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HomeMy WebLinkAbout0020 SEA STREET - Health 20 Spa Street Cotuit A 033 M7 f j� 1 i� - • TOWN OF BARNSTABLE LOCATION s77- SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL 033-0 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /6'6510 L-: L LEACHING FACILITY-(type) (size) 4,NO.OF!BEDROOMS OWNER _3C��Scy PERMIT DATE: S�-�1=03 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 9 1 � a ° J3 TOWN OF BARNSTABLE 1 LOCATION SEWAGE # �C�43 2 3 2 VILLAGE Ct�'�L�1 7 ASSESSOR'S MAP & LOT 3 7 INSTALLER'S NAME&PHONE NO. R� .fleolplcq u.cx SEPTIC TANK CAPACITY LEACHING FACU-=: (type) ��i o rs (size) s X 6S S N0. OF BEDROOMS nn-- B UILDER OR OW1 R l SS PERMITDATE: 2 COMPL DATE: l L c)3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I �. ZZS� ,� S" Y b s"D s Certified Mail#7006 0810 0000 3524 8790 �o4zH Tpw� Town of Barnstable Regulatory Services t it + BARNSTABLE. ' 9 'AS.. Thomas F. Geiler,Director �p 1639. �m ' prf°'"A�A' Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 9, 2007 Sarah Bessey 1320 York Avenue Apt. 32H New York,NY 10021 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II — MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170. The property owned by you located at 20 Sea Street Cotuit, was inspected on March 8, 2007 by Meredith Morgan, Health Inspector for the Town of Barnstable. This inspection was conducted on the basis of the rental registration in accordance with Chapter 170 of the Town of Barnstable Code. p, The following violations of the State Sanitary Code were observed': 105.CMR 410.190—Hot Water. Running water not available at time of inspection. 105 CMR 410.351 — Owner's Installation and Maintenance Responsibilities. Hallway light fixture missing cover. You are directed to correct the violations listed above within thirty (30) days of your receipt of this notice by providing cover for light fixture in hallway; by providing running water, with the hot water reaching a minimum of 110°F and not exceeding 130°F. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Q:\Order letters\Housing violations\Rental ordinance\20 Sea Street.doc L Non-compliance will result in a fine of $100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. Should you have any questions regarding the above violations, please contact the Town Health Division and ask to speak with the inspector who performed the inspection. PER ORDER OF E BOARD OF HEALTH Thomas A. McKean R.S. CHO Director of Public Health Town of Barnstable Cc: David Hendrick Cc: Meredith Morgan, Health Inspector Q:\Order letters\Housing violations\Rental ordinance\20 Sea Street.doc Certified Mail#0000 0000 0000 0000 0000 An v . Town of Barnstable x s�*vsx�az,� Regulatory Services Thomas F. Geiler, Director Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 date 13ap V�I� 32>� d es city,state,zip NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000 STATE SANITARY CODE II— 1VIINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170. The property owned by you located at was inspected on /$/^ 4by_ ' I M, I (Address) �J M , Health Inspector for the Town of Barns(date) (Inspector's name)table, (Reason for inspection) The following violation(s) of the State Sanitary Code were observed: ; State code violation number-violation des tion 105 CMR 410. Y I' :Gfj Q� 105 CMR 410. _ M V 105 CM-9 410. 105 CMR 410. Q:\Order letters\Housing violations\Rental ordinance\template.doc I 105 CMR 410. The following violation(s) of the Town of Barnstable Code were observed: (Town code violation number-violation description) ' §170 - §170-_- You are directed to correct the violations listed above within days.. of your receipt of this notice by j (written (# I M Y � ID You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance will result in a fine of $100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. Should you have any questions regarding the above violations, please contact the Town Health Division and ask to speak with the inspector who performed the inspection. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean,R.S., CHO Director of Public Health Town of Barnstable Cc: ttt (Name,tenant,owner,Fire Dept.,Building Dept....) Cc: MH (Health inspector's name) (Generic codes located at QAOrder letters\Housing violations\Rental Ordinance\GENERIC CODES.DOC) QAOrder letters\Housing violations\Rental ordinance\template.doc l_ FORM30 I+ w HOBBSS WARREN iM THE COMMONWEALTH OF MASSACHUSETTS ._. OARD OF HEALTH 000b � . 4Y/TOWN I1 IV a DEPARTMENT Nk o a2ol ADDRESS od d L �����//yy G,j, &_ fV_i�_ '_Occupa T EPHONE Addres01GP __ _i_—_ t—_ Floor Apartment No.— No.of Occup ts_ No.of Habitable Rooms ,3 No.Sleeping Rooms___No.dwelling or rooming units 'No.Stories Name and address of owner __— Remarks Reg. Vio. YARD Out Bld s.: Fences: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains.- Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Li htin 1/ STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: I iww 'S/ Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom(1). / Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten., Gas,Oil, Elect.: Stacks, Flues,Vents,Safeties: Kitchen Facilities Sink Stove Bathing,Toilet Facil. _ Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR.(See Over) "THIS SRFECTIQN REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALTI J Y. ' T INSPECTOR TITLE � �� DATE TIME A.M. THE NEXT SCHEDULED REINSPECTION I )y P.M. - 3d -". . • ,,,,�_• ; � �I. � x � �' r• r :r '.,1:f. 1c.L1 t "d� r.p .�,;.F. hA; f .. ..tt �k 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises, shall be deemed conditions which may endanger or impair the heaith, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410,251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2) and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0) shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. Parcel Detail Z3 Page 1 of 3 �.