PROPERTY - / �/j r BEE T D 1MY wG N.. .OR EOf SN/,LL .. '/.'//%!/;L/„' -/ /:/.!//„/r4f i«�... !r4(: / / :r,,.,, „ :;;! r ii-/ ;/:;,,;/ �. BY ANY PERShc.PtRu. IIC8 TTEN / 01t ANY PURPOSE E%CFPr wTN�ETEC TI. aE THE ERT ARm c w ......_ __ :/r/j -PERu E imu TE Ts C. - L� ji / ' PROJECT i4 300613 ', SLOPED ./ / / ... � .. `. DATE ISSUED: . _ OUTLINE OF EXISTING FOUNDATION-------------- - - 2 10 T i6"O.0 n .. IONS� REVIS OUTLINE - / PORCH P ABOVE .. n .CROSS BLOCK-AND' THRU BOLT.ALL RAILING POST TYP j/ '•{ - %1 PT.IFT.- -_--__--... ____ .. �_._._ _;. 6X6 PT POST ON - POST 1� "'l, A E. _ B S TYP RAMPSS RAILIS AnNo LAANDINGS$HAALLL CCpCUEPLY'WM AU_APPUCAB!f _ - - 10"DIAM SONG-TUBE OF MHEMER OR NOT THEYIEEARERSPEa EDss I.BOAR&DRAA M�iNECSS / - i 28"DIAM BIGFOOT. H _ 10 SON TUBES W - MAINTAIN:48"COVERAGE `I .BIGF PERMIT-SET 00T DOTING TYP - " PROGRESS SET PRICING SET - PROGRESS SET K EDGE DETAIL IDEC PROPOSED FIRST FLOOR FRAMING PLAN SCALE: 1/2"=1 _an 4'-9 1 2" 5'-6" �'-10" 6'-0" ALL:MANUFACTURED LUMBER TO BE DESIGNED BY REGISTRATION PROPOSED FOUNDATION PLAN .SUPPLIER/MANUFACTURER. SUBMIT SHOP DRAWINGS - AND CALCULATION TO ARCHITECT/ENGINEER 'SONO TUBE DIMENSIONS MAY FIELD ADJUSTED AS NECESSARY TO .. PRIOR TO FABRICATION. ACHIEVE.DESIGN INTENT. - 'ENSURE THAT PORCH SONG TUBES ALIGN W/ROOF SUPPORT POSTS ABOVE _ SCALE` 1/4'-1'-0 . . NOTES: - IT IS THE CONTRACTOR'S RESPONSIBILITY TO:INSURE THAT - 0 1 -.2 ♦ :.8 ALL FRAMING.BLOCKING.AND STRAPPING DETAILS AND OTHER REQUIREMENTS ARE IN .ACCORDANCE WITH THE WOOD FRAMED CONSTRUCTION MANUALS GUIDE TO WOOD - CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS - UNLESS OTHERWISE NOTED. WHETHER DEPICTED OR SPECIFIED IN THE*CONSTRUCTION DOCUMENTS OR NOT. - .. FRAMING PLANS ARE CONCEPTUAL. 'IT IS THE RESPONSIBILITY OF THE CONTRACTOR - _ - SHEET TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL - LOADS AND IS IN COMPLIANCE WOH THE MASSACHUSETTS STATE BUILDING CODE. •O - j ANY DESCREPANCIES'IN AND/OR DEVIATIONS FROM THESE DOCS:NOT BROUGHT TO E t j THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF.THE CONTRACTOR. - TOTAL NUMBER OF SHEETS . _ IN SET: .. THIS.SHEET.INVALID UNLESS ACCOMPANIED BY . - A.COMPLETE SET OF - WORKING DRAWINGS ` ERr so ARCIRMCTS,INC M��� NEW' ld am am-am f"�� *K A ... - (L : - yWW.FRTARCMTECTSCW .3 3 CREATE STEP/RAMP BETWEEN ADDITIONS/ALTERATIONS -' - NEW DECK AND EMSTING - - - TO: IMF Nip _ ALIGN - .. THE .. WI-IEELER NEW DECK TO BE RESIDENCE . .. XIo s 16", .c.. ` ,�FLUSM WITH FLOOR _; - . NEW 4'1 E t C ENTER. � LINING ROOM �^ FXTIS� BATH BATH 395 OLD STRAWBERRY o BEDROOM MLLRD.,C VILLE .. - CONTRACTOR.SHALL FRAME R.O. . - O ALIGN OH WINDOWS EDGES - TO ALIGN W/.CIRCLE TOP EDGES • REP FOR. " .. ADDITION _ ..` X10 A S IV .C.. - Q .. NEw�OAK RING) :IN I� REMODELING .. ULLO ON ..7• 6• IHEA PLANS AR OR TO 8E USED FOR SERbT11NG OR StRUCRDu PT STEPS PLANTER-� PURPosEs uNLEss sT PEO d:9lNED . - 4X1D NAUErt - .. ..TO GRADE 1—AN oRK,w.0 nOTEDn LAYOVER.AD -- G .. AS T SET'OR YMARiMCTgN _ EXISTING s A AND 9 NAR K.MARKED PERb SET JUST FOR SKYLIGHTS �� .. Op OF THE IDEAS.ARRANMkINTS DESIGNS.AND LIMN -� % / / '�� EXISTING PLANS NORARD THEREON gi'REPRE6ENTE0 BEDROOM THEREBY.ARE ORNED BY AND REMAIN W P ERTY _ w uT¢¢m BY ANY PCRSGOHi+D ��-DSA— A.3 FaRPERµyimd OF'NE My'ml�wncls."cN A.3 .. FLUSH PROJECT �/ 300613 - - _ DATE"ISSUED: .. RA a b I o. ..' ^ - _ __-T-n E_T_� �I_. .. 