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0012 SAWMILL ROAD - Health
12 SAW �1'1i 1�G KvOf A= —d 61 i, . , z 1 , s �> s^r .... ]r .-ham- i _ . .�0. I C.-. . P / . .1 : h .. y' n i� .'. (a 1. ,, h. 2 . . :_. ...,._ .. 11 ' _ . i TyJD, . 4 GDTi t% Gncs 3 g o 0. -. . . :.- .. . . . ._.. . z z 6 ' Jy r,.. . ... .. _. .i :.. . :..- j'. ` � �► . . D .::.. . .. ; "` Y ,�, d a, } I �� c, 0 �, - Dy ,, � �� . — � o.'. . - . r x� / . 5 b CJ r '/ ;. , /�j/. ? 1. ` LO - . w D�/./ - . / r' ,w 1 t _ f` .. s r _ :-. A - ,. �/ . z:. ` y /.._' ' 11 -. 0CXMICJA9 6/a5To�JS iILL:� ^� ,,_W.� F3 ;PE; . --r . 30 f � : I d ,,r . 1 .14E �SY.:'GERT7F?! TN-9-r T,194 . leg 31t-DlA fc .• �P� r '?4t. j l `GJ�/ OJl/ 7N1�:,-PGAJV: 15 Loe/9TE� Cr'`/ 7E o�� GEOR E cyo CA D> .H� .,5HOIJ�I/ NEZEpill ,-I 7'NA)7 /T toW . .r . . �o �Gz�JV FOQI�7 To.:TNT owl f�lc> �r� .l dN�T.C�UCTED . lS�A-'i t . �f`p /a 1, L/ ems. 1r!C , .. I. i !1 I/4 . l'`1 . 1A1 . STn2EET e_.?; 9. /FpS� , TROY WILLIAMS SEPTIC INSPECTIONS Certified by MA Department of Environmental Protection RECEIVED (508) 385-1300 39 Hummel Drive South Dennis, MA 02660 SEP 15 2000 TOWN HE�ALTH DEPT. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF.ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617)292-5500 TRUDY CORE Secretary ARGEO PAUL CELLUCCI DAVID B. STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: °� Ste.w .M I R Name of Owner Wi III Hq aY.,.l /oa t r i,lc, L u n d ti o I&" M a r s +h M l I 1 S Address of Owner: 1;2, .5�, M-.1 1 IZ d. Date of Inspection: 9/ 7 160 M�•�s a/LI M a . Name of Nape:(fie Print) Troy Miliams 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: Tro He In nectlona Meiling Address: 19 Hummel Drive. So. Dennis MA 02660 Telephone Number: (508) 385-1300 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The Inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: V//Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails 4upectors Signature: Date: `!/7/oo The System Inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS Although system meets the minimum requirements set forth by the Massachusetts Department of Environmental Protection,certification is not to be construed as a guarantee of future working condition of system,piping or components. This inspection represents the conditions of the system on the Date of Inspection noted above. revised 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(confirmed) Prop"Ad&"s: 12 Saw Mill Road,Marstons Mills,MA Owrw: Pat&Bill Lundholm Dace of PeC°Of1' September 7, 2000 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: 1 have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B. SYSTEM CONDITIONALLY PASSES: One or more system components as described in the "Conditional Pass" section need to be repl ad or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health, will pass. Indicate yes, no,or not determined(Y. N,or ND). Describe basis of determination in all instance . If "not determined", explain why not. The septic tank is metal,unless the owner or operator has provided the sy ern inspector with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twe (20)years prior to the date of the inspection;or the septic tank, whether or not metal, is cracked, structurally unsou , shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existin eptic tank is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static water ley observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distributio ox. The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are repla d obstruction is remov distribution box) availed or replaced The system required pumping re than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval the Board of Health): broke pipe(s) are replaced ob uction is removed revised 9/2/98 Page 2of11 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 12 Saw Mill Road,Marstons Mills,MA Property Address: .Pat&Bill Lundholm na P Se tember 7, 2000 I,upection: C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the syste is failing to protect the public health, safety and the environment. 11 SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 C 15.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SA AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a sat arsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH 1 D PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING W A MANNER THAT PROTECTS THE P BLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil sorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and oil absorption system and the SAS is within a Zone 1 of a public water supply well. The system has a septic tank d soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tan and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well nless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollut from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Metho used to determine distance (approximation not valid). 