-- . �_-.._ CA ' ° �,•,• { -a� Logged In As: Parcel Detail Thursday, Ma Parcel Lookup Parcel Info _ Parcel ID 033-007 Developer LOT A I Lot _ Location 120 SEA STREET u �—N Pri Frontage 193 Sec Road Sec I Frontage village!COTUIT Fire District COTUIT Sewer Acct i Road Index 1449 — �; InteracMae p _ a Owner Info ownerBESSEY, PALMER�Q JR � � � Co-owner Streets 1132 YO ORK AVE#32H I Street2 _ city;NEW YORK � State ANY zip 10021 Country�US Land Info Acres 10.20 -- use;Single Fam MDL-01 Zoning ;RF Nghbd 10116 Topography!Level I Road IPayed Utilities I Public Water,Gas,Septic Location Construction Info Building 1 of I Year i 19 7575 Roof Gable � Ext Wood Shin Built= Struct I /Hip I Wall _ leg Effect'84o�" -" Roof(Asph/F GIs/CmpI AC None I Area Cover i Type style;Ranch Int Knotty Pine Bed 2 BedroomsI Wall Rooms Int Bath Model Residential Floor i Rooms 1 Full I Grade;Average Heat,Hot Air Total Rooms- w , Type!_ Rooms htt ://iss 1/intranet/ ro data/ParcelDetail.as x?ID=2074 3/8/2007 P q P P P Parcel Detail Page 2 of 3 Heat FGas_.. __.._... Found- eat Typical Stories E 1 Stor I Fuel) ation rr Permit History Issue Date Purpose Permit# Amount Insp Date Comments Visit History Date Who Purpose 5/31/2005 12:00:00 AM Paul Talbot Meas/Est 4/3/2000 12:00:00 AM Paul Talbot Meas/Listed Sales History Line Sale Date Owner Book/Page Sale P 1 2/15/1995 BESSEY, PALMER Q JR 9553/218 2 12/15/1994 BESSY, MARION A P1439FE1 3 BESSY, MARION A& PALMER Q 674/385 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcf 1 2007 $88,900 $2,500 $0 $664,300 2 2006 $89,900 $2,500 $0 $606,300 3 2005 $86,100 $2,400 $0 $504,800 4 2004 $68,600 $2,400 $0 $504,800 5 2003 $57,800 $2,400 $0 $349,300 6 2002 $57,800 $2,400 $0 $349,300 7 2001 $57,800 $2,400 $0 $349,300 ; 8 2000 $40,100 $2,000 $0 $144,000 9 1999 $40,100 $2,000 $0 $144,000 10 1998 $40,100 $2,000 $0 $144,000 11 1997 $37,300 $0 $0 $144,000 12 1996 $37,300 $0 $0 $144,000 13 1995 $37,300 $0 $0 $144,000 14 1994 $39,700 $0 $0 $121,500 ; 15 1993 $39,700 $0 $0 $121,500 ; http://issgl/Intranet/propdata/ParcelDetall.aspx?ID=2074 3/8/2007 l No. =3 " 2-32 Fee ✓�� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Migool *Vztem Con!Aruction Permit Application for a Permit to Construct( )Repair(X-)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address,o�r,�Lot No. Owner's N e, dress and Tel.No. As ess�s a1GI p/Parcel� ° O JG1 rCl SS-C) Installer's Name,Address,and Tel.No.5 19 33, Designer's Name,Address and Tel.�v o. .k J-Bev`i Icl"GC�, _Lr3 Co ir►S�Y 10 an IC�e. .,cL.-t.W_ C_ool5U I -C:,t11:fS r=QP.G•"Bo�C(Q2� `P•o.•PS D- �oS' re s t3t, - 09 t,44 W1 t O Type of Building: fi e5 i cue-✓\CC, dZ� /� Dwelling No.of Bedrooms 4 Lot Size 0 j T .q sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures n Design Flow 410 gallons per day. Calculated daily flow -1-I gallons. Plan Date 02 / O 3 Number of sheets Revision Date Title i Size of Septic Tank 1500 Type of S.A.S. 0 I�' (�rs Description of Soil fte_� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ix Agreement: � . r The undersigned agrees to ensure "construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of ' 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued t is Board of Health. Signed Date O Application Approved by Date . Application Disapprov for the following reasons Permit No. Zc)o� 7-3 2— Date Issued 2� No. /�w3 L3 'f Fee - THE'COMMONWEALTH OF MASSACHUSETTS Enteredin,computer: Yes :. ._."" -.PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 0(ppYication for Migpogal *pgtern Congtruction Permit ' Application for a Permit to Construct( . )Repair( Upgrade( )Abandon( ) 0 Complete System ❑Individual Components iG ., Location Address or Lot No. , L Owner's N e,Address and Tel.No. o7Dt`"`�`"p/P rah` 1SSetJ Assessor's aarcel � J a a ,. . •-0 2 'P05'$^ Installer's Name,Address,and Tel.No. 3 q Designer's Name,Address and Tel.No.5 Co R •7.P:ev'R l ac Co�Str�c ,idY1 ya r)ve. 5tk Gvn,5u l4•-cua�; T.6, ��64 2/10 51 o re s G`L'adLL ortA4 M Type of Building: ��-I 7 Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbag,Grinder( ) Other . Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures n Design Flow 4 +l/n gallons per day. Calculated daily flow ��"1 gallons. Plan Date 02 I - () 3 Number of sheets Revision Date Title S i Size of Septic Tank 150n Type of S.A.S. 4 t, f"rc-t0 Description of Sofl f)e-x ti ( Nature of Repairs or Alterations(Answer when applicable) Date last inspected: /! Agreement: /con The undersi ned a reesto ensure th- struction and maintenance of the afore described on-site sewa a dis osal s stem g g g � g P Y in accordance with the provisions of Ti/e 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by It.is Board of Health. �- Signed / Date Application Approved by _ -� Date 426Z3 Application Disapproved f r the following reasons Permit No. ZaU 3 "-z3 2— Date Issued -S 2 2 3 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 1 at 120 5-ea5+_ tie`Lt,r'f has been constructe p in cordance with the provisions of Title 5 and the for Disposal System Construction Permit No.?M3—2 3 Z dated S �2 66 3 f Installer Designer The issuance of is B rm shall not be construed as a guarantee that the system 1 ti e ' ne - Date • Z © Inspector No. 2— Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair()(_)Upgrade( )Abandon( ) System located at 2.U cea St-, Co and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 pe it Date:_ 51Z 2 Approved by a TOWN OF BARNSTABLE 23 2 I:oc c7 3' LOCATION � SEWAGE # C'7U VILLAGE CO'EU 1 T ASSESSOR'S MAP & LOT ,3 3 7 INSTALLER'S NAME&PHONE NO._ S J7G'�� CQ i icy �iX1. 3-9%7 9 SEPTIC TANk CAPACITY SOS 17 �c(Ur SX 6S s LEACHING FACILITY: (type) 0I r (size) NO.OF BEDROOMS nn-- B UILDER OR OWTER l SS 2 PERMITDATE: Li COMPL DATE: 03 i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet i Furnished by i I C s � 1. z 2' 3 i 4v- 3 / C. 1. "s�� lob Y Z • �_i m h BARNSTABLE w CHOOL ST R S p LOT I A L 9Ar�o��1O� LOCUS s / S�OO SEA �llO'' STREET y0� � / $�A POST LOT 2 LOCUS MAP O' ASSESSORS MAP.- .33, LOT 7 PLAN REF 321184 O 6.9- ZONING.• ..RF"cev �� / Oj I FLOOD ZONE. C.. CESSPOOL 1� /,. r p� COMM. PANEL (TO BE PUMPED # �fl �� 1�1 6 \\ / 250001 0018 D BENCHMARK �� �,,\ l DATED.- 712192 TOP OF FND. 0 c�. �,�G �� �I / SHED ABUTTERS GROUND WATER OVERLAY DISTRICT. "AP" EL=34.0'(ASSUMED) Q ��ao / \ i+33 / GARAGE 19 O CHIM �1/ /l p• LOT A \ 10 PLAN OF LAND � �I `� � + TOTAL g o�\ 0 AREA= 10,429.9 SF r � 1 3 OF LOCATED AT NIP BESSEY, PALMER Q JR RUCE ti� 20 SEA STR ET '~ G. vvv URPHY COTUIT, MA. - No. 749 �'cb s�FcsjE�o PREPARED FOR /TA, A \P SARAH BESSEY o�\ _ o LOT ,,� APR 21, 2003 ���•OF,ygs sq, � A I'. PAUL �. 