'REVISIONS: .. _ .. - 6X OR_imENCA D i0 I .PERMIT SET PROPOSED FIRST FLOOR PLAN PROGRESS SET PROPOSED'ROOF'FRAMING PLAN RAMPS.:RS5IA�RNS5DS AND LANDINGS5 SHALL COMPLY N1TH A APPLICABLE - .. PRICING SET . PROVIDE DOUBLE TRIMMERS AND HEADERS AT ALL SITYLIGHT LOCATIONS.TYP. 0YA1E1�11ER OR NOTIHEYEARERSPEGFIEO oIBGT1�HEDs DGRAvnNcss' PROGRESS SET _ ALL MANUFACTURED LUMBER TO BE DESIGNED BY SUPPLIER/MANUFACTURER. SUBMIT SHOP DRAWINGS _ - AND CALCULATION TO ARCHITECT/ENGINEER .. PRIOR TO FABRICATION.. 6'—O I ! .. I ,. NOTES: � ... .. .NEW.. EX SITING .. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT - j -. ALL:FRAMING,BLOCKING, AND STRAPPING DETAILS AND OTHER REQUIREMENTS'ARE IN - REGISTRATION,. .. ACCORDANCE WITH,THE WOOD:FRAMED CONSTRUCTION MANUAL'S.GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS'TOR ONE AND TWO FAMILY DWELLINGS - ' WHETHER DEPICTED OR SPECIFIED IN..THE CONSTRUCTION DOCUMENTS OR NOT. .. _ _ — FRAMING PLANS ARE CONCEPTUAL. IT IS.THE RESPONSIBILITY OF THE CONTRACTOR SCALE: Y D TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL .. SC LOADS AND IS IN'COMPLIANCE WITH THE'MASSACHUSETTS STATE BUILDING CODE., - 0 1 2 A .g f ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO - 'THE ATTENTION OF.THE ARCHITECT,BECOME THE SOLE'RESPONSIBILITY OF THE - '" UNLESS OTHERWISE NOTED. CONTRACTOR. . . .. . ., - . SHEET NO. .. .. .. _ TOTAL NUMBER OF'SHEETS. .IN SET: . . _ THIS.SHEET INVALID - - - _ UNLESS ACCOMPANIED BY A COMPLETE SET OF - .. .. WORKING DRAWINGS NEW EXISTING El . ADJUST PITCH PER . SKYLIGHT LOCATION ,�D ��7.}.�'../���y ��TT NEW VELUX SKYLIGHTS .. (L[��r711 TiV 1 J�uVC . .CONTINUOUS RIDGE VENT ---- — .. . _ _ ww°recTs lWIf�WRL7®[[°►!®IS.BUBDBltS _ NEW ROOF PITCH TO MATCH EXISTING NEW VELUX SKYLIGHT$ :�L .L 20�M PAIN '1 SOM y�M ASPHALT ROOF SHINGLES 1 MASSAD . c. US _ J�—� IX4 DOOR/WINDOW TRIM o CONTRACTOR SHALL FRAME'R.O. -WC SHINGLES TO ALIGNAL W W/CIRCLE DH WTOPDEDGES 2442. 2442 GES1 6X6 PT POST ENCASED ®` 2442 2442' _ _ — � a W/TX TRIM,PTD. 306 " — TRADEMARK RAILING SYSTEM AZEK DECKING u ADDITIONS/ALTERATIONS i eFIRSTLFLODR.___.____ _ 1 n —— ——. —— ————— —————— ———————— — -— MATCFIRH EXSTINT FLOORG . MATCH EXISTING 1 I ' .P.T.'STEPS .. TO: f1 PROPOSED LEFT ELEVATION A I M PROPOSED FRONT ELEV TON CKING TRADEMARK RAILING SYSTEM A2EK DE ALL TRIM DETAILS.ROOFING, AND SIDING SHALL MATCH EXISTING - ALL TRIM DETAILS, ROOFING, AND SIDING SHALL MATCH EXISTING Tom. ALL NEW WINDOWS SHALL BE ANDERSEN UNLESS OTHERWISE NOTED _ ALL NEW WINDOWS SHALL BE ANDERSEN UNLESS OTHERWISE NOTED WHEELER RESIDENCE. EXISTING NEW 395 OLD STRAWBERRY HILL RD.,CENTERVU-LE _ ADJUST.PITCH PER ,. .. .., :. ... -LOCATION _ PREPARED FOR. .. .SKYLIGHT .. CONTINUOUS RIDGE VENT - PARE ' FERLJL;LO REMODELING . - - NEW.VELUX SKYLIGHTS . - THE4'mB ARE NOT 70 BE OSED . ASPHALT ROOF SHINGLES - � � - - - .. FOR-PERmTnNc oR carst&-N - . - - PNRPos6s uNLEss AL AR x9XXE'D AN diIGINAL ARCHNECTS STAMP AND 9GNARIRE YARNm AS sExYIT SET•'as•cOr MUCBW 6Er'. :.. WC SHINGE TRIM m 1X4 DOOR/WINDOW a 0 5 xOt]ERT AR°IDELTS,WC.THE DRAWNG6 AND - — - - PLAN--1NE REPOF 7HE IDEAS.ARRANGEMEMTS PREs�ENTEO . _ .. - .. IX TRIM.PTD. kFWGl,. 