3) OTHER revised 9/2/98 Page 3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) 12 Saw Mill Road,Marston Mills,MA Pat&Bill Lundholm Property Address: September 7, 2000 Owner: Date of trupection: D. SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the following: I have determined that one or more of the following failure conditions exist as descr' ad in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to de rmine what will be necessary to correct the failure. .Yes No Backup of sewage into facility or system component due to an erloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the grou or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outl invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below' vert or available volume is less than 1/2 day flow. Required pumping more than 4 times in t last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. Any portion of the Soil Absorptio System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or rivy is within 100 feet of a.surface water supply or tributary to a surface water supply. Any portion of a cessp I or privy is within a Zone I of a public well. Any portion of a sspool or privy is within 50 feet of a private water supply well. Any portion a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptabl water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for colifor bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the following: The following criteria apply to large systems in addition to the criteria ove: The system serves a facility with a design flow of 10,000 gpd or reater(Large System)and the system is a significant threat to public health and safety and the environment because one or more o e following conditions exist: Yes No the system is within 400 feet of a surfac drinking water supply the system is within 200 feet of a utary to a surface drinking water supply the system Is located in a nit gen sensitive area(Interim Wellhead Protection Area=IWPA)or a mapped Zone 11 of a public water supply well) The owner or operator of any such syst shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further i ormation. revised 9/2/98 Page 4ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST 12 Saw Mill Road,Marston MillS,MA Property Address: Pat&Bill Lundholm Owner: September 7, 2000 Date of Inspection: Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Ye y No Pumping information was provided by the owner,occupant,or Board of Health. _ None of the system components have been pumped-for-at least two weeks and-the system has been•receivin -t ormal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this / inspection. As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non-sanitary or industrial waste flow. _ The site was inspected for signs of breakout. All system components, excluding the Soil Absorption System, have been located on the site. _ The septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions,depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: _ Existing information. For example,Plan at B.O.H. _ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable] / (15.302(3)(b)) �/ - - _ The facility owner(and occupants,if different from owner) were provided with information on the proper maintanauce of SubSurface Disposal Systems. revised 9/2/98 Page sofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 12 Saw Mill Road;Marstons Mills,MA Owner: Pat&Bill Lundholm Date of Inspection: September 7, 2000 FLOW CONDITIONS RESIDENTIAL: Design flow: t 10 g.p.d./bedroom. Number of bedrooms(design): Number of bedrooms(actual): .3 f a ;„ Lof�- Total DESIGN flow yya Number of current residents: Garbage grinder(yes or no): YjE S Laundry(separate system) (yes or no):/V0; If yes, separate inspection required Laundry system inspected (yes or no) Seasonal use(yes or no): No Water meter readings,if available(last two year's usage(gpd): ?9 `96,000 4 ti 11 co., s y8= $U�ooa�4/I Jh S Sump Pump(yes or no): Na Last date of occupancy: COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow: apd ( Based on 15.203) Basis of design flow Grease trap present:(yes or no) Industrial Waste Holding Tank present:(yes or no)_ -Non-sanitary waste discharged to the Title 5 system: (yes or not Water meter readings,if available: Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: / �fnN k �^u? bct,,. O�J wy�-s•� .��„ c.. rt4� 1�e 42 ti-,,-C o1 4-a'- System pumped as 'part toof inspection: (yes or no)No If yes, volume pumped: gallons Reason for pumping: TYPE OF SYSTEM _y Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records,if any) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components,date installed Hf known) and source of information: M S Amy/I t 5/1-2 3/Y6 Sewage odors detected when arriving at the site:(yes or no) N U revised 9/2/98 Page 6ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) ProWtY Address: 12 Saw Mjll Road,Marston Mjlls,MA Own": Pat&Bill Lundholm Dace_of Irtspectim: September 7, 2600 BUILDING SEWER: (Locate on site plan) Depth below grade: /8 — Material of construction:_cast iron Z 40 PVC_other(explain) Distance from private water supply well or suction line /V/A Diameter 9„„ Comments: (condition of joints, venting, evidence of leakage,etc.) , YL SEPTIC TANK: (locate on site plan) Depth below grade: � Material of construction: Vconcrete_metal_Fiberglass _Polyethylene_other(explain) If tank is metal,list age_ Is.age confirmed by Certificate of Compliance_(Yes/No) Dimensions: 7 'X I I /k' 6 I SOO /Id�, Sludge depth: 3 i1 �^ Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Worm. Distance from top of scum to top of outlet tee or baffle: /V0 Distance from bottom of scum to bottom of outlet tee or baffle: ,vu s c-vw. How dimensions were determined: r�r o 6 14, . Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structur&Hntegrity, evidence of leakage,etc.) Pt« T c r N 1 t c,.�4 Cj -c r< ct r- o v No e u 4 .n 7,— l (C-. .r t o r <(,Lt.,o.. G i./G.S dl J '> CA. GREASE TRAP: (locate on site plan) Depth.below grade:_ Material of construction:_concrete_metal_Fiberglass _Polyethylene_other plain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outl tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) revised 9/2/98 Poge7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(corrtiramd) Prop"Address: 12 Saw Mill Road,Marstons Mills,MA Owrw: Pat&Bill Lundholm Date of Irtspectiort: September 7, 2000 TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_Fiberglass_Polyethylene_other(expla' Dimensions: Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order:Yes_ No_ Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switch ,etc.) DISTRIBUTION BOX:, (locate on site plan) Depth of liquid level above outlet invert: GJ c Comments: (n a-if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.)_ )o - l?o,r L-./CA- ( c, 4-% C.H o,— cal c r Alo PUMP CHAMBER:_ flocate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances tc.) xx revised 9/2/98 Page 8ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(confined) Property Address: 12 Saw Mill Road,Marstons Mills,MA Owner• Pat&Bill Lundholm Date of Inspection: September 7, 2000 'SOIL ABSORPTION SYSTEM(SAS): (locate on site plan, if possible: excavation not required,location may be approximated by non-intrusive methods) If not located, explain: ♦t' , h er) h0 r1 LC.<S (w!� // /� 1 �,�� �Xf-�/n�� . ✓� �KL4 V0.�'v,� GJ�-I—�✓ �c.J� ( w�S�T c Q4 �0- :ti 4a) !J I T c, n A G6Vr � O r /JICA, �'f-N(/ A Ica t-✓ lwJ�'I'-c✓ IGJ.-I ti'I' -'�..a Type• I - y'x 6 p,} leaching pits, number: Oq ) _ � �x6, P 5�c)v+2 leaching chambers, number:_ leaching galleries,number:_ leaching trenches,number, length: leaching fields, number, dimensions: overflow cesspool,number:_ Alternative system: Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.) L%14,1 S C,t ro C l.c R t Li c tea',, ..a (.v a'l G I b w Wc.-+Lr u. } w. U ?0 P i 1 !T ' u. v��� c .� a c�ro 1 c (vir O✓ ry f e •p- .. dinC SPOOLS: w Y�1.� 0.� �+.� 'h•+�t (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, le of ponding, condition of vegetation, etc.) PRIVY:_ (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of poZcondition of vegetation, etc.) revised 9/2/98 Poge9ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address.Owner: ill 12 Saw M Road Marstills>MA on M Date of Irupection: Pat&Bill Lundholm September 7, 2000 SKETCH OF SEWAGE DISPOSAL SYSTEM. include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) - WAior I •h L I Sid e- . D&C- L _1 I 33 ' y 3 ' �SOO�Hh 9,7 3y' 33y i I w 3,s's fb . revised 9/2/98 Page 10ofII j SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(contin+ed) Property Address: 12 Saw Mill Road,Marstons Mills,MA Owner: Pat&Bill Lundholm Dace of Inspection: September 7, 2000 NRCS Report name 1111 Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep SITE EXAM Slope ✓ Surface water ✓ Check Cellar Shallow wells ''ll Estimated Depth to Groundwater rr��w9tFeet Please indicate all the methods used to determine High Groundwater Elevation: VObtained from Design Plans on record Observed Site lAbutting property, observation hole, basement sump etc.) ✓ Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators,installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) )1 Orl YI N t S,� 4.le S ilh P�4.h S �J1.�e..d hd (w t4✓ fS /vLw�}t.A d►� c. All c,�.s�rc.� � ✓y� �o, fcrec� r 4 -� oV�-Y 2V p�'� /7�C-J,. Jo 777JVN Lj a c ✓ / o �l L✓Lt-�� N - revised 9/2/98 Page 11of11 Lessor's office'.(1st floor) F THE T �' ssessor's map.and lot number /..:; SEPTIC SYSTEM MUST BE yo o�y Board�of Health (3rd floor): _`''iT TALLED IN COMPLIANCE Sewa a Permit number 9 -; .`� .:. ` WITH TITLE Z B9HS9TADLE, ' Engineering Department Ord floor): MENTAL CO E MQU "6 I>>�+�'� �N D 9�0 39• �0 House number ............................7�4f ../.. .... .? ........::.... `TCW1� REt�ULATb®NS APPLICATIONS PROCESSED 8:30 9:30 A.M. and 1:00.2:00 P:M.-only TOWN OF BARNSTABLE BUILDING INSPECTOR v, ^ 11 l TION FOR PERMIT TO .......:.. /1(1.1:.1.Ca.........:.....G .... .32..:...��. .,..................................... MYPOF CONSTRUCTION ......Wood......:. .. .. ------ ` ...............19--0 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accord,inng� to the following information: ` Location ....../?�.....J..q �?ni..&t..... D..........C.4..l. S ...... .l`�r�.... ...................................... ProposedUse ..........9.�>:I q;. .,(............. ............................................................................................................................... I ' � /� Zoning District ........ ..1...................... .. ..................Fire District ...:......17N... '.. '.....�.-Y......, .. ............. i� Name of Owner r 1 .........4LAvo.04 1,)..JAW.M. . E .... ....:................................ I 11 � Nameof Builder ....................................................................Address .................................................................................... i Name of Architect ....................................................Address i Numberof Rooms ..................................................................Foundation ......... V1 ....... .............:........... i Exterior ......C.l�t ,.('✓ .�. ................:.............................Roofing .............03.�/k?/, ......... LfA................... IFloors ................... .............................................Interior ..............................................................................:..... jHeating .................rlDley......................................................Plumbing ..........}r..W..L.. .......................................................... i ' Fireplace nA ..............':..................................Approximate Cost 40,0 ®V ( Definitive Plan Approved by Planning Board -------_------------------------19________. Area .... Diagram of Lot and Building with Dimensions Fee �D� ...................... .... ................. �e SUBJECT TO APPROVAL OF BOARD OF HEALTH `:� V l�?G.�j- C? Z..4,?C�c i t.;, t`E' �� -•�- {�"Y a v- rN, w 0 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS ,n/VA� I hereby agree to conform to all the Rules. and Regulations of the Town of Barnstable regarding the above construction. ! Name . .. .. :��. :. ................... Construction Supervisor's License :. .......... - �rovi .541 ,2oH� i 0 47 9�a s± +1 <<,7 E rip, �+-+►\ 1, �o° Ftp i l/ 6TEV15 HU�1?ootil . �G C��2T/F/ED PLOT FC.AN , t OCAT/OJV MA/2-65 To,A/5 ' M f LLS SGi9LE : L=-¢O" DATE ;ocTl98$ a2EFE�e��LcE LoT-36 FL. FLCCD ECAJE OF t S ,y�,eE�Y GERT1Ft! THAT T'HL. �eJ/�P9ltu ���P�� 51-/OWAI OAJ �/� Pt-A KJ 15 LOCATED MJ 7Ne o GEOR E G OU�IlD A6 5HoWAV NE,eEoAJ A&M T"AT /T LOw DO ES L-OBI/A-AS GbIVFop-M TO THE z7 y- , t1NE/V �oiV�T,eVCTED . (�� suCN " O GJ L�l E L L E f2, 1 rn c . ?i¢ 1U 6-r2Eer �. YAi2MOC�7 H, MASS . DATE �li 90•4 �, I a tit'�63 /T o �, ' 90 *` ro .>.vol� �E7,�-gyp'TB�SFs, _, �•// 4' '10 �1oWLY� � I i�1T,� o o4 lop J PRcPos)'cQ . 4 ,�-�;� a .M � N SITE, PLAN a Tt9� LOCUS: Q ARNEH. yGs �MA�S7'C.r� Mttl.$' �hfA`g(;, hlliaSS o OJ LA v L4T 31o1y - L:C.P. 3Q7 5 t 3 g2634� REF: do 11 c41p0 eivineerMl PREPARED FOFi -�0.1\t 312 1Tj Q1 FcrsrE� CIVIL'.ENGINEERS LAND SUf3 VEYORS - URVEYOR 1�rriaouth MA SCALE i DATE, L ION SEWAGE PERMIT NO. VILLAGE I N S T A LLER'S NAME a '' ADDRESS d U I L D E R OR 0 NER F M k" DATE PERMIT 1191i' ED DAT E C.OMPLIANCE ISSUED T�m �5 � _ c� torn �L 2'sxtox �S\ 6W gAl.. t 514+ i k .��•y� .t1i y. ,/fix\\ ! rµ^me^,- •t i � � t 111�bL*d Cf Health Town of Barnstable No, P.O. Box 534 ..so Hyann'S1rWq@FARWftK-AQ1DF MASSACHUSETTS BOARD 9F HEALTH Cow ...............OF....... ................................... Apphration for Dispoiial Workii Tonstrurtion ramit Application is hereby made for a Permit to Construct (N ' or Repair an Individual Sewage Disposal System at: .....................W.0 LL,..... ................................. .............................. .6......................................... Locati Addre o6i"Lot N ..... ...................... ......If....... Owner A(-.j A. ......................... n ...... ................. Installer Address U Type of Building Size Lot....+ 7j..j6&Sq. feet Dwelling—No. of Bedrooms..................f----11----------Expansion Attic Garbage Grinder 114 Other—Type of Building ............................ No. of persons....._......_...._...__.____ Showers Cafeteria Otherfixtures ........ ...................................................... ---- ------ .........**--------------------- Design Flow.............AM.......Z.......gallons per person per day. Total daily flow............44 .......... gallon p _ R$X Septic Tank—Liquid capacity.e4Agallons Length Width.e5_. _j"... Diameter---------------- D epth Disposal Trench—No........_ .._.. Width.................... Total Length..................... Total leaching area____--_---__ sq ft. Seepage Pit No.. .I ....... --ft. No.._______I.____-__------------ Diameter...../6......... Depth below inlet....... Total leaching area. ...... ..ST. z Other Distribution box (X) Dosing ta Aik , ". -�j ... .... ................ Percolation Test Results Performed V�b /C- Date._a6-n-1-0. -3:: Test Pit No. 1....K.Zn-minutes per inch Depth of Test Pit_.... Depth to ground water....&AX2�---- G14 Test Pit No. 2....<2—.-minutes per inch Depth of Test Pit...__ .. Depth to ground water--------- ------------------------------------------***......................................... ................................................ee. ... 0 Description of Soil............................................................. ....................................................................................................... .............................................................000 —------------- --------------------------------------------------------------------------------------------------------------- ....................................................................................................... Natu�eqof Repairs or Alterations—Answer V)Pken applicabl U njj,.