50 �s MERITHEw m_ YANKEE SURVEY CONSULTANTS �Ir "_., szosa Q y UNIT 1, 40B INDUSTRY ROAD ss��`.a'` P. O. BOX 265 .. MARSTONS MILLS, MASS. 02648 TEL- 428-0055 FAX 420-5553 NOTE. TOPO BASED ON FIELD SURVEY AND G.I.S. INFORMATION SCALE 1" = 20 FEET J,f 53166 PAGE 1 OF 2 EL — 34.0_ TOP OF FV UNDATION r 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC MIN. PITCH 1/8 PER FT. 2"LAYER OF / CONCRETE COVER WA SHED S719NE EL=32EL=33 +� 4" CAST IRON PIPE B" MAX (OR EQUAL] MINIMUM PITCH 1/4 PER FT. rW CLEAN SAND FLOW LINE EL=29.2' Z.V INVERT 1 N 14" • —20'— INVERT �6 SUM LEVEL o 0 0° °000 o° BAFFLE _29 95 ° ° ° 8 INVERT EL.-___ INVERT INVERT o0 0 0 0°o 0 EL.= 30.2 EL.= 29.80 EL.= 29. 70 0 ° ° O ____ c o 0 DISTRIBUTION °(M BE PLACED ON FIRM BASE) oo co00 0 ° d oo coo o °° c° o ° ° o°°o° MArHANICALLY COMPACTED OR B" OF SMNE BOX o °° 0 0° ° 0 ° ° ti o 0 0° °o coo o .00 0 0*°0 0 00 0 —26. 7' EL.- __1500 GALLONS TO BE WATER TESTED 5' X 62' TRENCH FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" STONE 14" STONE UNDER s " 3/4 T O 1-1/2" SOIL ABSORPTION PROFILE 0 F DOUBLE WASHED STONE SYSTEM (SASS "H—20 " SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE (10103/02) ELEV.=2n.V _ NOT TO SCALE NO OBSERVED WATER LOOPS PARKING LOT ELEV.=_d 0' OBSERVATION HOLE I ELEV.__32 5' RESERVE LEACHING CAPACITY . . . 479 CALIDA Y PERCOLATION RATE _�2 MIN. INCH AT �3S"_ INCHES DEPTH ffORIZ TEXTURE COLOR MOTT. OTHER SIDE 5 *52 +17 +5 + 8 +13.5 f 4 +33.5 X 2 X . 74 = 204 GENERAL NOTES 0'-1' A SANDY LOAM IOYR 3-2 1"-2' B LOAMY'SAND IOYR 5-6 BOTTOM 5 X 52 X . 74 = 192 ` • 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 2 ' 12' Cl MED, SAND 10 YR 8-4 PERC 5 X 12 X . 74 = 44 TITLE 5 AND THE TOWN OF -BARN STARLE____ RULES AND 4 X 13.5 X . 74 =39 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NO WATER ENCOUNTERED 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO S O I L TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 10/30/02 SOIL TEST DONE BY BRUCE G. MURPHY, RS. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: DA VE STANTON 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN CA L C ULA TIONS.' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. TOP LOAD P# 10,326 NUMBER OF BEDROOMS . 4 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO BE MORTERED IN PLACE. 10 HIGH CAPACITY INFILTRATORS(H-20) TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 1' STONE SIDES AND 1.5' ON ENDS ( 110__GAD/BR./DAY x 4___ BR.) 440 GAL/DAY DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 14" OF STONE UNDERNEATH REQUIRED SEPTIC TANK CAPACITY 1500 GAL OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 5' X 65.5' 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SOIL CLASSIFICATION . . . . . . . . 1 4� IS TO CALL "DIC- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . • 74 GAL/DA Y/S.F. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CAPACITY (AREA X RATE) 450 GAL/DAY SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. (65.5X 5 X 74)+(65.5 +65.5 + 5 + 5 X. 74X 2) 8) PARCEL IS IN FLOOD ZONE___"C'" . RESERVE LEACHING CAPACITY . . . 479 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP __33 AS PARCEL -7 SHEET 2 of 2 JOB NUMBER__ 53166------- 3� z 3 — - o N - 3 w1a a OF 6 I Wa x U CO-5 I/2"F / 21'-G 112' 1 I G'-3' I I'-I I 1/2' (L3' EQUAL EQUAL ��JI CONCRE I 504OTUBE5 - ON 2-i^DIn.^BIG FCOr^CONC.FOOTING .. WI AL A E S�NO UBt.ON F r(z)axl o TO ^ I' Buss Po=r B s Ill'TlICKICUREO CONCRETE FOUNDATION WAIL f- _-_-L_ _---_-L-_r - ON 8•,I 6•CONTINUOU5 COLIC FOOTING - —�'' o P.T.2/2x10 - - - - - BOTTOM TO BELOW FROST LINE(+MIN.) DR _ BASEMEN WINDOW H2 H2 I —� "ICAL OI n in 14�.� — — — — — — — - -�— — — — — — — — — — — — — n 2G'-I I° / I P.T.2x10 DECKJOISTS g16"O.C. t N � b / Jir2)912'LVL - O. I _ 4•THICK POURED;,ONCRETE SLAB FLOOR -- m r j wITH 6•x6' o'.I D^w.w.M.oN cteAN i9 COMPACTED GRANUI NR BASE S2 I d_G. - m 3:10. G'-7° -Cr 1 '' 1 A 4 - � DEPRESS i 0 FND.1� ' • - OF 14 ,YPICAL AT WAU.NTERSEU ON5. 08(3)1 3/4"x9 7/2"LVL GIRT ]/ 7 t �I m (3).1 3/q�x9i1 7',L�}'L IRT BCAM PK. . _ _I a^r_�r war wi as REBnes na PKT, I, //L / !I 1J. I<2'O C VCRTICALI.Y(Mln. PUS) �� L/ /J lii.�J • 2/2x1 nl 14 - a T-- - 1oNaON30'CONC,FTG. - 5 '. - - - - - - o M V ' (2)9 2'LVL IC C • ..Z 7'-0 112' 6 5- 1 G 5- _ 3).13/4"x91/2"LVL GIRT/�1 ' 4'x4'xil4• W,2 x 395TEEL BEAM BEAM PKT, oPOST naovE 2da' FULL BASEMENT o N 4 TkIICR POURED CONCRETE SLAB FLOOR p DEPKSS T.U.WALL < ON 6 MIL POLY VAPOR BARRIER OVER 8'+FOR BULKHEAD G'- O OF CLEAN COMPACT ED GRANULAR BASE Q O 1 BVGK G. • _. 4'COM1,.R'_TE 5V8 N - b A S BASEMENT MNUCW _ + . • . - . TYPICAL S3 OF .L I J I OF �-- 8 77 7-G' _ A$ 12"THICK. 0 rIl 1 CONCRETL NE V 8^THICK x J D HIGH POURED Sl9 a _ al POLN ORCH TION SL L I O kEr•EIVE _ CONCRETE FOUNDATION WALL ON 8N I G ♦y DROP T.O.WALL 12^BELOA'MNN FNU.W. CONTINUOUS CONrRETE FOOTING 4A PROVIDE 4-WIDE SHELF FOR BRICK VENEER Ie 7-11 I/2' 14'-I I/2° _ 0'-5 1/2• 24'-0' '1 PROVIDE AROUND FOUNDATION WN.i PERIMEI:R: ® h 5/8•ANdiOR BOLTS Q MA%. 'O.C.•6' 2'fROM _ Q END OF PITS,15E 31 3'x/a•PATE s� _I 5G-5 I/2-_ I WnSrIFR;,BOLT EMBENI'MENT MIN.%' } tVI 0 Z mi F^ a W a FOUNDATION FLOOR PLAN - a o W AA o 0 ARK A. h_ � N LL A CaCENZlIt o DALE- 07/24 12013 �+lrat�j�Na ��®\ SCALE: AS NOTED DRAWING#: l . CO _ F_ >Wo o a a � o � U Q m U GO-5 1/2• _ 4 PATIO 1 z'-5 1/2' 5-1 1 1/2" .. . ' QP ' DF Y �3„ P b 'USTOM SCREENES H2 �- H2- O I3)h3l4 tll9 wl24d HasE2� MO. x M __ _ _ __ - BETWEEN P.i.POSTS LL CASED IN I TRI 21K,GJ I 21<2J WINDOW&EXTERIOR DOOR SCHEDULE b sx O I I I — L 14 3K,2J ): O N UW -- - I LAV. l i s KEY ROUGH OPENING W x H ITEM# - STYLE MATERIAL - ^ 5/a••PIRECODE GYPS.BD Lg _ CLNG.4 ALL WALLS E21 b I 1 3K.2J 4 m b ' OA 293/4"x 5'-53/4" 3365 PELLAPROUN1 DOUBLE-HUNGWINDOW WHITE ALUMINUM CLAD i2'-5 I/2' 2 1 NI SCREENED PORCH _ 2-93/4'x4'-53/4" 3353 PELLA PROUNE 2IIDOUBLE-HUNG WINDOW WHITE ALUMINUM CLAD - .. © 2'53/4'%4'-53/4" 2953 PELLA PROLINE 2JI DOUBLE-HUNG WINDOW WHITE ALUMINUM CLAD V - - GARAGE. s_ _ _ ®® © I— _ S2 _ - 2-53/4"%3'-113/4" 2947 PELLA PROLINE 211 DOUBLE-HUNG WINDOW WHITE ALUMINUM CLAD - I O 5 �❑ 2 ® m I - A4 DRYER WAS CR N 8_a I ',a ®® KITCHEN D 4,a /— O 2'93/4"%3-113/4" 3347 _ PELLA PROLINE 2JI DOUBLE-HUNG WINDOW MITE ALUMINUM CLAD I' I O 2'13/4'%7-13/4'• 2525 PELIA PROLINE 4 LIGHT FIXED WNDOW WHITE ALUMINUM CLAD b I 1� 3K'2J' I B2 g tl2•LVLs sh ' B4 W8 x 185TEEL BEAM _ © 6'-0%6 10" 7282 PELLAARCHITECT SLIDING FRENCH DOOR MITE ALUMINUM CLAD 14 3K2J - r." r.: OH 3'2 3/8"x 6 11"+transom 3'0'x 68'+ 4 PANEL DOOR WI TRANSOM MU 91 © DR O M _ O 2'103/8%611" 28 X68 SLIGHT SIDE ENTRY DOOR 0 2103/8"x6'-11" 28"x6'8" I.':SULATED FIRE DOOR STHD14 4�-3 ° y%-�y LNEN a DE NC11 m 2K,2J O9 0.XB-0 9%8 OVERHEAD GARAGE DOOR la'-a NOTE:ALL PROLINE DH WINDOWSTO HAVE GRILLES-BETWEEN-THE-GLAS58SIMULATED DNIDED LIGHT MUNTIN PATTERN qx DINING QA v O " 2'-7" - 7'-G'. 