6%6 PT.POST ENCASED _ �_ TNEREev,-ARE ow+m BY uN THE PROPDRTr W/. OF ERT ARCIY ANY We .PART nIDiEOF$HNC BE UTMY R ANY PERS°A F1RY.OR CORF`IXVAnON DR TH MC : . . _ .. TRADEMARK-RAILING SYSTEM I 1 _F PPERµN—ON OF TNE FIRMX�PT ER TT AR�EtltI1 M.WG N - :. EK'DECKING FIRST FLOOR _ - ER —_—._—.——__— ——_—__—_——— _ —.—_.——_——__ —_——__——_—._———_—._— _-_- .. .MATCH.EXISTING . DATE ISSUED: "MATCH EXISTING —— - - _ _f1 PROPOSED-REAR ELEVATION - ExSnNc DECK NOT SHOWN PROPOSED RIGHT ELEVATION REVISIONS: .. ,ALL TRIM'DETAILS.ROOFING,AND SIDING SHALL MATCH EXISTING - ALL.TRIM DETAILS. ROOFING, AND SIDING SHALL MATCH'EXISTING - ALL NEW:WINDOWS SHALL BE,ANDERSEN UNLESS OTHERWISE NOTED. - ALL NEW WINDOWS'.SHALL BE.ANDERSEN UNLESS OTHERWISE NOTED _I .. .. MAHOGANY TOP'RAIL PER _ .: .. 4X{MAHOGANY POSTS _ .. 4X POSTS. - 1 MAHOGANY HANDRAIL NY PO B 4 MAHOGANYEMIN lX3 M HANDRAIL PER - (BY OTHERS) .(BY OTHERS) � Y P 1%4 MAHOGANY DECKING %3 YA 2X8 PT FRAME°16'.O.C. - 5/4 X 5/a MAHOGANY BALLUSTERS - r PERMIT SET OS TE 11 INIERMEDBY OIHERSrER AAe - .. PROGRESS SET - . .. 4'-0'. x°2X0 PT HEADERS INTERMEDIATE RAIL PER AAB .. .. PRICING SET . - POST BASE (BY.OTHERS) _ I. .. .. .. - .. ... PROGRESS SET . 10'DIAM SONO-TUBES .. x PT FRA 9'16' C. CROSS BLOCH Pp575'W/ 1X4 MAHOGANY DECKING " x%8 PT h RYBERLOK .. " 202XB PT HEAORS_ 6 P"s�BiacE�Aw°stc 'as T"xO TYPICAL RAIL/POST/BALLUSTER DETAIL - - . Y �w INWu�2 EACH SIDE SCALE:'I/x'el-0' 4oAWBOLtioj OFYFOOI"PIIERAGE ADEMAYMERE YAHOGANYII MINDI BEETE�BTTUTED ... . S .. .. BES .. ' 10'DIAY SONG-TUBES ., ' TYPICAL HEADER/JOIST DETAIL .. .. REGISTRATION . _ 0 .. .' SCALE: 1/2'-1'-- .. .. 1 SECTION - .. SCALE: 1/4'-1'-0' TYPICAL RAILING SECT N .. _ .. �-- - .. _ o I - .SCALE 1/x'-i'-0' - HANDRAIL PER ABB MAHOGANY TOP RAIL .. .. . 0 1 x' 4 .. BY O7HER5 B 1%3 YAHOGAN "UNLESS OTHERWISE NOTED. ' MAHOGANY TOP RAIL - - _ 5/4 X 5/a MAHOGANY BALLUSTERS SHEET NO. i HANDRAIL"PER AAB (BY OTHERS) MTERMEDIAIE RAIL PER AAB .. v (BY OTHERS) /� •^ 4.. IX3 MAHOGANY .. - L�(•�l L . .. .. '1X3 MAHOGANY IX4 MAHOGANY DECKING TOTAL NUMBER OF'SHEETS INTERMEDIATE RAIL PER AAB - . - (BY OTHERS) .1 1 mum 2%e PT FRAME IN SET: 5/4 X 5/4 MAHOGANY BALLLISTFRS . lx3 MAHOGANY TYPICAL RAILING ELEVATION 1x4 YAXOGANY DECKMG - ' ' RAMPS.RAILING$AND LANDINGS SHALL COM'`Y WTN ALL APPucABLE - THIS SHEET INVALID 2%BPT FRAME - .'PRONSIONS OF THE ARCNIIECNRAL AGCE55 BOARD REGARDLESS TYPICAL RAILING ELEVATION.W/1:12 SLOPE ,of rmETH a-OR NOT THEY ARE SPEp WED ON THESE DRAWINGS UNLESS ACCOMPANIED BY SCALE: 1/2--r-0 _ - . . .. - A COMPLETE SET OF . ' WORKING:DRAWINGS 1X TRIM.PTD. -. .. .ASPHALT ROOF SHINGLES T( .. 1X TRIM,�PTD: � � �� _ '� - `15�FELT PAPER ` � � .(PITCHES VARY) - .. ASPHALT RIDGE CAP 5/8"CDX PLYWOOD --Y , 12 - - 2x10 RAFTERSARCIRTECTS_ -�� X%� . ROLL VENT - ...'SIMPSON HIS s INC RAFTER.TIE®16"OC. .,RIDGE BOARD SIDING — .yam - (SEE ELVS.) '. (STRUCTURAL SIZES - M. 