�J� ...C�, I - �AZ_4..........C'.('3/.33-tf........................... t --- ............ Agreement: ff>e, --�w crve_—;�N P-b The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLI'LLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in Per 'o nti rtificate of Com is ce h sued by the PA rd o health. lt� � igned.. sr.------ ........................ .......................... C Date Application Approved By............. ........... ............j. ................................................................. 1-8........ Date Application Disapproved for the following reasons:................................................................................................................ ......................................................................................................................................................................................................... Date 91 Permit No............................................e-1.a.......... Issued....................................................... Date ----------- ---------------- Nu: FEz..... . ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........................ .........................__.OF.... / I, , , / (--- ................................ ...................... Appliration for Disposal Works Tonotrurtion "rmit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ..Y .......L ........ 7— ... . .... .......................................... .....................................................v............................................ Location-Addre sor Lot N ....... ...... ................. In ....W. ...... Owner ddress ........... ...... .......................................... .................................................................................................. Installer Address Pq U Type of Building Size Lot..... ...Sq. feet Dwelling—No. of Bedrooms.................7h......................Expansion Attic Gar)age Grinder Other—Type of Building ............................ No.. of persons............................ Showers Cafeteria aOther fixtures ........... < — , — -------------------------------*----------------------------------------------------------------------------***........*--------------- Design Flow.............It""';("y -..2. �-i,1V�j.................. ....gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity!_.c.. .gallons Length.L�..'1...... Width.........!..... Diameter................ Depth.....--:.._.:(. Disposal Trench—No. .................... Width..._........._...... Total Length___................. Total leaching area...................sq. f t. -ft. Seepage Pit No.........Z.......... Diameter.... .............. Depth below inlet....... ...ITotal leaching area-.....L�...!"5q:.. Z Other Distribution ibution box Dosing tank I'Percolation Test-Results Performo_&by.......4... ..i........ .. ..............r ..... Date.,_'..:...._---:-- Test Pit No. ................... I.........Minutes per inch Depth of Test Pit..........L-!...... Depth- to ground water--_ --------- 114 Test Pit No. 2...............minutes per inch Depth of Test Pit......... -------- Depth to ground water................... I...............................................................................I V 9 - 1, j....................................................... ........... 0 Description of Soil..............................................................:........................................................................................................ / UW .....................w...................................... '.�"' ' ---------------------- -----------------------------------------------------------I------------------ --------- W Z ............................................................................................................ --------------------------------------------------- ------------- U Nature of Repairs or Alterations—Answer V#1en applicable. njAC." C�...... ............�.tnq�--- V't Agreement: t 1A The undersigned agrees to install the afoiIi�described Individual Sewage Disposal System in accordance with the provisions of T I TLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in per ftgunt' rtifica�te f� Com Ili ce his-bratssued by the bkrd of health. -- ----------__-------- .......................... Date ApplicationApproved By..........S—N-1mc.,...................................................................... ......... ------ Date Application,Disapproved for the following reasons:............................................................................................................... ................................... .................................................................................................................................................................... Date PermitNo..------............................................... IssuedL....................................................... Date THE COMMONWEALTH,.QF MASSACHUSETTS BOARD OF HEALTH ..........................OF............. ................................ Trrtffiratp of Toutplittar r* JY123 0 L 9 1< THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (4--) or Repaired by------.f/k ......................................................................................................................................... Installer at.....1-01.......—Z.......... ....... ------------------------*------------------*------------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code a described in the application for Disposal Works Construction Permit ......... dated--- J-6; ---------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE._.... (-// 4 ... .................................. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS V I Qu BOARD OF HEALTH :FA5/ , &O_Zr ...........................................OF..................................................................................... N o..6_� 7 js�o FEE........................ l Permission is Hereby granted............ i,..... nev_ ............................. to Construct or�Repair n ivi u 7) an I d* 'd I S mwe Disposal System atNo----- ...........:��. ty.'. _k'.....4._��..............:.............................................................................................. Street as shown,on the application for Disposal Works Construction Permit No.1-F Dated,,__13/,V�:!:':�................. ................................................. Board of Health DATE......... 73........—..I .................................... 6FORM 1255 A. M. SULKIN, INC.. BOSTON LOW & WELLER, INC "Fiddler's Green Plaza" 714 Main Street, P.O. Box 119 Yarmouth Port, Massachusetts 02675 362-6868 362-8131 Registered: George Low, Jr., R.L.S. Land Surveyors A. Paul Simard, P.E. Professional Engineers William G. Weller, Consultant April 18, 1986 Board of Health Town of Barnstable Town Hall Hyannis, MA 02601 RE: Lot 366 Sawmill Road Marstons Mills Gentlemen: Please be advised that the sewage system for the above referenced lot was installed per the approved plan, except as noted on the attached plan. It was necessary to install one 4'x 6' leach pit instead of a 6'x 6' because of excavation problems. If you have any questions, please do not hesitate to contact us. Very truly yours, 2 Wil am G. Weller WGW;jlt Enc f/err =z6 � T S� �ce �z L obf ,Q $ 12 lip _ 20 26f- rC& `. / �C7<b rL eA Abi 2 31, y l i ti t t r t c i P zo 2-1 zz 23 t 2- l Io \ L r{ �CP 2.c( 3 2 �t� �r go mv" r LA g(A a IZO Z(poY 49 4 Q� n-4 lto Vr P(v 2 ( 2- y 0 E-I �ray 3o NOTE: ALL CALCULATIONS ARE DERIVED FROM DETAILS AND TABLES PROVIDED BY THE"WFCM"ENGINEERED DESIGN SECTION AND ARE NOT PRESCRIPTIVE. ALL DIMENSIONS MAY VARY FROM ACTUAL FIELD CONDITIONS AND SHOULD BE ADJUSTED AS NEEDED. 5OFFITFASCIA DETAIL TO .MATCH EXISITN6 NEW TRIPLE BOXED OUT WINDO77 r 11 /y a . LATTICE ENCLOSURE FOR UNDER STORAGE i r4 d. PROPOSED EXTERIOR0�! PROPOSED EXTERIOR t WINDOW TO BE REMOVED FOR NEW ¢ s + y ROOF CLEARANCE r , j°""��,�", d k s �"t ,.� �.'+�L���t � • �.ae, � � a";i �r t 1��� rz>r�'k, „` �°„'� �. e w,��"�:'r�`i'§����: �'� r.xe.y,,.," .$ 2^;"�.�„} `„ ,,„ ,, psi�.�•�,..� ^., � at�,tkS ""*'^--._'e"'"'.,..�,�n`8"`"°e°' ��'w , -:,, ., .. k,� „r,,o-�. —a�€ ,: ._ ,ram„,_ �,• �,�.� � �� 1 „LyN�'� v xta•�r s r`nS mod., nT a 4"�t+ , }� 1 k I �' X^`. x:'��" r -n,.�.;i•>**'f�r ,..s...+x ::.. ,� �A ,ns�.,.r:•_t;� a x .,.° ;. .,,,�5 :.-e,.. ..' w..�;,"�,' �� Y ��, �,,�� �u � „;v .��'.�,,-; �� �r .z.�" . �v�i f;,t;�• " ;: �,rs�,-�� �' �.:f��.,��xa , =,,z;.n�.,� ties:^., `di•> 3�x4'F'Sn".h Py� FU w J.:xA 'y ' <t.ry-. �r4 N4 t g7'�,5a`h' Rf.�n"& �.x#'o,,' '` .. c •gtn., x. �s "t t?>'.t,+ #:��`,°tt�. 3 av<a. ,.,c' _ a:+ 'ca' Avw°"' ' r <;v t` r . :. y;:." r. MCGUIRE 12 SAW MILL ROAD MARSTONS MILLS, MA PROPOSED INTERIOR Tire ELEVATIONS ct� EXISTING STRUCTURE Deatgnc Direc,m� - Drawn By Sml< DAM 1/4"=V Venue Drawry Na. 'b NOTE: 1 EXISTING GREENHOUSE SOLARIUM TO BE REMOVED AND REPLACED WITH oo a 3/23/14 of NEW 10'X 16'ROOM. CADF.I.N.— 4 r lattle 2 aseelal Nailing Schedule >Root.Fremiiiy =z�,'.;-ry r {r5�6.:• Yi�r,. .,L '.�ca''.ft r�..'e,MY ZR., I Bloeklnpto Rafter(Toe•ailed) 2 8d j .2-10tl each end J myna" se<may,rn o-, _.- .,, . let N 1 I Rim Board to Ratter(End nailed) 2 16d I..� 316d 1 each and seam cw "ce<xn a ire.. _ �V41d nE w c ,. .,P �`;C *y! r 4's i%.Ftx�ttl,,tc x Ira<ve ., mos- F.z z s d< .._ )a411 Framl!16,°, t, s,.-�sH'�d__...°, {r• •„t' fis{'a ", ,."` 1-z, ,:.A3 un,cam '..esrous Inals I.i. n rs Top Platea.at lmarsectlane(Face-nailed) - 4.18tl siBd at jolMe: J-^. stud to Stud(Face-Mled):' : 216d 218d 24 oc , wui di..--._—. wyD++e eee,eedoP_.m -i - Headerlolieader(Facsnalied) • >.. 18d k416tl ' +�78 oc:elong;edgee' 1 u I � i z do >q Joust to Sill Top Plate or order(Toemrmho;e)(Fig 14) r''. 4•Bd 4100 ,.I Pe Joist. ..... ._.. _ " �,,,,,I,a me cem> 1. z 3 vz -' - .. '.Blocking to,JMst(Toe•n411ed) ..1 ��,;., 2 Bd °��..- 2 1Gd ',.' IS each eritl � IT r,k _ .... " . td r+ "0 L 9 316tl t• 4-tlkl each block '.I .. ..,._ .. - Ea rw>'I ' Bbckmp ro•Sill or Top Ptate:(Tbe•nallgd) � I Lad er Strip 8eam,or Girder(Faee-nailed) aa:o S•180 t.^r T4160 w<4y-..Jln ead¢Jolat., %i r..�..... ..."-.. t ' / g aa; Joist on Letlgerte Beam(Loa nailed) .. '. 3 Btl 'f 33•ibtl I BantlJohn tp°JoLst(End-rafted)(Fig 1'4) . -Band Jolet io,SiBor ToP Plate(Tee naled){Fg 14) 15. 216d I5 316tl 'M per loot' -rl - .. e9' ' x ,. .-j -- .D' -•�'s"edf . ...__ .zH f Shaetlifn 4 . ";!: <e.