3'-4 I/2" I—`L 1— f mT UN ® UN I TH r (2)xto nosh OS TO BEM/JPOsr -BA'-- (2)1314- 9112-LVL511-1, - ®-0x 60 STEEL BEAM -:2K,2J It FOYER 2-5 112' INTERIOR DOOR/WINDOW SCHEDULE ° °? j 2K2J s KEY ROUGH OPENING W X H SIZE STYLE MATERIAL 1O 32'X83" 2'-6 WI%6'-8" RIGHT HAND SWING DOOR-6PANEL SOLID CORE MASONITE Q I MASTER BEDROOM ry 0 b LIVING ROOMiL b O32"x 83" 2 6 X6-8" LEFT HAND SWING DOOR-6PANEL SOLID CORE MASONITE — pD m tg2l �� — - O36'x83" 2 10%6-8" RIGHT HAND SWING DOOR-6PANEL SOLID CORE MASONITE S1 ® 36'%83 2-10'x 6-8" LEFT HAND SWING DOOR-6PANEL SOLID CORE MASONITE - I ` Y COVERED I PORCH ry «. ,.. _ O 22'%83" 1 8'%6-8" RIGHT HAND SWING DOOR-3 PANEL SOLID CORE MASONITE i0 � A I 'W �I 2K.2J � • - 21 :( 19 6 I © 38'%83" 3-(Y'%6'-8' DOUBLE DOOR-3 PANEL SOLID CORE MASONITE .I� I 2K.2J 2J 2K 2J O 50"%83" 4 0 x6'8' DOUBLE DOOR-6PANEL SOLID CORE MASONITE I T s '~ rn�.. 6O O O O 8D ' __ _ — ® 62 x 83 5'0'%6 8 DOUBLE DOOR-6PANEL SOLID CORE MASONITE O H2 Jf3"_ O AS Sj '�� "_ -�-- __ 's ——— -- -- O611/4'%841/4" 2'-6"x6'-8 POCKET DOOR-6PANEL SOLID CORE MASONITE 7'-G' I - 7 S° EQ. EQ rhr6 O•..�x .6 O' X 6 a.v� a J 10 651/4%841/4" 2-10 X 6-8 POCKET DOOR SOLID CORE MASONITE M O ° w i H w �- 15'O°- 9'-5 I/2° 24'O° F O8 use 6x6 or PSL posts y V Z - A @each end of SHEAR WALL og W a W Of XK,XJ..:..X=#KING&JACK STUDS p O '....... use 2K,1J WHERE NOT NOTED y Uj LL fn (J) FIRST FLOOR PLAN s � UjN UL 1/4"=V-0" LOT COVERAGE ...... 1857 S.F. t)ARK..A LIVING AREA .... 1360 S.F. McKENBE '� o t: a F DATE: 0112112013 - q' ` S-T \��. SCALE: AS NOTED 1 �s310 N ALL DRAWING#. 2 ® 12'-5 112' 14'-0 3/4' 1 3'-1 1/2' D 18'-O" I 1 O . n 5' z 6�-2� 3�f 2 Q z n rI T- Iir.v:21(.J 2J1 2K.2JA 2 ' '�Y IfdY O nl O I O m % e� b . 1 3 6 N DN �° - in ROOF DECK I V 5 1 m 3K.2J W U n 2 ` - v BEDROOM#2a- ( n - ---- � - — - / o I 'I S4 1 2'-10 1/4' a A a ' - r ICE 2 1 s= 7 9112 ...2 ro zK2J zE --------... _ O . B f m /' BEDROOM#1 2K2J 1 - § F 2K,2J 2J 2K 2J 01 r - .w 3J I� = - S1 7- -- 2 �2 w ROOF WDGE: SIMP50N L5TA I5 STRAPS @ EVERY RAFTER - rl---------------------------------- E---- Rz(2)13/4•x 111/B'LVL RIDGE BEAM XK,XJ....X=#KING&JACK STUDS I7-11--T-7r-17-If-7l--rr-w-Ir�I-n- -Ir-Ir�l-�r-r,o Ir �I zxlo ROOF xnFTERs@le•o.a use 2K,1J WHERE NOT NOTED . _ II II II 11 I! it I 5EYWND j 11 II 11 W/5/6•CIA PLYWD.5M1EATMING t ASPHALT ROOF SHINGLES ♦ H H N N I H H H H H H H H N N N /5HEATHING, \\ 2.8 CEILING JOISTS @ 16"O.C. xC • - - 2 CEILING JOISTS @ 16'O.C. N H N H H N H N H N H H N H / �. VI(3)2v12 VALLEY R.111✓ SIMPSON H 1.5 ' • TYPICAL: - HURRICANE GLIPS - � . 0p of plate(-@d0rmels 2!E%TEI STUD WAL S PIS / �� SECOND FLOOR P L A N -- I HOUSE WRAP t WHITE CEDAR _- . SHINGLCS G 5'E%POSURE / _ / 1/4"=1'-0" • LIVING AREA ...... 1186 S.F. 1 3/4'x 11-LVL RIDGE BOARD // - -PELLA ARCHITECT FRENCH --- [211AT1 SLIDING PATIO DOOR II II II II II II II II II II II #2 HALL // / BEDROOM#2 - ROOF DECK: . II II II II II II II II II II II � 1.4 DECURG ON P.T.SLEEPERS(2.45) I CUT TO REVERSE SLOPE ON 11 II II 11 11 II 11 II 11 II II u -- RUBBER ROOFING OVER RIGID INSULATION 2,5 CEILING 1O5T5 @ I G-O.C. II I II I I 11 11 I 1 _ INSTALL TO FORM SLOPE FOR DRAINAGE (2)1 3l4 v912 LVL ROOF DECK b, Ex IEO Sle C X PLYn X)U EATGHNG ON - second poor II 11 II II II II II II II ll II i ITI Po @ - -- II II II II II II II II II II II - �� x __ - �i a Z 13)1 3/4—1/2'LVL ___ PORCH O HEADER AROUND c' c PORCH PERIMETER as G O Cont.(3)2x12 HEADER below sno�r won ---_ - Bz (z)1 3/a•x s 1/2'LVLs __ • ,f�e�.9y f^ U -3/4-T,G PLYWD.5UBFLOOR ON. W 5 0) b 9 112-A1520 Al @ I G'O.C. b CUSTOM SCREENES O Z _ m --- N ,M CAS OE IN Ix TRIMTS - MUD ROOM HALL SCREENED IN PORCH fq V a- 9'xs' ONE CAR GARAGE - I� w o_ _ O.H.GARAGE DOOR rl = PE-ARCHITECT FRENCH _ - 0 IIIIII�IIIIII KITCHEN SLIDING PATIO 000R � � P.T.2.4 DIVIDER O CASED IN I.TRIM O r Ix4UCC1 TS0 PTO.0 b J tl5t floor P.T.2xG 5 LL PLATE,SIN'ANCHOR -- - j. DECK JOISTS @ G"O.C. U LL - BOLTS @ MA%.32'O C.t,t M FROM - - - - -- U1 P.T.E x4 SILL PLATE • N Lop Of f0Und2tl0n WB END OF PLATES USE 3'x3'x 1/4'PLATE _ CASED IN, ,V x TRIM �fq/ WASHERS,BOLT EMBENTNENT MIN Y' _1 �'• 1 I I — —P.T. 10 iA W O.T.(2)x I:A O J- __�I --_-_ - —SIMP50N Al POST BASE « _ ..,,.r r y 0 III=11I Q)1vaxsirz•wL -TI---- <Y:+ y�R CIII III W- =1TI=_II L- - 3 u2-IQ'TL.rl.O--11 III=III-III II1111111 III111111 - N 4'THICK POURED CONCRETE SLAB FLOOR 1�. � - I I -III N'THICK POURED CONCRETE FOUNDATION WALL NTH G'.G--10',10-W.W.M.ON CLEAN �_ - 1E, yd: E COMPACTED GRANULAR BASE - -y I I(_ ON 8'.I G'CONTINUOUS GOING.FOOTING 1= 10'DIA,CONCRETE / BOTTOM TO DELOW FR05T LINE(4-IN.) _FULL BASEMENT 11 I1111 so"OrueEs ON 1 . NEW B'THICK x 7'9-HIGH POURED r --I I I 24-DIA.'ING FOOP •�¢j�++ w CONCRETE FOUNDATION'WALL ON 51I G' t.0•l'C.FOOTING %j,,,{C (- CONTINUOUS CONCRETE FOOTING d F- L_--]I h THICK POURED CONCRETE SLAB FLOOR ON G MIL POLY VAPOR BARRIER OVER I CLEAN COV..PACTED GRANULAR BASE I - DATE: 07/24/2073 L--J L : 21'-6 1/2' 26'-)I" AS NOTED I' I 1 V-9° r �� nQO�°* _.; .,,•L SCALE . V/014A DRAWING#: S2- .SECTION @ GARAGE, KITCHEN SCREENED IN PORCH & BEDROOMS " A 4 1/4"=T.-D„ 3 I o aye xB BUILT-OUT RAKE W/4'CROWN MLDG.OVER 1.6 RAKE FRIEZE BOARD - 0 aQ0 - z� o ASPHALT ROOF SHINGLES 10 2 12 �10 Ua m Ip�pL� ry Q _ 1.