'MAY VARY) jam/ "TYVEK"HOUSEWRAP iOTM YANIOM •9 1X FASCIA,.PTD., ASPHALT.ROOF SHINGLES 1%FASCIA % - 1/2"COX PLYWOOD ' UTTER ALUM. \ _ 15p FELT' "�` 2X6 @1 16 O.C.PAPER o 5/8"CDX PLYWOOD 1X SOFFIT R-21 FBGLS INSUL. - �".y �� - • 1XSOFFlT,PTD- 'RAFTER VENT W/VENT �� 2 MIL POLY VAPOR BARRIER - 1X70-FRIEZE BRD. -,c ) .. _I 1 STRAPPING 0, D.C. - GYP.BOARD /•�1/2 BOA I 4X CORNER BROS.. ! - 1/2"GIMP. BOARD CEILING A - . - 2x10.RAFTERS :. , �:.�� - - ADDITIONS/ALTERATIONS .. WALL'NOTES W.C.SHINGLES � - .. R=30 FBGLS.'INSULATION .. .. - - ALL'NEW TRIM TO MATCH EXISTING. " - { - - .. _ - - _ - - 1 BE , TYPICAL.EAVE RIDGE VENT DETALI. TYPICAL SAVE FRAMING 1 ��p �J*�[ �T VMEELER PITCHES MAY VARY/MATCH.EXISTING O scu 1-,n'-I.-Ir. _ .. O TYPICAL PICAL EXTERIOR.WALL DETAIL P i SCALE 1-1/1'-1,_0_ • PITCHES MAY VARY/MATCH EXISTING - iW SIDENCE 395 OLD.STRAWBERRY ( HILL RD.,CENTERVILLE ALL NOTES - - TYPICAL WALL '- PREPARED FOR: . FBRI7LL0 REMODELING - - - -- _. _ TJ RIM JOIST '! THESE PLANS ARE NOT SO a USED - - ALL•MANUFACTURED'LUMBER TO BE DESIGNED B7 .FIBE SS INSULATION .SUPPLIER/MANUFACTURER. SUBMIT SHOP DRAWINGS : w 5,xO1N n 'E SIGNED a .AND CALCULATION TO'ARCHITECT NGINEER i R 30 RGLA DBL 2X6-P.T. SILL W SILL SEALER As-PERurt sEr•Da"cansTaucnON str. PRIOR TO FABRICATION .. / -. - - - NOTES: .. ]013 ERT ARCNIIECTS INC.1NC m—NES AND - IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT - - pE�Ans omc.h0 TMEacai+uR�REDESONS AND ALL FRAMING,BLOCKING, AND STRAPPING DETAILS AND OTHER.REQUIREMENTS ARE IN - - 'T1EREer.ARE oNNm'aY.,wO REuuN n1E PROPERtt - :. - ACCORDANCE WITH.THE WOOD FRAMED'CONSTRUCTION MANUAL CUIDE TO WOOD - -'-` - a MT A TEC .INC.NO P T 1NEREOE sNN.t '., .': - CONSTRUCTION IN.HIGH WIND AREAS FOR ONE TWO FAMILY DWELLINGS - _ 6E unuzc0 BY ANr PEasox,-nau,oa-cortPORAnON EX. EX. WHETHER DEPICTED OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR NOT E�PEam DEP�NEE CEP CRT �R� Cs"a»`E u FEK XISTING BATH BATH �, FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY.OF THE CONTRACTOR j z 5 B DIAM.12`.GALV. ANCHOR 4 PROJECT 300613 111.111i1`t TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION'ADDRESS ALL - O" LOADS AND IS INCOMPLIANCE-WITH-THE-MASSACHUSETTS STATE.BUILDING CODE. BOLT A•-0"O.C., I EXISTING - - - - ,DATE ISSUED: '.BMRI VM - DAMPROOFING - .-, -'ANY DESCREPANCIES IN.AND/OR-DEVIATIONS FROM DOGS:NOT.BROUGHT TO - THE ATTENTION OF THE ARCHITECT,BECOME THE SOLE RESPONSIBIUTY OF THE " - - CONTRACTOR... REVISIONS. TYPICAL E-.SILL DETAIL SCALE 1-1/2 ,'-0' . .. _ .. _ PROVIDE RIDGE STRAPS®EVERY RAFTER - A5 - .- . PERMIT.SET EXISTING a LIVING _ - 12 Oci •?,f BLOCK FIRST 2 BAYS - - PROGRESS SET_. ®a-o MAX, PROGRESS SET `6 D - 10® DO NOT BACKFILL'WALL _ . 'EXISTING .. . C.F c .4 -'UNTIL CONCRETE HAS "O.0 X,TIP. - ^^ - , .f� ATTAINEDBH DAY STRENGTH BEDROOM A.4 AN 0 TOP&BOTTOM = R GR ET -..`.� F WALL ARE'PR Y- . .+ _ PROVIDE PLATE UPLIFT STRAPS' -SECURED. ( w� HEADERUPLIFT STRAPS - -�. %� AROUND NEW WINDOW OPENINGS 8"-POURED CONC. WALL 6"COMPACTED FILL -NEW - LIVING ROOM' I AS REQUIRED,TIP. -.6 MIL POLY _ 1 (, .VAPOR BARRIER �o ALL NEW WALLS SHALL BESHEATHED 1 _u /4'X8'SHEETS-OF 1/2"PLYWOOD J W/TED VERTICALLY PER TABLES 10 &it OF THE WFCM 'CRYDAMPROOFlNG - .:" FIRST_FLOOR ___—_.__ - .. - :FIRST FLOOR FOOTING Top OF _ --II N eAUGN NEW W/EXISTING ;` of __._——__.