<..w tV w _... eeo.el.ln.e.. a .. ..9'". ate. us•..,, _3 - .. ---`.,' --� tie: ..ea,rw u��. � ! e,w.as..exr +n'vei Wood Structural Petrels , I I mG ab eeUol� 1 natters or trusses spaced up to 16°O.C. 1 8d I 10d 6 edge!6"field 4 rafters or trusses spaced over 18"0.0. 8d tDtl I 4 edge 14f field i 9eme- e o.e rPx axala aa4,oee tax 1 gable endwall rake or rake truss w/o gable overhang I OffP. 10d a edge'!8'held ae<ee w°°s"mr,°°: m aa<ea w.swwee. 1 gable endwall take or rake was /structurali Btl .. tOd _ fi edge/6 field rw�e e.eei r-, F o-n ,. outlooks --. - ® O• o e.. ® O°. gable end all rake or rake truss /lookout blocks Bell g 10d 4 edge l4 field 17 CelBng Sheetlrirg ue i �"�!r 'y 1 j Gyp4um'1Nellboertl - 4 'Sd cbolem= :1 Tedge/.t il e'field'l •`. •-" W otl SiFucl6nal Panels I r t1; •"+'� ', °{ I studs apaied up ro 24 o C. r r'etl {,: 1 dtlJ 1 8 edge/12 fleid a 12°erld 28l9Y°Fibemoartl Panels # '� 8d1 ; 1 3 edge/e'.fiekl '-1/2 OypeuiiiWMlboard - •i 6d cDolere:s. :j T e,lge%70 ' Wood Sl cturel Pen Is -: ,-' ' I - •. . _1 .._ t o le _ Bd I 10d sedge/t'raid ¢ w WITH TRIPLE WINDOWOUT HEADER Damao<esF coot, ee- a c°r greeter then 1° I 11M I. 16d :y e"edge/e.laidOXED i Contusion resietem 11 gage reefing nails and 16 gage staples are Permitted,cheek IBC for additiorml regmrements. P.�Gm I!CC J RE i0.C.:•era.. 2C]c - Nails.Unlme otirmwtoe stated,alias given tar netts are common[vim s6ee.Box and pneumatic nape of equivalent 9'-0° 0' B'-0° ly:t"vm;:3ae nu?e.Tr•ni I.:II!i ,a.. j diameter and eceal or greater length to the aP..M d oemmon neat may be eubaf Uftd uM—olherillae prohmned. sval tre serves iol� we9 era'S4.:LLCenac!Csanr.:s i r..r .le° ... - .. i : ..-.. _ is ld IG seoaa !erd g,mreace aKe<ru a<o-,." tat N I arecea tt'a3 S.vcN: 7'lt j ®- e.r.....--.vn.-,s ere. O•`:an_ur I —T--fir— III I CLOSET r v CLOSET 3"OC GE AILING T, CAPTURE I I - IP PLATE 3"OC EDGE NAILIN LI (I I I EXI5TING STRUCTUR II �I 6°OC FIELD NAILIN f �' II II II 11 LI V� II 2X4 II n ll LI II II BLOCKING FLAT I•I I I ORIENTATION NAILED 3"OC LI I I I I PROPOSED FLOOR PLAN I I I.I I I LI I,I I it II IJ fI II Scale:1/4"= r-0" 3"OC NAILING STAGGERED TO I I'I j) I la•adaerhe ring CAPTURE RIM AND SILL I I I I I I,I I.I 6"OC IN FIELD I I 12 SAW MILK ROAD I I --�—�-- 3"OC NAILING STAGGERED TO ------ MARSTONS MILLS, MA CAPTURE RIM AND SILL 11 I I I !I I Dre»irg rna 1L"-- —= ---�---�- -- FIRST FLOOR PLAN SHEARWALL NAILING DETAIL5 Daeig— Dlnacter HORIZONTAL SHEARWALL NAIL By ING DETAILS 5�1e 1/2"= 1' DAM 1/4"=1' UON C) Vewe Drawing Ha Dare 2 3/23/14 of caD Fna Hmaa 4 1 314"X it 7/81-Lvi_5TAUC rURAL RIDGE H2.5A CUP TYP. OPTIONAL NG.TQUCTURAL4XB xll1111 STRUCTURAL RIDGE uO UOUsLAS FIR BEAM AS COLLAR TIE Mac 2 X 10 M 5PF JOISTS W CC el T 1 L14-..l I RAPIERS."P11.BEAM TO ALLOW FOR P38 INS, AC6 POST CA UK 2X6 TOP PLATE SIMPSON H23A HURRICANE CUP 0 EACH RAFTER 20?_:S UPLIFT RESISTANCE REQUIRED IN OESIgN 06 PT KNEE BRACE 53 L.5 PROVIDED B! ROOF FRAMING -------------------------A TWO lie X 6-GALV. BOLTS AT EACH 21 INS 6X�PT PO5T---_J CONNECTION OF ANGLE BRACE �I/e 6W8 FRONT SECTION DETAIL FINISHED FLOOR 790 3/-I&&SUB-FLOOR 2XIO KO 5PF JOISTS e 16"OC 30 INS. 2XIO XD 5PF JOISTS 0 16-OC �SIMPSON H2.5A HURRICANE 14— CUP 0 EACH JOIST 1/2'PT PLYWOOD UNDER DECK SIMPSON H26A HURRTCANE CLIP Q EACH JOIST 5 1/4 X 117/8 PTPARA-LAM BEAM 51/,rXllT/8'PTPARAUAM BEAM _� SIMPSON—P057 CAP A-ACHEU WITH lfU NAIL5 T PROVIDE NECESSARY VPLIFTRESI5TANCE. ———————— 75 LRS PROVIDED 36 LBSREQUIaFb ORL 2XI0 MSPF ENO BEAM E?EACHEND--\ ' 2 00 6X6 PT POST uY SONG-rusE ON 2,B16FOOT SIMPSON ABV66 POST BASE. UPLIFT VALUE OF 736 LBS INTERPOLATED FROM TABLE 2.2A(,,,15)'ENGINEERED OE5.1—' SECTION OF THE'WFCN7 PER CODE. 2300 LB5 PRO OM WITH BOLTED CONNECTION w ON ABU66. Figure 20:Lag Screw Requirements 2XIO LEDCM BOARD FASTENED ][��XIO J015T s must Ee hat —----------�10"50�.TU5E ON 2,l' PER DETAILS THIS PAGE ANiiERS TYP. screw,nu,st Penetrate i bon band b... FLOOR FRAMING (no lh.ads) 11-0h Lag screw installation requirements:-Each. lag raw The threaded portion ofthe tag screw shall be inserted tioWs: -LAG ) i"fl� shall have pilot holes drilled as to into the pilot hole by turning,DO NOT DRIVE diameter ho a in the ledger b6ard,2).Arill 0l," SCREWS WITH A HAMMER.Use soap or a wood- SIDE SECTION DETAIL diameter hole into the band board of the existing house. compatible lubricant as required to facilitate tightening. Do NOT DRILL A VV DIAMETER HOLE INTO THE Each tag screw shall be thoroughly tightened(snug but BAND BOARD. not over-tightened to avoid wood damage). LEDGER BOARD FASTENERS. with'A"lag screws or,bolts with washers per Table 5 and Deck ledger connection tolland joist.The connection Figure 19(see MINIMUM REQUIREMENTS).Only exterior sheathing a-- guts 19-ledger Board Fastener Spacing and Clearances between a deck ledger and a 2-inch nominal bandjoist those fasteners noted below are permitted.LEAD existing stud wall remove siding at ledger hewing on a sit]plate or wall plate shall bo constructed ANCHORS ARE PROHIBITED. prior to installation typical P—d—,Thl, Table 5.Fastener Spacing fora Southern Pine,Douglas Fir-Larch,or Hem-Fir Deck Ledger and a 2-inch MCGUIRE existing 2x band joist continuous flashing Nominal Solid-Sawn Spruce-Pine-Fir'Band Joist or V minimum with drip edge (Deck Live Load=40)Sf,Deck Dead Load z 10 psWA 12 SAW MILL ROAD SCL or LVL ypDal ln2mwm Joist Spun W-urand 61-11" 81-1 1 14'- _�) '0."to 10'-VtD .1" less 1 1 - 1WLo!. MARSTONS MILLS,MA band joist deck joist connection Details on 41 2-4 of r Fasteners" r,.,. tag screw.thru-bolt,anchor 3(r 23" 8" 15., 1 13" it- 10" 0,omr,This with washer X"diameter bait with 3(Y. STRUCTURALS 30" 2, length shall he Wdiameter bolt with tecturrar�s reepirmlendatlow.All anchors 39' 29 4 1 1/2"diameter lag M-Bolts diameter of"A".Minim=embedaund 14" 21" 18" 2x..