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Home My WebLink About0092 OST.-W.BARN. RD - Health 92 as, 044 Ost. i i I i M, PROPOSED rARAGF gay CIA PERMITTED GARAGE N 17°3322"E _�—_._ --=------------- ----- 1 ----------------259.00 - - �- 24,01 _ AP 12.0-44 . 10.8'+ \(58, 141 \5F - CALC) \ o M5T. GARA \ _ BE RAZED) 9 <v l \I n O O \\ N iN PROPOSED DRIVEWAY DECKS, \94 No. 9.2 \ \ I WD. FR. BIT. k CONC. /p0`\ DRIVE ' \ I - - - _ R = 1 1 8 .GG' (CALC) 1. N21°59'37"E 05TERVILLE - WEST DARN5TADLE RD. . (PUBLIC - 50' WIDE) I HEREBY CERTIFY THAT, TO THE BEST Of MY KNOWLEDGE, AND IN MY PROFESSIONAL OPINION, THE LOCATION OF THE ' PROPOSED ADDITION., AS.SHOWN HEREON, CONFORMS WITH THE HORIZONTAL SETBACK REQUIREMENTS OF THE ZONING BY=LAW OF THE TOWN OF BARNSTABLE. rev. DATE: I I AUG]5 SITE PLAN JOB NO.: 131 I 1 IN -DATE: 23SEP 1:3 BAKNSTABLE (05TERVILLE) MA SCALE: ,' - 50 PREPARED FOR � oT 44S . OWEST REALTY TRUST g. RICJARD HOOD rlchard j. hood, P15 No. 35031 ,o F land surveyors - engineers s O,y� S 12 settlers.path - sandwich - ma 02563 LAQ Ph /Fax: 508.833.71 00 0 +Ike j�. PERMITTED GARAGE . N 17"33'22"E -------------------------- _ — �' 20 -- 4. 8B� AP -- 12 0-44 ---�58 14 I —5F - CA�LQ p o m \ W EXIST. GARAGE-- _ �p z �f0 BE RAZED) o o i o o Fdl—�� PROPOSED.DRIVEWAY \ Ico / No. 92 ` 11 STY. WD. FR. BIT. CONC./ DRIVE 118G.GG' I 239.34! L 13 L4 (CALL) 1. N�37 E � 05TERVI LLE WEST BARN5TABLE RD. (PUBLIC - 50' WIDE) I HEREBY CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE,, AND IN'MY-PROFESSIONAL OPINION--THE LOCATION OF THE PROPOSED ADDITION, AS SHOWN HEREON, CONFORMS WITH THE HORIZONTAL SETBACK REQUIREMENTS OF THE ZONING BY-LAW OF THE TOWN;OF.BARNSTABLE. rev. DATE: 1 ►AUG I-5 _ - 51TE PLAN JOB No.: 131 1 1 IN DATE::235EP l 3 DAKN 5TAD LE (05TERV1 LLE) M A SCALE: 1 = 50' PREPARED FOR 0 OWEST REALTY TRU5T off'`` RICHARJ. Q `ems o rlchard j. hood, pis I 000 land surveyors - engineers 12 settlers path - sandwich - ma 025G3 LAND Ph / Fax: 506.833.7100 APN. 1 :20* �4 {55 s 141 ±51= - CALC} o. 105' 184.08 10.8 �4.cyt w ' GO V+.. GARAGE P ) i o cm FENCE Ot coNGI ! SHED 1: 25'S4t Back' 19 3.34' N2.1°59`37"E 05TFPV1 LLE Wf5T DARNSTABLE .kD.: . (PUBUC -:5a' WIDE) " Job I ru ss I ype Qty Ply 92 W.Barnstable Rd.,Osterville,MA 130424OR01 500 FINK 49 1 Job Reference(optional) 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Aug 06 18:09:32 2015 Page 1 I D:Zjlnr2vgeuNhfYcJOd6K9gyz WBo-K6VM 19jZwAB873M U Wo2tgYSL83oGE8oL90 DA91yge 1 v 1-11A 6-11-12 13.6-0 2l o- 25.0-8 27-0-0 1111-8 + 6-6-4 6-64 5-04 1-11-0 Scale=1:53.5 46= 7.00 12 14 15 9 y" 3x6 1 31 5 1 4 t 10 13 4 5x8= 16 46 J 2 6 cn 1 11 9 7 5 x 6; 5x6 Z o ( 3x4= 12 3.50 12 8 3x4= 5x6= 5x6= 1-6-0 111 6 8-1 1-12 13-6-0 20-0-4 25-0-8 2-6027-0-0 1-8-0 S 5-0-4 &6r 4 6-6-4 5-0-4 5- 1-60 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DO 1.15 TC 0.73 Vert(LL) -0.12 10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(TL) -0.29 9-10 >946 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.18 8 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:106lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pul1ins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 12=135010-5-8 (min.0-2-2),8=1350/0-5-8 (min.0-2-2) Max Horz 12=-189(LC 6) Max Upliftl2=-178(LC 8),8=-127(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-2123/227,3-13=-1936/251,3-14=-1838/207,4-14=-1696/225,4-15=-1696/225,' 5-15=-1838/207,5-16=-1936/251,6-16=-2123/227 BOT CHORD 10-11=-119/1845,9-10=-119/1845 WEBS 4-10=-27/1218,5-10=-420/164,3-10=-420/163,3-11=-305/131,2-1 1=-218/1920, 2-12=-1230/260,5-9=-305/131,6-9=-218/1920,6-8=-1230/260 NOTES- (9) 1)Unbalanced roof live loads have been considere d for this design. 2)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;6=48ft;L=27ft;eave=oft: Cat.11,Exp B,enclosed,MW FRS(all heights)and C-C Exterior(2)0-0-0 to 3-0-0,Interior;l)3-0-0 to 10-6-0,Exterior(2)10-6-0 to 1 3-6-0,Interior(1)16-6-0 to 24-0-0 zone; cantilever left and right ex posed;end vertical left and right ex posed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom, chord live load nonconcurrent w ith any other live loads. 4)'This truss has been designed for a liv a load of 20,Opsf on the bottom chord in all areas wher e a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto m chord and any other members. 