___——— WW� ;.:GONG S1A�i 9.5_1-J0151S_®_.16_O C._'_ ALIGN NEW W/.E%(STING IF , •� .. _ ..`� 2%4 KEYWAY I — ATIO'- -REGISTR EXISTING FIRST FLOOR PLAN NEW CRAWL SPACE BLOCK o'cSMAx BAYS -1 I� - . ., RE _ I 4 SCALE: 1/4-l' U' ® dl II .. CONTRACTOR SHALL MAINTAIN 48' '3® 5 BARS CONT ! I II C7 II U! I"'1,�-1-1(i &. _ o t 2 g.' MUM FOOTING CO - FOOTING COVERAGE MINI TING COVERAGE '; II I� + II _ UNLESS OTHERWISE NOTED. MAINTAIN MIN. OF 48 �� F � SHEET NO .. .. _ _ .. ., FOOTING BE BEAR ON . . .. UNDISTURBED SOIL ,_.•_ _ .. __ .. _ -�_ - � - - r � �'71t L•,� � ELEVATION,TBD - � - �'.- �Il� UL - A•3 .. .. TO SHEETS TOTAL NUMBER.OF'. nl SECTION (cry NEW LIVING ROOM IN.SET: 1 TYPICAL FOUNDATION DETAIL - - - THIS SHEET INVALID "UNLESS ACCOMPANIED BY - A COMPLETE SET Of WORKING DRAWINGS - TABLE 2 GENERAL NANNG SCHEDULE ' _ 7 J' 1 - � -- I-•� + 1 - � � Timber5trantl LSL RIMBOARD �JOINTEDESCRIPTIION Ltrl HH i ( n N - NUMBER fOF (NUMBER OF [ R ROOF.PFRAMING ;.'f ii:.. 'i, .. BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-1OD EACH END For icf p-itlon on lateral INCRIM BOARD TO RAFTER(END-NAILED) 2-16D" 3-16D EACH END .. coca punt- refer to ARCHITECTS N otor ImberS[rond LSL m b d literot- .WALL FRAMING .. .: .. - ERNTRIORIffi90Y»IBR , ._ -.. .. wRaBTeets stmnmes TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D .5-16D AT JOINTS - 09WS PAIN - STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. - HEADER TO HEADER(FACE-NAILED) 16D 16D 16"D.C. ALONG EDGES Y � I"H FLOOR'+.FRAMING .:! ''.):. :.: be use, as nm boom y glad � 4 / 13/4" rollom LVL m . JOIST TO SILL, TOP PLATE OR.GIRDER(TOE-NAILED) 4-80 4-10D PER JOIST _- - t.�''�� BLOCKING TO JOIST(70E-NAILED) 2-8D 2-10D EACH END .. TYPICAL DETAIL ®EXTERIOR WALLS _ - BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-76D EACH BLOCK ' LEDGER STRIP TO BEAM OR GIRDER (FACE-NAILED) 3-16D 4-76D -EACH JOIST - .. 'JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-80 '3-10D PER JOIST Backer block: .Install tight to top flange (tight ,1W r BAND JOIST TO JOIST(END-NAILED) 3-16D 4-76D PER JOIST ( to bottom flange with face mount ho,gers). Attooh BAND JOIST TO SILL OR TOP PLATE-(TOE-NAILED) 2-16D 3-16D PER FOOT with 10 10, (3') box ls, olTnehed hen possible. WWw.DRrARnnTEcrstau ROOF'.SHE'A.THING .. WOOD STRUCTURAL PANELS .. .. - RAFTERS OR TRUSSES SPACED UP TO 16'O.C. 8D 10D .6"EDGE./6" FIELD H - RAFTERS OR TRUSSES SPACED OVER 16"O.C. 8D 10D - 4"EDGE,/4' FIELD YY ADDITIONS/ALTERATIONS GABLE ENDWALL RAKE OR RAKE TRUSS:W/0 GABLE OVERHANG 8D 10D 6"EDGE /6"'FIELD - a - . . GABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS SO DO 6"EDGE/6-.FIELD '- GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS -8D 10D '4"EDGE/4" FIELD - - TO: III CEIUNG;'SHEATHING- ,... - GYPSUM WALLBOARD 5D COOLERS 7".EDGE.,/10" FIELD Filler block: Nail with 10-10d (3") be. nails. elinehed when Possible. WALL.SHEATHING ,. - Use 10-16d (3 1/2") box nails from THE each side with TJI Pro 550 joists. RA PANELS • Wlth fa flon a han ers bock,, - WOOD STRUCTURAL EL P 9 9 LE S '11]D 6"EDGE' 12" FIELD - " - lolad a ceeastl 250 wands honger . WHEELER -SNDS'SPACED UP 70 24"O.C. D� / PP x RESIDENCE. AN 8D' 3'EDGE 6" FIELD - 'FIBERBOARD P ELS T 2'AND 25 32 - / I- ' L INTERSECTION OF 1/2"GYPSUM WALLBOARD SO COOLERS '- -' 7" TIP CAL.DETAI EDGE/70" FIELD - - - DOUBLE MEMBERS :FLOOR-SHEATHING,.:: M icrollam LVL. Porailom P SL :.... WOOD STRUCTURAL PANELS - _ o, n LSL 395 OLD STRAWBERRY mberst,and HILL E STRAWBERRY ' ' . I'OR'LE55. - .. .. 