•d BUILT-OUT FAKE W/4'CRONrt.MLDG. - Q12 OVER Ix 6 RAKE FRIEZE BOARD ) ' 4 I/2 _ SECOND FLOOR CEILING T. SECONp FLOOR CEILING MT. FELLA PROUNE FIXED WINDOW - - --- - '- ' "•DORMP.R PLATE Hi. _ ' ASPHALT ROOF SHINGLES r _ PELIA PROUNE FIXED WNDOW �\ KNEE WALL - b 1.6 FASCIA BOARD ON ---- 1 x8 FASCIA BOARD ON _ ' ©z © © KNEE WALL-I I 5•ROOF OVERHANG OVER ._. b e'ROOF OVERHANG OVER Iv8 FRIEZE BOARD r.9 FRIEZE BOARD �' b W/2'BED MOULDING M W/2'BED MOULDING SECOND FLOOR — - - F SECOND FLOOR -D.HEADER ITT 8/7 CORNER BD. WND.HEADER Hi. TYPICAL E b © TYPICAL: - O m _ lD 0 I, PE LA PROUNE DOUBLE-HUNG \- - - WINDOWS W/1.4 CASING t WIND,CAP FIRST FLOOR FIRST FLOOR K ---- - BILCO'C•BVLKHEAO - RED BRICK CAP t VENEER ON - NMITE CEDAR SHINGLES CONCRETE PORCH LANDING d STEP TO GRADE x 8/]CORNER BD. C 5•EXPOSURE-TYP. - FRONT ENTRY-4 PANEL DOOR w/TRANSOM TYPICAL LEFT SIDE ELEVATION - DECORATIVE SOUARE(8.8)COLUMNS(NOT STRUCTUR , FRONT-ELEVATION 1/8"=1'-0" 1/8"=1-0" z O w - 1 x8 BUILT-OUT RAKE%a•CROWN MLDG. , -- - • OVER 1.G RAKE FRIEZE BOARD ASPHALT ROOF SHINGLES , 12 12 r 1,8 FASCIA BOARD ON� TYPICAL ROOF DECKS O 1p 8'ROOF OVERHANG OVER @' 1.8 FRIEM BOARD 4x4 P.T.POSTS CASED IN 1,55 W12'BED MOULDING s MILLED WOOD CAP/2x2 BALUSTERS - _ O.0 Tv/TOP a BOTTOM RNLS - SECOND FLOOR CEILING HT. _ SECOND FLOOR CEILING HT. -' I x4 DECKING ON P.T.SLEEPERS(2v45) WEE CUT TO REVERSE SLOPE ONOOVER 51 ROOFING OVERFIG D INSULATINNG 2°.IEO DECMKNEE WYWOO�S CA16J , PELLA PRLINE DOUBLE-HUNGINSTALL TO FORM SLOPES DRAINAGENnNDOWSW/ v4 CASING ; ALL G .. •. - KNEE wnli - - - —x5 FASCIA BOARD ON O - I8v9RFRIIEFZE°©OARD GOVER b V C O WHITE CEDAR SHINGLES SECOND FLOOR - W/2-BED MOULDING m G ILL Q 5'EXPOSURE-WP. -- - - - SECOND FLOOR z _ - Lu U) — --—DI HEADER nT. I room I,BP CORNER ED. ] -- —I v ry]CORNER BD. v ` TYPICAL b - '- I■ .� - _,_ a1 - TYPICALLu a . LTT` W �q� - - r� © - - © WHITE CEDAR SHINGLE5 ye Q 0 S'EXPOSURE-1YP. uj W CM,ep��, z FIR51'FLOOR t4Y y 0 FIRST FLOOR -_- � O O N ll V TYPICAL: CUSTOM 5PACENESBEfN£EN PEIN PROIINE DOUBLE-HUNG EQUALLY SPACED P.T.POSTS w WINDOW5 W/1,a CASING s—D.CAP CASED IN I.TRIM O F RIGHT SIDE ELEVATION cl DEC KING ON P.T.DECKFFAME REAR ELEVATION D_ w/Iv10 DECK51IRT DATE: 07/24/2013 r SCALE: AS NOTED - DRAWING#: ' A ® 6 IL @ ROOF RIDGE: _- 51MP5ON L5TA 19 5TRAP5 @ EVERY RAFTER 7/8•LVL RIDGE BEAM Q 2 @ 2.8 CEILING J015T5IG'OC oLL 0� N 2.1 O ROOF RAFTERS @ I G.O C 5/8'COX PLYWD SHEATHING t ASPHALT ROOF 5HINGLE5 z W nI ROOF RIDGE: top of plate 0 dormer z - 12 - lop of plate�tlefm¢r5 SIMPSON LSTn 18 STRAPS @Q EVERY RAFTER 2 window header ht. 2.10 ROOF RAFTERS @ I G•O.C. ¢KE �U - -- W/5/8•cox PLYWD.5HEATHING t _ window header ht. - -- -- ASPHALT ROOF 5HINGLE5 2x12 RIDGE BD. ,r` I SI RRICANECLIPS W N H 2.5 i_ �h m b z m m BEDROOM#1 HURR _ o 0 10D, — t.o.knee wall A1520 ALLJDISTs b I U @ G oCM TO 4 second floor 1HRRCNH U --- - - second floor - - - -- FIURRICANE CLIPS I � _ _- window header ht. 1 (3)1 314•x 9 112-LVL 1 window header ht. ,I ALUMINUM GUTTERS ON below shearwallETTTI -- ).H FASCIA BOARD ON ._ 8•ROD,OVERNANG 3/-TtG PLYWD 5UBFLOOR ON CONTIN.5OFFIT VENT S 112•A1520 ALLJGI5T5 @ I G'O C. b II m MASTER BEDROOM COVERED b 1YPIC.: PORCH - LIVING ROOM-' - PELIA PROURE i0 di 2.G EXTERIOR STUD WALL5% _ DOUBLE-HUNG WINDOW INSULATION,I12'PLYWD. 1� . SHEATHING@' SE WRAF t w.C. - 5HINGLE5 @ 5'E%POSURE first floor first floor y , P.T.S.G SILL PLATE W/5/8'ANCHOR _ 1_ B11 (3)......2-LVL GIRT L 1-11 I_ III B12 W12 x 355TEEL BEAM - _ END D OF PLATES�5!ENE-.114-PLATE _ _ _ _ P.T.2.G 51LL PLATE W/5/8 ANCHOR 111=111 BOLT_@ MAX.32 O C.[6 12 FROM _ PLATE I I_ (3)1 3/4'x9112'LVL GIRT III _ AS ERS,BOLT EMBENTMENT MIN.7" -- " WASHE.R5,BOLT EMBENTMENT MIN.7• III- .• -- RED BRrK CAP ON =I -III. -- i _I I I- CONCRETE PORCH 51D-1I Il 11 NEW 8•THICK.7eF HIGH POURED - - FULL BASEMENT FULL BASEMENT - - - NEW e•rmcK."/'S'HIGH POURED {'• •` _ .._, CONCRETE FOUNDATION WALL ON H'.I G' CONCRETE FOUNDATION WALL ON Hs 16' _ _- _--- CO,NTIN0005 CONCRETE FOOTING ` - 3 1/2•DIA.LALLY COLUMN CON'TINUWS CONCRETE FOOTING 4•THICK POURED CONCRETE SLAB FLOOR ON I2•.30•.30'CONIC,FTG. 4'THICK POURED CONCRETE SLAB FLOOR- " - ON G MIL POLY VAPOR BARRIER OVER ON 6 It POLY VAPOR BARRIER OVER _ CLEAN COMPACTED GRANULAR BASE CLEAN COMPACTED GRANULAR BASE -- --• S1 SECTION @ MASTER BEDROOM, LIVING ROOM, BEDROOM#1 o. C, - w _- SIMPSGN LSrA 18 STRAPS @EVERY RAFTER 2.10 ROOF RAFTERS @ i 6'O.C. - ' ��- (1)1 3l4'x111/4'LVL RIDGE BOARD _ w/5/H• DX PLYWO.5HEATHING[ -, ASPHALT ROOF 5HINGLE5 / 12 _ 2x8 CEILING J015T5 Q I G"O.C. Roar,RIDGE12 r S MFSON LSTA 18 5TRAP5 @ EVERY RAFTER 51U15ON H 2.5 / O(2)2x10 \ - - 1 3/4-x 11 H LVL RIDGE BOARD HURRICANE CLIPS 4 I/2 " top of plate Ca dormer T - Ij / - 12 2„10 ROOF RAFTCRS @ I G'O.C. window header 1I. ,/ / I� t.o.p Bte a dormer _ W/5/5'CDX PLYWDm 5HEATHING t IoD ASPHALT ROOF 5HINGLE5 2.8 CEILING JOINTS @ 1e'O.C. PEUA PROUNE - / / Zk\ DOUBLE-HUNG WINDOW 51MP5011 H 2.5 _ BATH#2 OFFICE t.o.knee wall HURRICANE CLIP5 LJ ''— �`ALUMINUM GUTTERS ON /8"FIRF.CODE GYPS.BD. 1.3 FASCIA BOARD ON / ON CLNG.t ALL WALL5 H•ROOF OVERHANG (3)1 3 91/2•LVL,flurh 02 B3 2..5'e @ 1 G"O.C. �'1 - W/CONTIN,SOFFIT VENT second floor (2)1 3rI x 9 irT LVIs flush second floor �- _� (2)2..10 HDR. - ' TYPICAL: PELfA PROLINE Window header hf. 2xG EXTERIOR 5TUD WALL5 W/ - DOUBLE-hUNG WINDOW p1 r - -- - 1/2'PLYWD 5HEATHING. ONE CAR GARAGE L= - ((,1)9 trz'LVL, _ HOUSE WRAP t WHITE CEDAR - 5HINGLE5 @ 5•UP05URE b 1 3/4'If P—D.5UBFLOOR ON n 9I/2'1620 ALLJOISTS @I'e'O.C. b I�pp O TYPICAL: lD 41 first floor -_ _ W/ Im '.G EXTERIOR STUD WALL5 W/ r tap of foundation wall W wsUTAHON,RAI I W.C. _ III F - — .:_1.. SHEATH uG HW`E WRAP t w.0 � _ _ L - _ fA COVERED - -L PORCH -- - - SHINGLES@5'E%PGSURE IIII IIY-II IICL — — I IILII II`-III'='I first floor G -- DECDRATIVE sOUARE(8s8)C LUMNS +• CONCRETE SLAD FLOOR 'I I -III I I I III-III-III-IIFI- _ ——-- BB.\ \ _ y - - - first floo __ - c - I�q y z r T O ()1 3/4"z91/2'LVL GIRT— B11 III-I (NOT 5TRUCTURAL) LOMPACTLD GRANUTA_R BnSE - ' BOTTOM TO BELOW W FROS OVC.FOUNDATION WAIL §Ar+f':A�--fkv')11t�X�t �vv�'1r:'.'Y 1(1nV1'`>• `7? 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FSS�UWAI �t�� DRAWING#: AS ® 65 . 2x10 ROOF RAFTERS @ 16"O.C. i - SHED DOP,MEP. z 0 r _ °_ ` I 1 I ROOF DECKtv g BELOW 6 TI I Uo W a o — 1314"x it l/A'LVL RIDGE BOARD 8 S2 ' [� fff 111 > A 4 •,I '� ` r � U r k Q' 0 e 3/4'x 11 114'LVL RIDGE BOARD S' BUILT OUT RAKE S4 PSL POST __ _ ....._ -. .. \ rP R1 (2)2x12 RIDGE BOARD .. • - BEARING . St•' �4 A5 co 2x8 CLING.JSTS @ 16"O.C. r2xsR.OF zIN THIS AREA OF GARAGEwO(3)2xB - (3)13/4'x91/2'LVLS Rushlc3ntlsveretl FTERS@ 16 O.C.ont porch) 3 - N - ROOF FRAMING PLAN p 81 $ (2)91Q'LVL W of — A4 00 tH i a 0 note: ALL POSTS(2)2x6-unless noted otherwise - _ _ x 0 �l 0 121z O 13)1�/4•x91rz•l�Vls nosh m '4m B4 vsx Bsr ELe -E__ HSs— ,-- _ 2x10 ~ _ ALL HEADERS(3)2x6-unless noted otherwise n HSS (2)1 314'x 9stµ2'LVLs . 