5)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to,bearing walls due to UP LIFT atjt(s)12 and 8.This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in acc ordance with the 20 091International R esidential Code sections R50 2.11.1 and R 802.10.2 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreak s including heels"M ember end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 yr. Job Truss russ ype Qty PlyJ . 92 W.Barnstable Rd.,Osterville,MA 1304240R01 501 GABLE 2 1 Job Reference(optional) 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Aug 06 18:09:35 2015 Page 1 ID:Zjlnr2vgeuNhfYcJQd6K9gyzWBo-khBVgBmSD5Wj_X43CwcaSA40KGw?RbinrNSgm4yge1 s 13-6-0 27-0-0 13 5-0 + 13-6-0 44'= _ Scale=1:57.8 8 II 2x4 II 7 9 7.00 12 it 32 33 2x4 II 5 10 A%1• II 2x4 11 5 11 IIITS 2x4 II 4 12 ob II 2x4 II 3 23 13 34 II 31 24 5x6= 22 2x4 II 25 2x4 11 2x4 11 21 14 1 26 2x4 11 2x4 II 20 1 15 27 2x4 II 2x4 11 19 ]qq? oA A A A A A A A A A A A I I A A A A A A A Ad 3x4= 3x4= 3029 28 2x4 11 3.50 12 2x4 II 18 1716 3x4= 2x4 11 2x4 11 3x4= 2x4 II 2x4 11 1-601118 13-6-0 250-8 1 27-0-0 1-60 -S 11-6-8 11-6-8 1-11-8 Plate Offsets(X Y)-- [17:0-2-0 0-0-9] [29:0-2-0 0-0-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DO 1.15 TC 0.09 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 16 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:104lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD. Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 24-0-0. (lb)- Max Horz 30=-189(LC 6) Max Uplift All uplift 100 lb or less at joint(s)23,24,25, 26,27,28,22,21,20,19,18 ex cept 29= 132(LC 7), 17=-137(LC 6),30=-1 82(LC 6),16=-1 18(LC 7) Max Grav All reactions 250 lb or less at joi nt(s)29,23,17,24,25,26,27,28, 22,21,20,19,18 ex cept 30=316(LC 12),16=316(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (12) 1)Unbalanced roof live loads have been considere d for this design. 2)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=48ft,L=27ft;eave=4ft; Cat.II;Exp B;enclosed;MW FRS(all heights)and C-C Exterior(2)0-0-0 to 3-0-0,1nterior(1)3-0-0 to 10-6-0,Exterior(2)10-6-0 to 1 3-6-0,1nterior(1)16-6-0 to 24-0-0 zone; cantilever left and right ex posed;end vertical left and right ex posed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss oni y. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs s paced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent w ith any other live loads. 6)'This truss has been designed for a liv a load of 20.0psf on the bottom chord in all areas wher e a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto m chord and any other members. 7)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capabl a of withstanding 100 lb uplift at joint(s)23,24,25,26,27, 28,22,21,20,19, 18 ex cept(jt=lb)29=132,17=137,30=182,16=118. 9)Non Standard bearing condition. Review required. 10)This truss is designed in acc ordance with the 20 09 International Residential Code sections R50 2.11.1 and R 802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreak s including heels"M ember end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i ` Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State _ Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information ' on the computer, use only the tab 1. Inspector: key to move your cursor-do not Chad Hathaway use the return Name of Inspector key. H.P.S. Company Name P.O.Box 151 Company Address Forestdale Ma 02644 City/Town State Zip Code 774-274-2581 12866 Telephone Number ' License Number ' B. Certification 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 the inspection. The inspection was performed based on my training and experience in the proper,function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system.- Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 'f / 5/7/13 Insp or's Signature Date The system inspector shall submi copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 da of completing this inspection. If the system is a shared system or has a design flow of 10,000 d or greater, the inspector and the system owner shall submit the . report to the appropriate onal office of the DEP. The original should be sent to the system owner and copies sent to the yer, If applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•11/10 Title 5 Official Inspec' n tFS4ubsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M ,.a'' 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date.of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: # ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Tank in good conditon tees in place Dbox no cracks or leaks no carry overs. leach pit 1 has 15" of reserve cap. between existing level and invert pipe B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. y ❑ Y ❑ N ❑ ND (Explain below): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System;•,Page 2 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ' ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑.Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water, - ❑ Cesspool or privy is within 50 feet.of a bordering vegetated wetland or a salt marsh t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts L W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption 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 SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No El ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6° below invert or available volume is less than Y2 day flow t5ins•1111n Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M ay 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ . ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a_cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or.privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving.a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails: I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to•15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section.E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System P6ge.5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system,components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ . Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and `occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System.Page 6 of 17 r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑. Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ .Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: - t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 f Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is Osterville Ma. 5/7/13 required for every _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: none Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? — Reason for pumping: Type of System: ® 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) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1987 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 2' Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): 20+ Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1.5'feet Material of construction: ® concrete. ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gal. 3" Sludge depth: . t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is Osteryille Ma. 5/7/13 required for every _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of.sludge to bottom of outlet tee or baffle 34" Scum thickness 4 Distance from top of scum to top of outlet tee or baffle 12" Distance from bottom of scum to bottom of outlet tee or baffle 5" How were dimensions determined? sludge judge tape Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert; evidence of leakage, etc.): pump every 2 years for maint. to protect leaching from carry overs. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other.