'SO I.D- 6"EDGE/12"FIELD .. .. - - RD.,C NTE LE' GREATER THAN 1' 10D 160 6'EDGE/6" FIELD - _. - Opp 11-9e ": 'CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16'GAGE-STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REOUIREMENTS. - - honger FF.- m oant PREPARED FOR: T .NAILS- UNLESS OTHERWISE.STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES BOX AND PNEUMATIC(JAILS OF EQUIVALENT - - - RULLO .. DIAMETER AND EOUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. FE ; . REMODELING TABLE TAKEN FROM::AMERICAN FOREST&PAPER ASSOCIATION AMERICAN'WOOD COUNCIL, 110; TABLE'S. WALL CONNECTIONS-FOR ENDWALL ASSEMBLIES GUIDE Tn Wn00 CONSTRUCTION IN HIGH WAND AREAS, 110 MPH EXPOSURE B WIND ZONE, - TABLE 2. GENERAL'NAIUNG SCHEDULE _ �MALL%HEIGHT.(FT) THESE Pv.Ns ARE NOT To RE USED . UPLIFT. 8 10 1 12 TUD SPACING - 16 - -S T. b .. stiffeners are required PURPossutnEss sTAUPEs&saEs (LB.) PLATE-TO-STUD..-NO::OF:A6D''.COAMON NAILS.-�:(ENDNAILED): - - - - - 1i the sides of the hona,r do WIH AN OnmNU AROR1Ens - not laterally support the TJI STAMP ANO..Ar &MARKED - - .. Al'PERWT SET OR SDN5IRUCTION ' - 12 O.0 127 2 2 2 2 2 2 '2 � � - Dist to 'flora a and er current ..EFFICIENT DETAILS i i .g li NTI ENERGY. E 7 DE L I 2 9 RESIDENTIAL E ECC 00 O:C 169 2 2 2 :2 2 2 2 Trus Joist MacMillan literature - CLIMATE ZONE'SA (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION) , � � '. - � © '- - .. '24"O.0 253 2 2 '2. .3 3 3 - 4 2ou ERT ARORITECTs,.wc THE IwAWNGs AND TABLE 402.1.1 .MINIMUM'PRESCRIPTIVE INSULATION &'FENESTRATION�REQUIREMENTS TYPICAL DETAIL OF FLUSH'FRAME, - Au-oF THE IDEAS,AR-MENTS,oEscNE,..ws ' FENESTRATION SKYLIGHT CEIJNG.WOOD FRAYED:WALL BOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL -- AT'MICROLLAM PLNNS.wIXGATEO RETSW oR REPRESENTED .. U-FACTOR U-FACTOR R-VALUE R-VALUE 'O_ZUE R-VALUE R-VALUE R-VALUE • TABLE TAKEN FROM- AMERICAN FOREST&PAPER.ASSOCIATION -1.ARE-By AND REuuH THE PROPERTY - R N'WCOUNCIL, 11 _ _'.AME ICA WOOD 0 -oF ERT uRbRTECTs we No PART THEREOF STALL . . - AN ax FIRM.OR OORPORAT BE URlREO BY Y F£R9 035 0.60 38 20 10' 10/13 10(1 FT.'DEEP) 10/13 - GUIDE H WOOD CONSTRUCTION IN HIGH.WIND'AREAS, - FOR u+r PURPOSL EXCEPT W1H SI•EORC'wR11TEN _ 770 MPH EXPOSURE S WIND ZONE, - be.,! t k 11 " PERMI-ON of NNE..ERT ARwI1ECT%we Load bearing or he', bo e .TABLE S. WALL CONNECTIONS FOR ENDWALL'ASSEMBLIES (must sac ver Delow) , - NOTES .. . _ 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. - - T# 3 -PROJECT 00613 Blocking Panel 2 10 13'MEANS R=19 CONTINUOUS'INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR' - THE HOME OR R-13CAVITY INSULATION.AT THE INTERIOR OF THE BASEMENT WALL DATE ISSUED: 3.REFER TO IECC 2009 CHAPTER 4 FORALL"INSULATION&ENERGY REQUIREMENTS - _ TABLE 6. TOP PLATE SPLICE 4.EXISTING EXTERIOR WALLS TO BE INSULATED PER.101.4.3 - BUILDING :C':DIMENSION'OF:MALL: ONTAINING'"TOP:PLATE:SPLICE'(F7:) _ REVISIONS: SPLICE LENGTH 12 1 16 1 20' 24 28 1 32 1 36 1 40 1 50 160 1 70.. 