--- screws or ru-bolts shall have a minimum diameter ol"A".Pilot perthergarm falladaraffitibeathingand 36" wood 1-joist, through-bolts with las for thru-bolts shall be`/v"to 9/16"in diameter. most have washers. A* nit rutty extend a or MPCVIT washers hu-bolts require washers at the bolt hand and nut. The between the face of the ledger Wand and Face of the wall St..thing shall be 16'. rm Lae S� Ledgers 111, liked to prevent water from contacting the house band joist(see Figures 14,15,and 16). joist hanger gpznrfon and Adhesive An Lag screws shalt have a minimum diameter of A"(see =fand[pits halt 0 staggered perpigure 19. bBy S-k existing----------a— e approved expansion or adhesive muclan when MINIMUM REQUIREMENTS).Lag Screws maybe Deck ledgers shall be minimum 2.8 pressure-preservative-freaked No.2 grade lumber,�other ppm,nd materials as s,stablishad! DAM 1/4"W UON 2x ledger board;must be greater used only when the field conditions ouniggin to those by.10nd rd engineering practice. foundation Wail aching a ledger board too concrete or.sofid masonry When solld-sawn deck issigens am attached to engineered wood products(Muctural composite b—'r, than or equal to the depth of the joist d!as shown in Figure 15 or a hollo%v masonry wait shown in Figure 14.See Figure 20 for lag Sam w I..I--Van—lumber),Me ledger attachment shall be designed 1,4=manm with accepted anginsering a th a grouted call as shown in Figure 16.Expansion and shank requirements.All lag screws shall b so hunpar rl 3 practice. laminated venewr lumber Him board shall be permitted in lieu of the 2-nominal band Joist. Done d adhesive anchor bolts shall have a rainimum with washers. A minimum vx9vi"Douglas fi,larch wood structural panel sheathing,gypsum eathIN not exceeding—Inch tlhi.kn—shell be permitted. 3/23/14 Of f==I:r.r=r=m h The maximum distance between the the loce of the band joist shall be one Inch. F.Ins Fastenar spacing also applies to—them)pine,Douglas ffr-Ismin,and hem-fir band Joists. Nwre 4 t M6MBER REMRT Lave{Fbu:F4N Hseni GASSED t l F O R T E- MeneaR REPoaT Lwd Fka:Javf PASSED �.e iI ®R T E 2 plece(s)2 x 10 SpNCa-Plr Fir No.1/Na 2 1 piece(s)2 x 10 Spruce-PiNe-Flr Na 1 1�•2®16"OC A` Overall LO[gN:1D Wafbll LOn lik IV 4 ^ . � ' f a fE I a•"I )able 9.Well Openings-Neadare In Non-lnadbearinp Walls(contineed) © U(raier Span(ft) ggbber if - allmmmewmeemmfmmmt apnea radm3 Pecmt(r mtu:wweean).maun----mmw, aol«mwewn:tem.m aomuc wsx reeerldtmcmtttm la<emxw ena}sa am�wmx e.pomp. Uplift(@.)' Literal Qb.) FIIIFNaI Studs n rmisuuea: ue.m Imrle tw tua[�4mtk"Ic.rtu"1[ nu,�t.r nResWb ..aw etmum uore n.wn Lma,ro.m"wmfr+m°) Tlt.:am ]480981 J 1.W Rtrtm E4% - OD♦ +0.144 MmDer RNmm ZA®9B 9ifi 1 W i9% "A SAD+I.OL 9m m 1036®Stl Lf 'm3BR P�1]CA tt4 1.O Dx014x+0]54 N[ aemeuP emewx 9®0t 258®Y Y lM9 V�30% W 1A D+101 N1 ��'°u^'"'�^� Honlm[R90f) 2651 5413/I6' 3948 Pmm 6]% 115 1.0 Da0.]SL+AR6 BNsmrau®t xwrvt Rib S60DSBt 4' lal3 PffiM ID% S.OD+tAL Nt exmgrwm:am 2 � _ 1 2%4(fl0t)_ 1 fi0 132 LNe lam 40,m 0.052&9'SIN• eb DaffiG - .OD+0.]S1+0.]SS oaP rmrmmet:em ueLaml Derr.n awe'S51 a. W LOD+I.Ot Nt N°S"mm^"°mD'"m TOml wm lkfl.m D.tx6 S85 6' 0.4ID Pmtm l/838 - lAD+0.]SL+0.]85 TOelum OdL O.OSJ 8'63 6 0.9ID amsm - L Nt ) � 3 1_2z4(flat) 2 90 196 xw:allnea.enlla+m nrm^a x/a Wa I- - 4 1 2 120 264 weN(w):Nramrrmme.mx remmmwte.lmmnse ur a.wa9 emmmawxe Raw.oxlrme ax araamtal l.mxowm.w Nnxua, (xvJeN�enla/xm} 5 1•Zx4(bet)' 3 150 330 emar::evxmmxlawmmm,ly medb. e,WOa:me.nmmma per(mR.m mmmlmwh.trxmxs'et/i'arvb.bmmmm,ns xepvm.bm.rtxia pw4mmeemm�l � .acemn=mexne..m er.ea,am xam.ml.m.w. mem� ar.�mre.mn. rrmMlra,mam.o-xrr,mmre eiam.ama. � 6 _�1-2x8(flat) � 3 180 398 temmwm.wae.e,a am m�' � .ea.m:Pt twb.mNppm(e.l pxtrm r.ammmwlre. ' 7 j 1-2x6(flat) 3 210 482 suppwb Ne. R.9Nre = attaon termz,m..mm.) t— a 1 1-2.6(Nat)--I 240 528 a.n N°r rml —_ x-xara one uw sElvm xrge• Lau' tm s. 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(a m) It , lu _ uearoxF3 WxW1. umm0'eFl Pbttlbet Ndo Poo M P3Psse0 mettOet lbW w [tr�tnmts (x�a,emw.,<wms:.�..:wM Noem wrwwa>ema�mw emlm.mt.mxwwmma mtPemm.tNm.. maxa ,.ar.x..l�'a"'wemmxm cNmxw as �aa��.xrm..mare.N�aNsm�mxm",;..m�xw�a.wm„mm.u`:.� mm w.mmwn�.a mu�...m,r..,.m'>wtmme..a«.. r .px.a..omtr..aemux�ml:. �.md:esa.e." em.wr mlm.Pram xwrrl�:xlmwr.aemarm.>nmxm waw.[m I��.wrmwwl��aearlr Nmermt evaM wra.mbao.,em.ei.mm"' x,aea�m.d:nx ml�x"xw.amm emymtre,amxnrmm wxwr.ntlwm+b"Imm bo w+edbrom sods.ow.m m.mxwmtmonb�'m"wneda�,+u.�wY.vr�iuWw"Je.at xuFal,..�nWe'm'4tli6�mwhmMero.m'�im.m . m:amf mw0. t.oanxmmx rHeWP m.emmmurmyw:tmmubn e.m la a Openings ea ers n oa a a -- 1 .._._.. _ r _-__._.._.—. 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