(explain): 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: Date t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below,grade: Material of construction: ❑ concrete ❑ metal '❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow:, gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes . ❑ No. t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): no carry overs no cracks no leaks Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: i ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: ' pit 1 has 15 inches of reserve t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Ostervllle Ma. 5/7/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 2 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: — Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Cesspools (cesspool must be pumped as part of inspection) (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 ❑ Yes ❑ No.. t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osteryille Ma. 5/7/13 page. City[Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level 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 ponding, condition of vegetation, etc.): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments cwM 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ® drawing attached separately f t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 20+ feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record - If checked date of designIan reviewed: ' p Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: online topo maps You must describe how you established the high ground water elevation: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11/10 Title 5 Official Inspection.Form:Subsurface Sewage Disposal System•Page 16 of 17 P Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 92 Osterville West Barnstable Rd. Property Address Flick Owner Owner's Name information is required for every Osterville Ma. 5/7/13 page. Cityfrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 ,�10.. ........ Ju Fps ...20.:00:.... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Town:.... OF............B..........arnstable.............I...... Allp iration for Dispoiiai Works Tonstrurtiun rnmit Application is hereby made for a Permit to Construct ( ) or Repair (x ) an Individual Sewage Disposal System at:, ,o< U_ .._9. ..lee e_.Road 0 A..t e ry 111 e ....................................... - ocation-Address or Lot No. I!�rs-r._-John:Ba�r�oza Owner Address Installer Address Q Type of Buildin Size Lot............................Sq. feet Dwelling No. of Bedrooms.....................__.........._..........Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures -------------------------------• . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. C4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No- -------------------- Width--------------------- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-� Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. I________________minutes per inch Depth of Test Pit.................... Depth to ground water_.___-_____-_-__-_-__--. f� Test.Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------------------------------------•----------•-------.........._._..------•-•----•---......---......................................................... 0 Description of Soil.................................................land........................................................................................................... x W -------- --------- ---- --------- =------ UNature of:Repairs or Alterations—Answer when applicable____1-- 1000 �a110n tan1� l 1000 6:11onY pi-t®------------------------------------ ----------------------------•---•--•---------------•-------•------------------•---..............--------•---------------------------•--------.......................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'T'_T a. 5 of the State Sanitary Code—The undersigned further a rees not to place the system in operation until a Certificate of Compliance has b en issue by e bo d of health. Sine ------• .. .. . •--------------• --9 a.318.7........_.... Application Approved BY ----- /� ---------- Date Application Disapproved for the following reasons----------------•--......---...................................................................................... -------------------------------•-••••-----......------------..............._..-----------.....:---------•--..........----------------------------•------------------------------------------•--....----- Date Permit No.... ..� -1-•----........ Issued......__.... _ . ..• ate y THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M AC DATA THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH r, ;rtt. • L. Lt- ......::... ........ .._................OF............... ..................