80 .- . - (FT.) NUMBER:;dF.:'.16DrCOMMON,NAILS-PER;EACHkSIDE OFsSPUCE .. TABLE 9. WALL OPENINGS-'HEADERS IN LOADBEARING'WALLS&NON-LOADBEARING WALLS 2 4 6 B 8 NP' NP NP NP NP NP NP NP _ - - 4 4 6. .7' 8' 10 12 14 16 NP '.NP NP NP .. - - web.stiffeners d require REQUIREMENTS AT EACH':•END OF,HEADER - each side a1 BI W MINIMUM'HEADER .6 a '.6 7 8-10 12 14.16 20 24 NP. No HEADER SPAN(FT.) SIZE NUMBERLOF UPLIFT(LB.)LATERAL(L8.) 8 46 7. .8 10 72 14 16 120.124 28 32 TYPICAL DETAIL'®LOAD - j FULL-HEIGHT STUDS - .. .. .NP= NOT PERMITTED .. - BEARING WALLS F:HEADERS:1N::'EOADBEARING'=WA@LS "' - - •TABLE TAKEN FROM:. AMERICAN FOREST&'PAPER ASSOCIATION � � -. � � � � - � PERMIT SET 2 '2-2%4 1 277 -132, .AMERICAN WOOD COUNCIL, 110 .. �. - TYPICAL'LVL/GLULAM BOLTING/NAILING PROGRESS SET GUIDE TO WOOD CONSTRUCTION.IN HIGH WIND AREAS, 3 2-2%4 '2 416' 198 110 MPH EXPOSURE B'WIND ZONE. `` -PRICING SET '1 PROGRESS SET MULTI 1 3/4'BEAMS 4 2-2X4 2 $54 ..264 � TABLE 6:TOP PLATE'SPLICE � � - I'. 5 2-2%4 3 693' 330 6 2-2X6 '3 831 396 7 2-2X8 3 :970. 462 FRAMING NOTES: - 2 Pecs -D-4' 2 RDWs O sD NAss a Ir nc . 1: ALL FRAMING LUMBER SHALL BE HEM-FIR GRADE NO.2 OR S.P.F.(SPRUCE-PINE-FIR)-GRADE NO.1.AND - 8 2-2X12 3 '1;108 528 .. TYPICAL NOTES: OR APPROVED EQUAL(UNLESS OTHERWISE SPECIFIED)AND SHALL MEET 7HE.REOUIREMENTS OF THE - 9 3-2%t0' 3 1,247 594 AMERICAN FOREST AND PAPER..ASSOCIATION. THE MINIMUM'ALLOWABLE BENDING STRESS(Fb)SHALL THE ARCHITECT SHALL'NOT BE RESPONSBLE FOR THE VERIFICATION OF - 3' BE 1050 P.S.L THE MINIMUM ALLOWABLE COMPRESSION STRESS Fc SHALL BE 400 P.S.I. MINIMUM THE CONDITION OF ANY EXISTING STRUCTURE,EQUIPMENT OR 10 3-2X12 4 .1.385 660 ( ) _ APPUANCE AS PART OF BASIC SERVICES UNLESS IT•IS PART OF ALLOWABLE MODULUS OF ELASTICITY,(E)SHAL BE 1.400.000 P.SL ARCHITECTS SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS 2- MADE ONLY BY VISUAL OBSERVATKIN.IF THE ARCHITECTS DOCUMENTS - - 11 4-2X70 4 1,$2a 726 .2'ALL LVL'$"TO BE BOISE CASCADE ORLEVEL WEYERHAU$ER:VERSA{AM.3100FB OR APPROVED EQUAL .REQUIRE CHANGES DUE TO coNOnONS NOT VISUALLY OBSERVABLE - _ - . - •.. 1.- THE TIME OF PREPARATION OF THFSE DOCUMENTS.THE SERVCES .. .. HEADERS...IN NON-LOAOBEARtNGs.WALLS:AND:;WINDOW`SILL:IP.LATES . THE MINIMUM ALLOWABLE BENDING STRESS(Fb)SHALL BE.3100 P.S.I.ALL LVL POSTS TO BE VERSALAM WILL BE ADDIIII SERMCES: j I ... 1.7 265D FBA..1.BE PARALLAM PSL OR APPROVED'EQUALELS'TALL LVL'S IN ACCORDANCE'WTH THE 3 Pis :%RN,Ws OF I/'-UWI IIa1s a I'-ac• . 2 1-2X4(FLAT) 1 60 132 ., MANUFACTURER'S INSTRUCTIONS. - STRUCTURAL ENGINEER OR ARCHITECT SHAUL PERFORM FRAMING INSPECTION'S REGISTRATION WHEN FRAMING IS COMPLETE AND PRIOR TO ENMOSURE.BY INTERIOR 3 1-2X4(FLAT). 