3'x3'xt/4' - SARI G wn 4 EE Ow (z)2xa 9 + I � f 9112-LVL _ La � 0 BEARING WALL BELOW HSs 1v (3)2x 83 )lul4'xul 2'UA.,—I, 3'x3'1la' B6 10 60S EEL 3 3'=1/P U 12 2x10 ush " BI nRIN( _ z LLB N y Q N - -- MARK A w I A 5 fs3 � F a (2)2J�G ' DATE ' : 07/24/2013 d G r ... i — — : 1frontporch) (9(3)2 10 SCALE AS NOTEDSECOND FLOOR FRAMING-PLAN - - �IONAIL. �s2x8 CLNG.JSTS a 16'O.C. 1/4' i�0' DRAWING s: = /(over - 9 1/2" AJS20 ALLJOISTS @ 16"O.C. ;: • r�l GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CONTD) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: 1.ALI.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: - MASSACHUSED"I'S STATE BUILDING CODE FOR ONE- TWO-FAMILY SECOND FLOOR HOLDDOWNS: - DWI3LLINGS,L'IGH"I-H EDITION(780 CMR),AND AI..LAMI?NI)MI3N'I'S, WHICH L Af"fACll EX'fLRIOR.IVALL STUDS"f0'I'I-IE DOUI31:.13"I'Ol'1'LAfE A"I"I'I II? .�?�z"PLYWOOD-(EDGES BLOCKED) IS 13AS13U ON THE 2009 INI ERNATIONAL RL'SIUI3N"I'IAL COOL. ILOOF WI"I'll(1)'PSI'CONNECTOR Al'32"O.C. PROVIDE(9)-1 Od x I}I NAILS - (- (I)-CS 16 COIL STRAPS W'/(26)IOd(0.148"x 3"LONG)NAILS WREN - O 8d COMMON OR GALVANIZED 130X NAILS uQ 6"O.C.EDGES AND O STRAP IS APPLIED OVER.PLYWOOD SHEATHING 13"MIN.STRAP TO THE SI'UU AND G -IOd NAILS TO"I'HE DOUI3I I�'I'OI'PI,A I'E. � �� ( O 12".O.C.FIELD. 2.TI4H WIND DESIGN CRITERIA FORTH IS BUILDING IS W ACCOKDANCI3 CONNECTOR"I'0 BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NO"1' END LENGTH AT LACI-I END OF STRAP)OR(30)8d(0.131 x 2%2".LONG) - -WITH AMERICAN FORESTAND PAPER.ASSOCIATION(AF&PA),"WOOD REQUIRED WFIEN USING H2A CONNECTOR.PER NOTE'2'."ROOF FRAMING - NAILS WHEN STRAP IS APPLIED llI REC'CLY"I'O 2X FRAMING �] FRAME CONSTRUCTION MANUAL FOIt.ONE-ANU'I'WO.1'AMILY CONNECTIONS". '%z"PLYWOOD-(EDGES BLOCKED) ` MEMBERS.(17"MIN.STRAP END LEND-1'I-1 AT EACH END OF STRAP). ^ „• DWELLINGS(WPCM),AND'l'HE"MINUMUM DESIGN LOADS FOR BUILDINGS 2 Bd COMMON OR GALVANIZED B(IX.NAILS C 3"O.C.EDGES AND ,.y.. PI20VIDE HALF OI "I-HE RI--QUIRED NAILS SPECIFIED ABOVE Al' _- AND OTHER STRUCTURES(ASCL'7-02). THE BASIC WIND S]'IS13D POR'1'HE 2.EXTERIOR WALL STUDS ON SECOND FL.00R'f0 1317 A'I"I'ACHED'f0 STUDS 12"O.C.FIELD. EACH END OF STRAP. (IF STRAY IS LOCATED AT EXTERIOR WALL, - DESIGN OF THIS STRUCTURE IS 110 MILLS PER FIOUR.WI Ali EXPOSURE ' ON FIRST FLOOR.ACROSS SECOND FLOOR.RIM BOARD W(I)CS 16 COIL - - CONTINUE S TRAP T'O SINGLE STUD IN FIRST FLOOR WALL IF THERE -- < CATEGORY'C. STRAP W/(14)IOd NAILS(7 NAILS Af EACH END OF STRAP)WI'I'I I A.STRAPO IS NO SHEARWALL BELOW,TI IE DOUBLE STUDS AT END OF THE - CUT LENGTH OF 18"+THE CLEAR SPAN ACROSS RIM BOARD. STRAPS TO %z"PLYWOOD-(EDGE'S BLOCKED) � ;.,�." SHEARWALL IN FIRST FLOOR WALL BELOW,Olt WRAP THE STRAP 3.'I HE CONTRACTOR.IS RESPONSIBLE:FOR CONTACTING THE'LOCAL, 2" 3 8d COMMON OR GALVANIZED BOX NAILS a 2 O.C.EDGES AND - - AROUND THE HEAD)-'R BELOW. I'ROVIDE I-IALF OF'fFIF•RF.: UIRF"D --- - BE SPACED AT 3_ O.C.(EVERY OTHER STUD).STRAP IS NOT REQIJIREU AI' O Q BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPPC"IONS. IF 12"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE NAILING-A'I'EACH END OF THE,STRAR W U O SI4L•ARR'ALL HOLDDOWN LOCATIONS. CS I G COIL.STRAPS TO BE APPLIED ) 7T IF BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE OVER PLYWOOD SHEATHING. 3"NOMINAL OR.WIDER AND NAILS SHALL BE STAGGERED. - COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL O (2)-CS 16 COIL STRAPS W/(26)I Od(0.148"x 3"LONG)NAILS � ti CONTACT THE ENGINEER.OF RECORD 24 HOURS PRIOR TO THE TIME WR EN 3.ATTAC14 FIRST FLOOR.STUD TO RIM BOARD WITH(1)CS 16 STRAP AT 32 - 2' INSTALLED AS DESCRIBED ABOVE. _ Q T I IE INSPECTION(S)IS TO BE PERFORMED. -1-1IE CONTRACTOR SHALL O.C.AND PROVIDE(6)IOd NAILS TO STUD AND(6)1Od NAILS TO RIM NOTE:FOR PLYWOOD SHEARWALL TYPES I,2,AND 3 LISTED INSURE THAT ALL STRUCTURAL MEMBERS.AND CONNECTIONS ARE BOARD.ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP ABOVE,8d COMMON OR GALVANIZED BOX NAILS VISIBLE FOR INSPECTION. IF DURING THL INSPECTION,ANY PORT-ION OF CONNECTOR PER 32"O.C. - GUN NAILS MATCHING THL NAI I,DIAMETER AND LENGTH MAY BE -" THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR ALTERNATE STRAP USED AS A SUBSTITUTE. INSPECTION, FINALAPPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S A)ATTACH FIRST FLOOR SPUD TO RIM 130ARD WITH(1)CS 16 STRAP Al- - _ _ - - NO. REVISIONASSUE DATE EXPENSE. - _ - 32'O.C.AND PROVIDE(6)IOd NAILS To STUD AND(6)IOd NAILS TO RIM 24 APA PORTAL WALL CONSTRUCTED IN ACCORDANCE WITH APA BOARD. WRAP STRAP UNDER FOUNDATION SILL PLATE AND OVERTOPTECHNICAL TOPIC TT100. INSTALL STHD14 HOLD DOWN STRAPS AS v„• _�., ' • 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE OF SILL PLATE. FTLLALL HOLES IN S'l RAP ON'IOP 01:SILL PLATE, INDICATED N I-IOLD DOWN SCHEDULE , CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE.IN - ACCORDANCE WITH CATALOG C-2009. I I'IS THE RESPONSIBILITY OF THE 4.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL - .. • -CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH PROVIDE A CONTINUOUS LOAD PATH FROM THE.ROOF TO THE - `"FOUNDATION HOLDDOWNS: _ .._ PROJECT ADDRESS: MANUFACTURERS SPECIFICATIONS. FOUNDATION. - 5.ALL ENGINEERED LUMBER.PRODUCTS TO BE TIZl1S JOIST OR EQUAi. HZ FIDU2-SDS2.5 W/SSTB16 H"DIAMETER ANCHOR BOLT W!CN1Vq 2EA 5.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER'f0 DETAL 2-WF) SOLE PLATE CONNECTION SCHEDULE: O COUPLER NUT BETWEEN SSTB I6 AND y'THREADED ROD INTO CO I'UFI',MA INS'FAL.LED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. - - HOEDOWN. POSITION SSTB16 W/ANCFIORMATE TO HEADER SIZE, HEADER TO JACK STUD JACK STUD TO SOLE PLATL CONNECTION TO FLOOR RIM BOARD FORMWORK PRIOR TO CONCRETE POUR FOR.CORRECT r=P-0"TO F-O" (1)LSTA9 (1)SPO PLACEMENT. ROOF FRAMING CONNECTIONS: L=4'-1'TO 6'-0" (2)LSTA 9 (2)SP4* '- WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD L=6'-1'TO 8'-0" (2)LSTA 12 (2)SP4* O 'ITDUS-SDS2.5 W/SSTB24 x"DIAMETERANCHOR BOLT W/CNWx 1.ATTACH OPPOSING RAFTERS AT TI-IB RIDGE OVER 771E TOE'OF`I'lll (3)-16d COMMON NAILS PER 16". COUPLER.NUT BETWL-C•N SSTB24 AND i"THREADED ROD INTO _ RIDGE WI-1-1-1(1)LST'A 19 TENSION S'fRAP AT 16"O.C.STRAP TO 13L L 8'-1"TO 10'-0 (2)LSTA 15 (2)SPF16* _ O HOLDOWN. POSITION SSTB24 W/ANCHORMATE TO INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/I0d COMMON L=10'-I"TO 16'-0" (2)ST2122 (2)SPH6* FORMWORK PRIOR.TO CONCRETE POUR FOR CORRECT NAILS TO RAFTERS.