-.................. ..... AppfirFation for Disposal Works Tonstrurtion rrntit Application is hereby made for a Permit to Construct ( ) or Repair (f ) an Individual Sewage Disposal System at: yd cr' r�.� � .,L. l' t�'� Jct r'� i 1y ------.................:.....................•...._...................................... ................................................................................................. y r r Locaflon-Address - or Lot No. Y'� ' 1 r' • a �-...i. W �. '.t •t.` Owner Address _.. .'.......... ......__....•--••"•••---••-•.:....................•- G •....----•-•'•------•----•----..._..._._..... Installer Address t3l Type of Building Size Lot............................Sq. feet U Dwelling--' No. of Bedrooms.................`_..........__-•-_------•---Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ------------------------•----------------------•-•--..-•------•-•-••••-••-•-----•----------------•---•--••••••-••---••-••-•...........•--•-•----•---- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date 14 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------- 1-4 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -..................................................................................................................... 0 Description of Soil---------•--------------------------------•--- L : x ....... .---•-------•-----•......----- U ••••-------------------•--------------••-•-•--•-----••--------------•----....--•••••----......••-•-•-•--•--•••••......-•----....-•-•••----.---- W U Nature of Repairs or Alterations—Answer when applicable.._1-____�__'�_:'..:.:................................................................ I_— 1,: .:11 1 � A. -- ----------------------------------------------------------------•----------------------.......--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE p 5 of the Slate Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ;ed,,. -----••--.......••-- •• . •-•: .__ ._.......APPlication APProved BY ..-_/ _r,Date Application Disapproved for the following reasons---------------••---------------------------------------•--------------------•----------•--.........•••.._....._ ...._.-•••-•••••-•-••-••...................•-•-•-•-••••----••----•-••--•---•--•••-•----------•--•--•......................-••---••-••-•-••-••••----•.................................................... Date � . .... � Permit No. - Issued _ 7------------- aLe -- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH r t ' L1 Ae Qwrtifiratr of TontpliFanre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( } by------------ ----- r- •--=•r•-•-•--------•------------•-----_-.-.-..-.---------------•-------••--•-------------.------------------------•----.----.------•`----•---------------------- nst c 1: ` t, t .. .L_, . . 1 alley has been installed in accordance with the provisions of TITIE j of The State Sanitary Code a descr• d in the application for Disposal Forks Construction Permit No��-.:_2.....___��n..__...... dated....... .... .. .0 ?.__..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT rHE SYSTEM WILL FUNCTION SATISF T R . DATE............................................................. 7 .�.. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Disposal Works Tonstrttrtion pantit Permission is hereby gran ed`.o."''.11'.=-- r=- .----•......•••••-•-•--•.....••••-----•••--••-•••-••-...•-••••-•••••..............•-...........•..........._. to Cons uct.(� or-.Repair(`'. ) an <Individual Sewage Disposal System atNo...... ....... ---•--.....•••-•---••••........•----•--•--••--•...........................•••• ............•••... ..................• ............................... Street /�..�1 J as shown on the application for Disposal `Yorks Construction Permit N _______________ D ted._.__... .......... .. .....----•...... f't '� � Board of Healthy' DAl ------------ -- -- ----•-----------•------------- -------- ,�. FORM 125N HOSES & WARREN. INC.. PUBLISHERS i 12 76 o t f3 • 1NFiVLI. -I,AN4mf-.-; /IAiIYEY I ,b>1 4 rC@ I I NARYEY, I` I ,iPY TC_ �_-•i � .AYMlq� IN47At1(YJ,OONE B87riEEH' I I ',' "'-`—� 4 f.,+n+ i + - CIYOYWF39YS/,EADFA- (, I , GARAGE: I; a,vr.'it urWt r iN7:,4.•r ft:6fFfLP7!'fOMFEA,F: ..