2 90 .198 WALL PLASTER BOARD/FINISH. r 3. USE'TONGUE.AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING,5/8•EXTERIOR r '+ 4 1-2X4(FLAT) 2 '120 264 - STRUCTURAL GRADE FIR(C.D.X.)PLYWOOD ROOF SHEATHING AND EXTERIOR STRUCTURAL GRADE CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL .. FIR C.D.X. AT WALLS ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION ( ) AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE., W2- '$ 1-2X4(FLAT) _3 ISO 396 NECESSARY TO INSURE'SUCH PROTECTION. SCALE: 1/4'-1'-0'4. PROVIDE SOLID BLOCKING BETSIEEN FLOOR JOISTS AND/OR.DOUBIE ALL JOISTS UNDER EACH 6 1-2%6(FLAT) 3 180 396 CONTRACTOR SHALL SITE INSPECT All E%ISTWG VS D NOSED PARTITION. � 'CONDITIONSPRIORTOAND DURINC'CONSTRUCTIpN AND NOTIFY ARCHTECT 7 1-2X6(FLAT) 3 216 462 5. USE FULLY NAILED METAL CONNECTORS(TECO,SIMPSON,OR EQUAL).JOIST,OR BEAM'HANGERS WHEN OF ANY DESCREPANCIESAND/OR CHANGES THAT MAYBE ENCOUNTERED. .Rear _ 2 RIm o 1/1'DIAN RUTS e'II- 0 , 2 48 1-2X6(FLAT) "3 240 528 .DISTS OR BEAMS FRAME INTO 07HER JOISTS OR BEAMS.PROVIDE.METALPOSTCAPSANDBASESFOR , CONTRACTOR'SHALL CONSTRUCT AND MAINTAIN TEMPO�RARv� ALLs/SHORING ETC.TO MAINTMN ROTECT EMS71NG HOUSE AND STRUC AL UNLESS OTHERWISE NOTED.9 2-2X6'(FLAT) 3 270 594 ALLPOSTS _ INTEGRITY OF EXISTINC'HOUSE. 2,. 6:.FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVI.MINIMUM POST SUPPORTS FOR DOUBLES AND CONTRACTOR SHALL SITE INSPECT IFY ALL EXISTING VS.PROPOSED 10 2-2X6.(FLAT) 4 300 660 SHEET NO. E' SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS.OR HEADERS'OR ASMUSE SPECIFIED 1 CONDITIONS PRIOR ro.AND QURIN CDNSTRMCMON AND MAKE ADJUSTMENTS -. AS NECESSARY TOENSURE COMPLIANCE MATH DESIGN PARAMETERS AS • Y� 11 2-2X6'(FLA7) 4 330 726 •ON THE PLAN. J WORN PROGRESSES - MULTI 3 1/2"BEAMS 12 2-2X6 (FLAT) 5 360 792 7 ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING'WOOD'FRAMING MEMBERS USING HATCHED AREAS INDICATE EXISTING NxwOrnoNs. . 1 AMERICAN PLYWOOD ASSOCIATION(A.P.A.)GLUED FLOOR SYSTEM.MOOD GLUE TO BE CONTECH.INC. :' DASHED ONES INDICATED EXISTING cDNdnolJs To BE REMOVED/ALTERED. FOR NON-LOADING BEARING WALLS AND WINDOW SILL PLATES, -) 2-2%4(FLAT)CAN BE SUBSTITUTED.FOR 7-2X6 FLAT PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED EQUAL. .As USED IN THESE DOCUMENTS,'PROVIDE"MEANS FURNISH AND INSTALL" (FLAT) - TOTAL NUMBER OF SHEETS WHERE AN ITEM'IS REFERRED TO INSINGULAR NUMBER IN THE CONTRACT ]PIECES 2 N 2 Ras V 1/2.D,A,I IKR1R o 12'ac .. TABLE TAKEN FROM--AMERICAN FOREST&PAPER.ASSOCIATION B. BIALT-UP BEAMS(3 PLY MAXIMUM)USING.CONVENTIONAL FRAYING LUMBER SHALL BE FULLY SPIKED DOCUMENTS PROVIDE AS MANY S ITEMS AS ARE NECESSARY TO COMPLETE IN SET: AMERICAN WOOD COUNCIL, 110 TOGETHER*WITH 24M NABS AT 12"O.C.LVL BEAMS(4 PLY MAXIMUM)TO BE THRU BOLTED WITH 1/7 - 7NE w01RK. UCH GUIDE TO WOOD CONSTRUCTION IN HIGH WINDAREAS, INCH DIAMETER THRU-BOLTS OR EQUIVALENT'POWER.SCREWS'STAGGERED'TOP AND BOTTOM AT 16 DRAWINGS.AND SPEGIFlc4TIIXi5 SHALL BE TA12ENTOGETIER:PROVIDE WORN - 2- 110 MPH EXPOSURE'B WIND ZONE, O.C.OR AS OTHERWSE REWIRED BY.THE MANUFACTURER. _ SPECIFIED AND.NO7'SHOWN AND WORK SHOWN AND NOT SPECIFIED AS THOUGH REQUIRED EXPRESSLY,BY BOTH.ALTHOUGH SUCH•WORK IS•NOT SPECIFICALLY THIS SHEET INVALID TABLE.9.WALL OPENINGS- HEADERS IN LOADBEARING WALLS& SHOWN OR SPECIFIED,PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS, - _ NON-LOADINGBEARING WALLS E. ALL MANUFACTURERED FLOOR'I-JOISTS TO BE DESIGNED'BYr THE SUPPLIER/MANUFACTURER.SUBMIT Y SourUND SEgURES AND COMSP�i£TL iNSTw.�i�aN.EN7AL TO OR NECESSARY FOR UNLESS ACCOMPANIED BY SHOP DRAWINGS AND CALCULATIONS.70.THE ENGINEER-PRIOR TO FABRICATION. y - A COMPLETE:SET OF WORKING DRAWINGS