(REFER TO DETAIL I-R.F) (4)-l6d COMMON NAILS PER 16". PLACEMENT. _ *ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE 2 2.ATTACI I THE END OF EACH RAFTER TO THE DOUBLE TOP I'LATE OF THE PLACE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR - DS2 5 W 1'B�8 Z"U - " - "fI-IE JACK STUD TO HEADER.APTACI-I CONNECTOR WI"Eli HALF OF"fI4E i i O. HDU8 S /SS" _ K DIAMETER ANCHOR BOLT W/CNWV -' EXTERIOR WALL WITH(])112.SA CONNECTOR. CONNECTOR TO BF, - O (3)-SIMPSON SDS25312(/a"x 3/Z")WOOD SCREWS PER 16'. - g COUPLER NUT BETWEEN SSTB'_8 AND n"THREADED ROD INTO APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. REQUIRED NAILS TO THE JACK STUD AND I IALF OF THE REQUIRED NAILS ALTERNATE:USE(1)1-12A FROM EVERY RAFTER TO WALL STUD BELOW. TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD. HOLDO TOR IO CONCRETE POUR FOR CORRECT - TSP CONNECTOR PER NOTE'P."WALL FRAMING UPLIFT CONNECTIONS". CONNECTOR TO BE ATTACHED DIRECTLY"f0 2X FRAMING AND CONNECTION TO CONCRETE:FOUNDATION PLACEMENT ITION SSTB28 W/ANCHORMATE TO'OS -- " 1S NOT REQUIRED WHEN USING(1)H2AAT EVERY RAFTER. RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. -- - ' 3.BLOCKING TO BE PROVIDED ABOVE TFIF.DOUBLE TOE']'LATE 01,'1'1-IE NOTE: - SILL PLATE CONNECTION TO CONCRETE. _ S"fHD14RJ WITH(38)lOd NAILS INSTALLED 1N ACCORDANCE EXTERIOR WALLAT THE ROOF WITH ROOF SHEATHING NAILED TO THE - I4 WITH APA PORTAL REQUIREMENTS. POSITION WITH ; f •'{ _ - - -'y"DIA.ANCHOR BOLTS AT 32"O.C. STRAPMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR A�j,: )BLOCKING AT 6"O.C. PROVIDE'V NOTCH IN BLOCKING TO PROVIDE A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNECTORAT MC K N I I= ADZ' UAI'E VENTILATION AS REQUIRED. BLOCKING T'U BE ATTACHED CORRECT PLACEMENT. - t Q THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE 1 DIAMETER A307 -- DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WAL11 W/(I)R13C i �, - - CONNECTOR. B. HEADERS 4'-1"AND LARGER RE UIRP.(2)JACK STUDS AT EACH END OF STEEL ANC 110R BOLTS WITH 3"x 3"x"PLATE WASI-IFRS WITH 7" .. ENGINEERING -- Q MINIMUM EMBEDMENT'INTO CONCRETE.THE I[EADER. "- 4.PROVIDE 2X BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS NI'THE - CONSULTANTS _ EDGE OF TI IE ROOF SHEATHING.ATTACH SHEAII-IING TO BLOCKING W/ C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OI' - 8d NAILS Af 6"O.C. RIDGE BLOCKING IS NOT'REQl1I1tED W14EN HEADER TO THE KING STUD ADJACENT TO T HE OPENING. __, 1279 MILLSTONE RD. SHEATHING IS KFFACHED DIREC"FLYTOA RIDGE:BOARD Olt STRUCTURAL - LEGEND: BREWSTER.MA D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF (774)353-2144 RIDGE'BEAM. THE WALL,WITH(3)TOd NAILS TO DOUBLE TOP PLATE AND(4)-I0d NAILS. • a_- - -- _ 'TO KING STUD. FOR CS 16 STRAP SIZE REFER TO NOTE'2"ABOVE FOR SHEARWALL CONSTRUCTION: - �-O SI-ICAI2WALL TYPE �FLOOR FRAMING CONNECTIONS: FI125'I'FLOOR HEADERS PROVIDE(I)CS I6 FROM L'ACH KING SfUU TO THE FIRST FLOOR RIM BOARD. FOR OS 16 STRAP SIZE REFER TO NOTE 4' 1,ALL SHEARWALLS TO HAVE DOUBT E TOP PI-NI"S AND DOUBLE 2X •" 1.PROVIDE 5 j'x 11 y"PARALLAMS UNDER ALL.INTERIOR SHEARWALLS ABOVE. STUDS NF EACH END OF WALL (UNLESS NOTED OTHERWISE) SHEARWALL GRIDLINE WIIEN"ITIE SHEARWALL IS PARAI L FL I'O TI IE FLOOR JOIST FRAMING O MA � � DIRECTION, IF CS 16 COIL STRAPS ARE SPECIFIED AS I IOLDDO WNS AT E.KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTI-D'ABOVE 2..FACE NAIL DOUBLE'"1'OP PLATES W/I6J NAILS A"f 16"O.C. USE(R)-16d THE END OF THE SHEARWALL,WRAP THE STRAP(S)AROUND THE 51j"x I I IS NOT REQUIRED WHERE A SHEARWALL,HOLDOWN IS ADJACENT TO THE NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. O SIEARWALL HOLDDOWN TYPE MAC END n OPENING. - F.SILLS FOR OPENINGS LESS TITAN 4'-0'WIDE REQUIRE I A23 CLIP AT -3.NAILING FOR PERFORATED SHEAKWALLS TO BF,CONTINUED ABOVE Q O AND BELOW ALL OPENINGS INSHEARWALL' ® SHEARWALL HOLDDOWN a:• THE BOTTOM OF THE SILL PLATE TO THE.KING STUD AT EACH END OF �'�•Q�GI ���'� •, THE SILL PLATE. FOR OPENINGS 4'-0'AND LARGER,PROVIDE(2)A23 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL WALL �. S TI� / CLIPS AT EACH END OF THE SILL PLNFE ON"THE TOP AND BO I_FOM OF - -"SHEARWALL ENDS WITH(2)16,1 NAILS AT G"O.C.FOR SECOND FLOOR THE SILL PLATE. a•��.s'- - SHEARWALLS AND(2)16d NAILS AT 4"O.C.STAGGERED FOR FIRST FLOOR -- ��Ok A • SHEARWALLS. - PLRFORAfESHL"ARWALL. CONTINUL"PLYWOOD ABOVE •y�r^' - - _ - -• AND BELOW OPENING WITH NAILING ACCORDING TO _ TO HOLDDOWN SCHEDULE FOR TIE DOWN AT' HEARW _ -5.REFER S S ALL _ .. SPECIFIED SHEARWALL TYPE. ' ENDS. JOBH: 13-233 SH ELT: _ X N OF KING AND JACK STUDS REQUIRED AT WALL OPENING DATE: 7/29/13 C 1 SCALE: NONE 1,10 N I M ER STUDS KING STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH BUILT-UP CORNER STUDS MODELNO. DIA. MIN.EMBED. MIN.REBAR LENGII-I , (PER PLAN) (NAIL PER�) (PER DrT•AIL.e) l SS"fBI6 5/8 I_%" 50" SST1316 5/8 12%y" 50" OPENING SSI'B20 5/8 16 8" 58" SS B20 5/8 16%y" 58" _ J�1 SST'B24 5/8 20%" 66" SS"fB24 5/8 20%" 66"CS 16 STRAP • -'""" I�(PER GSN) SSTB28 7/8 _ 24%" 74" SSTB28 7/8 24%' 74" - _ SST1334 7/8 28%n' 82" SSTB34 7/8 28/K' 82" SBIx30 1 24" 96" IIIJU I-iULDOWN SBIx30 1 24" 96"o - - FIDU HOEDOWN CS 16I - (PER STRAP • *NU'fE:tt4 REI3AI2'I' 13I3 'ENII�RI�I N FI I D WN AND �I F '' "I'1?121�D - FI f U C _JO O. O -NOTE:#4 RL 3A.12"fU 13.CLN .,. ON UL.DOWN AND (PI:R.GSN) - 1 I'IiREADIa)ILOU LOCH"I'13D 3""I'0 5"DOWN FROM TOP OF I'OUNI7A'I'ION WALL T'li ItEAUED ROD I.00A"I'117 3""PO 5"DOWN FROM'I'Ol'OI�FOUNDATION WAIa.. , - _ PER SIMPSON MANUFACTURER'S SPECIFICATIONS. PER SIMPSON MANUFACTURER'S SI'GCIPICA"PIONS. is Pl'S a L PER r 45" a _ 1'EIt GSN) 4. r� a a a a #4 REBAR" - SSTB HOLDUWN ANCHOR a a T ° CN W COUP LER. - #4 REBAR* ° DSP(I'ER GSN) _ ON'I'OI'OFIANCIIOIt� r - - �s-, SS"fl3 Ii OLDO WNANCHOR EDGE DIS fANCE ° 'y' a - - -- - - I- DIAGONAL IN CORNER--. 3 TO 5 a SIMPOSPSONTION IN WALL PER 1.75"FOR 2X4 WALL a AI'PLICAI'TON q #4 I2P13AR 3"1'U 5" #4 REBAR � _ U d a / - a a SIMPSON MANUPAC 1'(112ER'S 2 75"I'Oli 2X6 WALL /lJ,� '° CNW COUPLER � z ) - SILLANC PLATE J ° OSP ° SPL'CIPICA'1'IONS. - SILL PLATE - / - (NCIIOI2.130LT (PER GSN) ANCIIOR BOLT J °(PER GSN) Q (PI:R GSN) SSTB IiOLDOWN ANTI-TOR 4 nq14 EDGE DISTANCE ,_ • - ° - 1.75"FOR 2X4 WALL a ° a II MIN.REBAR LENGTH a MIN. " ''-.75"FOR 2X6 WALL -"° SSTB OLDOWNANCHOR REBAR - HOLD DOWN @ PLAN VIEW 2 , HOLD DOWN @ PLAN VIEW 5"MIN,' ti i-ID WINDOW OR DOOR OPEN \1jIM EXTERIOR BUILDING CORNER BUILT-UP CORNER STUDS MOD NO. DIA. MIN.EMBED. MIN.REIlAR LENGTH f (1'IiR UE'fA1L. I ) - - - «T SSTB16 5/8 12 8' so" 2x4 WALL " 2x6 WALL » - SS 11320 519 16%e" 58" - SSTB24• 5/8 20%' 66" 6"O.C. 4"O.C. 6x6 DOUG FIR POST' G.'O.C. 4"O.C. - p� SSTB28 7/8 24%" 74" U SSIB34 7/8 28%s" 8'_' ++ ++ i - + + + +p` - FIDUHOLDOWN SBlx30 - I 24" 'J6" — i-+ - + +-- +o - O z-- + i NOTE 114 REBAR TO BE CENTERED ON 1-LOLDOWN AND (� C41G S"I ItAI' }TOLD DOWN 1-FOLD DOWN - `(PER GSN) LOCATED 3"TO 5'DOWN FROM TOP OF FOUNDATION WALL. + _ + T1-112EADED ROD (PERPLAN) ++ ++ (PER PLAN) + {l + i:.;--; a PER SIMPSON MANUFACTURER'S SPECIFICATIONS. - MIN.REBAR - - • LTP5 94 REBAR' NO. REVISION/ISSUE DATE (PERGSN) '- PLAN VIEW ELEVATION VIEW ]'LAN VIEW _•� ELEVATION_VIEW ,I e r _ .h.Y1.h. NOTES: NOTES: _.... •,._. _ DSP(PER GSN) - a Z __ �j ° _ 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS L ATTACH S"IUDs AC BUILT-UP CORDER"fUGETIfER WITH(2)ROWS =_ 3 I O OF L6d(U.162"x 3 5")NAILS A•f 6"O.C.FOR 2ND STORY SI-1 EA RWA LLS. OF 16d(U.162'x 3.5')NAILS AT 6'U C.FOR 2ND STORYS}IEARWALLS.`" - #4 REBAR a EDGE DISTANCE - PROJECT ADDRESS: SILL PLA"fE 4 ° CNW COUI'1_ER ° 1,75"FOR 2X4 WALL 2.A'f'I'ACl-I STUDS AT BUILT"-UP CORNER"TOGETHER Wffl-1(2)ROWS 2.ATTACH STUDS A-T BUILT-UP CORNER'fOGETHER WITH(2)ROWS _ - -ANCHOR BOL"f- 4, 2.75"FOR 2X6 WALL `o OF 16d(0.162"x 3.5")NAILS AC 4"O.C.STAGGERED FOR 1 SI'STORY OF 16d'(0.162"x 3.5")NAILS ATA"O.C.STAGGERED FOR 1ST STORY - (1'EItGSN)' SSTB HOLDOWNANCIiOR. - - - 20 SPA ST^�"' SSTB HOLDOWN ANCHOR SI-IEARWALLS.. SHEARWALLS - - COT'UIT,MA ° (PLACE SSTB ARROW _ ONTOPOFANCHOR - - 3 HOLD DOWN @ DIAGONAL IN CORNER PLAN VIEW I BUILT-UP CORNER HD INTERIOR BUILDING CORNER APPLICATION)-, W FIEND OF SHEARWALL • ROOF SI-IEATHING ROOF SHEATHING - C•DGENAILING SI-TEAR WALL END POST ROOF RAFTER (NAIL PER ) I STA STRAP a 16"O.C. - -- 2X 13LOGKING I31Tf WEEN / PER PLAN 14P - - .• (PER GSN) _ RAFTERS(NOTCH FOR ROOF SI-IEAI'HING VENTILATION IF REQUIRED. - + REFER TO ARCHITECTURAL EDGE NAILING HDU HOLDOWN ° - •' _ , - PLANS FOR MORE INFO:) (PER PLAN) (7)-IOD NAILS - rJ EACH END f t +i_++ 1-+ +_I_++-F++ I I - U oo DOUBLE 2X"COP PLATE PARA.LCAM THREADED ROD y,A'• { ROOF RAFTER PER '1 (REFER (PER PLAN) M C K E N Z 1 E• _ 00 A PLAN. , SEGALTERNAI'h TO ARCHITECTURAL - ENGINEERING ItAF"fL'R DIMENSIONS AND SAVE = ROOF RA.TEI2 PER PLAN DETAILING) II2.5A(INSTALL L PRIOR T'O - CG�NSULT/>NTS BLOCKING AND PLYWOOD ZI .FLOW I'ERNA"I'E:A"I"I'(CI I OI'I'USING I2A F"I'ERS - *NOTE:DRILL HOLE FOR TFREADED RODSHEKI-HING)AL:PERNATE: 1279 MILLSTONE RD.RIDGE BEAM OR RIDGE BOARD DOUBLE 2XTOT'PLATE FI2A 2X STUD THROUGH PARALLAM AND ATTACH W/ BREWSTER,MAfli 2 x 4 COLLAR TIE As SHOWN. RIDGE i - STRAPS NOT REQUIRED VA IEN USING BEAM TSP(INSTALL PRIOR TO NUT AND 3X3X-y''PLATE WASHER (774)3 COLLARTIE, (11 SI-TOWN ON PLAN) RBC(INSTALL,PRIOR TO PLYWOOD SHEATHING) WALL.SHEATHING OR ON NOTE:NOT REQUIRED IF ` - TOP OF DOUBLE 2X TOP FI2A IS USED AT EVERY r.Zb PLATES,PROVIDE 90°BEND RAFTER. INTERIOR HOLD DOWN � ��. RF STRUCTURAL RIDGE BEAM RF RAFTER TO TOP PLATE TO BLOCKING) HD IN.FLOOR.FRAMING CKE�d�@� _ e �sSI0N At �� • .LOB#: 13-233 SHEET: - ~� ----'--' Y DATE: 7/29/13 S I� -- • SCALE: NONE OPTION#1 HEADER SIZE OD OE OF G L= 1'-0"TO4'-0" (1)LSTA 9 (I)SP4 PERKING (1)A23 (1)A23 (1)H8TOPBO'1-L'OM = OF EACH CRIPPLE STUD !i, © , R.(I)SSP NOTE:FOR 111 ADERS LocATED . L=4'_1 'TO 6'_0" (2)LSTA 9 (2)SP4 PER KING (1)A23 (2)A23 DIRt C I I Y BI I O W DOUBLE 1 OP (I)CS 16-(6)8D NAILS PLAILS STRAP IILADERTO _-- — - - _ O EACH END OF STRAP 11 1 1 1 1 11 / ' LSTA 12 1 SSP lol 16"WITH(4) IT WITI I(NAILS S j,=�'_]"'1'O 8'_0' (_) (_)SP4 PER KING PER EACH I KING STUD (I)A23 (2)A23 PER R E6 wrfn(4)ftD NAILS E E (SEE NO I L• 4) EACH END OF STILAP BEND r� \ (1)SSP STRAP RAP OVER TOP PLATES V 1 L=8'-1."TO 1 Ot0" (2)LSTA 15 (2)S1`1-I6 (1)A23 (2)A23 AS IiEQuIaED. _ PER.KING ALTERNYVIT:ATTACH EACH - HEADER(PER PLAN) (1)SSP R HEADER WITH L= 10'_1"TO 1�'_0" (2)ST2122 (2)SPHG PER KING (1)A23 (2)A23 II AFTER TO� �@ A > w O OPTI N#2 _ HEADER SIZE �A ® © OD uE uF © __ WINDOW/DOOR OPENING (1) CS 16 (1)SSP` - L= 1'-0"T04'-0° N'/(5)8D G (1)A23 (1)A23 (1)H8TOPBOTTOM PER EACH END OF EACI-I CRIPPLE STUD - (2)-CS 16 (1)SSY _ ,. - W/ 8D NOTE:FOR FMADERS LOCATED- C—' — L 4'-1."TO 6'-0" O PER KING (1)A23 (2)A23 DIRECTLY BELOW W DOUBLE TOP' !Noll EACII END (1)CS 16-(6)8D NAILS PLATES,STRAP HEADER TO y�-/� ��1' F ( r J (2)-CS IG SEE NOTE'3' (1)SSP EACH END OF STRAP TOP PLATES WITH(1)CS 16 _ 1 `./ C - /�\ L=6'-1"TO 8'-0" w/l6)8D PER KING PER EACH KING STUD (1)A23 (2)A23 PER 16"WITH(4)8D NAILS EACII END (SEE NOTE'4') EACH END Ol'STRAP BEND � O (2)-CS IG (1)SSP STRAP OVER IOI ELKI'LS '"" L=8'-VTO10'-0° w/(8)91) PERKING (1)A23 (2)A23 ASREQUIRE-1 EACH END - ALI'ERNATE AI IACI-I EACH - - SSP RAFTERTOHEADER WH'H - - - _ -1"TO 16'-0" (2)Sl 2122 (1) (I)A23 (�)A23 - . PER KING - ._ .. ... NO. REVISIONASSUE DATE .. NOTES: - ---- -- .._ .c �.r ----- ----- - -- I. HEADERS 4'-1 AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. _ D D 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACKED DIRECTLY TO 2X FRAMING MEMBERS. • - - 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) __ PROJECT ADDRESS: __- 7 4.STRAP NOT REQUIRED WI-I ERE SI IEARWALL IIOLDDOWN IS ADJACENT TO OPENING. 5. DETAIL,FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND-PIES NOT SHOWN FOR CLARITY- ` COTUIT.MA' - 2 FRAMING @ WINDOW AND DOOR OPENINGS I, mc11111KENZIE �,,. „s.•,,.,.o F ENGINEERING x CONSULTANTS ..........................................n... 1279 MILLSTONE RD. - -'- "..'° ",•,."'"O B-EWST'R.MA 774)351-2144 x,snvnvuvrnv[vsiurv[nc eennn[iuini�,liu>vveu - _. a.. e. .}- _ • __ itt OF d� MARK McKEN I co SIDE ELEVATION - - - OAF s�' T� �4��•' /� - J JOB#:13-233 SHEET: -_ ] APA PORTAL WALL DETAIL NO SCALE DATE: 7/29/13 S2 ' PW SCALE: NONE