--'- II VWJ1�18��ON�6L6"_+ 4 I! "OOIT DAtfV61j OHD1A11(SEE BOLT DAt,ErD.e `�� ( ' I, Mas6t3r 7K4051:� HSSbi.l,tN'POT,'til -_ ..- - i _ t VlfGEH FACHilBOi; ,- I 7 YOHOE1lFMJ1�OF; 1 ... ( 1!lWWIiiGltW'- OH bDoRaTOwl4E , HOMHtffRltlNEW° r �.. .� 6T ''�M/(TE n� ) 4•'CL ICHOi(A:AMdt6iW5. IDX�IO�YAT STFEL-. {:� �_� 4 I'^ I RODet IOITS ;AT IACH__ I OOtB. ewGaeeoevaeEuiw oN, I.'' � -�.. ,._-. _� ... - ;:-: �:...._ ,' __ . ., r' D�Y�,d•,000d; _ --dv:e¢oii"mcl`i.. �'' s prOOONbOOlt:. , is IIO'Y40'.ON ODOR. 4?YFIO'.OH OODp• - I t MA ' RK A- - - I " + 7 e go 1 4 7 1 NOTES: 1..) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS _ •;:TYP ROOF CONST_ - &DIMENSIONS IN THE FIELD - '�i-GONT aD�`'E'^ = �cPI �ROOF SHFATHWG - _' 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS. - DETAILS,&FINISHES IN THE FIELD WITH OWNER ''' S n FEirvacER , _ AST PALL TER BEN G„�P NAILING SCHEDULE- - - - - 1 3,) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - -gWATEASHEIDATOOVOM _. .. - _ t2 SP OF ROOF - _ FIRST FLOOR TO BE6'-r ABOVE SUBFLOOR T _ 110 MPH EXPOSURE B WIND ZONE. - �{ 4.) ALL CONSTRUCTION TO CONFORM TO IRC2009 BUILDING CODE , -� t-KUW��- JOINT DESCRIPTION _ NO.OF COMMON NAILS NO..OF BOX NAILS NAIL SPACING- (. W/THE BTH EDITION MASSACHUSETTS AMENDMENTS - �. :. '"2-t Sf,tf tW WIBEAN _ wlm2 ll'5fEELFW-PATE. -'ROOF FRAMING: _ - -- -- - - - 5.) 11D MPH EXPOSURE"B.WIND ZONE VA FAE SHOWN ON PLAN(SEE -BLOCKING TO RAFTER OE NAILED) 2 Bd 2-10d _ EACH END �6.)' ALL SHEETS OFPLYWOODWALLSHEATHINGTO.BE DOLT PATTERN) - _ _ _ - -_ 1-eLoc>v R INSTALLED.VERTICALLY OR HORIZONTALLY WI BLOCKING AT ALL EDGES RIM BOARD IN RAFTER(END NAILED) .-- 2 18 d 3 160 EACH END ' �+" snFAm BonoN of TRv9sw -- - of ni, .� 'WALL FRAMING:I'- . ._.:-. _- .- ••; '...,.�'., .• _._- .�.--°•.. - - - -- i I } 7.) SEE CERTIFIED PLOT PLAN DEVELOPED BY RICK HOOD SURVEYOR (, TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d- 6-16d AT JOINTS FOR ALL DETAILS ON THE EXISTING PROPERTY eoHr uuuMA ,rr PLYWOOD OR BRACE PER TYP.WALL CONST_ STUDIO STUD(FACE NAILED 2-16 d 2.16d 2d'D.e SOFFR VFliTB a MANUFACTURERS SPECS TO f.z=SS �zr.e - I' HEADER TO HEADER(FACE_NAILED) tEd j 't Bd 1G D.C.ALONG EDGES • i )' B.) FOLLOW ALL MANUFACTURERS SPECIFICATIONS FOR -- _• TRAVSFERSHEARLOADS10 ;_:.. - _ - -. - - :. - _- - _ .. __.. .- - _ -_ __ INSTALLATION OF ALLSIMPSON COMPONENTS r'� z+z n SHFaT1EHc I t ° _ _ _ - - + ( EXTERIOR WALL&6AgHEN, 9 ALU,RIRRA SIOBRi -. _. _ FRAMES L,TYVEK VAPOR BARRIER II—FLOOR FRAMING: v 4.6d 9.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS - - - i. - PLATE OR GIRDER(TOE '4-10d PER JOIST t.. PRIOR TO&DURING FRAMING CONSTRUCTION ..?!GARAGE -ius S:9:wPosr I 1�tBLOCKING TO JOISTS NAILED) NAILED) 2ad 'I 2-1Dd - EACH END 10. TIMBER FRAMING TO BE SPRUCEIPINEIFIR N0.2GRADE - 'BLOCKING 70 SILL OR TOP PLATE(TOE NAILED) 9-18d 1� 4-16d EACH BLOCK - ..- oDHC.aii�b .• {LEDGER STRIP TO BEAM OR GIRDER FACE ) 9.16d 4-18d EACH JOIST 11.)VERIFY ALL ROOF TRUSS DETAILS,SPECIFICATIONS,&INSTALLATION PdtNr, ,PLATWaTyWpA IMSTONLEDGERTOBEAM(TOENAILED) 36d 4-1Dd PER JOIST I 1 INFORMATION WITH TRUSS SUPPLER/MANUFACTURER.USE • yD� awAs I NAILED) 316d 4-16d PER JOIST t Dfi i�4eil ". ' ., -- 'tm oisib'' I .� �BAND IST(END LED)JOIST TO JO NAILED) BLOCKING&BRACING PER TRUSS SAFETY REQUIREMENTS Wes- - -- - - " _ _ _ _ ...__ .., ;BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO _ 2 18 d 3.16d PER FOOT 12.)THIS BUILDING DOES NOT MEET ALL OF THE REQUIREMENTS OF THE '• G - - --- --- " - _ N'ROOFSHEATHING:'-- - - - - = - - - - - tiVFCM 100 MPH GUIDE,THEREFORE,AN ENGINEER'S STAMP asoNc Fouro.wuLew I. _ WOOD STRUCTURAL PANELS(PLYWOOD)' -` "- ."•"'- -' r IS SHOWN ON THIS PLAN a:1rCONC;FOO1B10 .` ' ('RAFTERS OR TRUSSES SPACED UP TOI6'o-c.- .8d -z 10d' 6-EpGE/6•FlELD TO 6P BaOBGRAOE_- ;.„ :li �`I a I FIELD Bd 10d d'EDGE/4•RAFTERS ORTRUSSES SPACED OVER 1G o.m I E GABLE END WALL RAKE ORRAKE TRUSS W/O OVERHANG )I:, 5d - �I �t 10d � 8•EDGF�6'FIELD -GABLE END WALL RAKE OR RAKE TRUSS Sd 10d... 6-EDGEB•.FIELD Allbil.ANLWOR nATB,.'ee wax' L W/STRUCTURAL OUTLOOKERS !:, 1 I . r 4 � �," A BUILDING SECTION aO GARAGE 4 .v sucECe r•9�aexH GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d _ ) .. 10d.; 4'EDGE/4'FIELD - — - •r EDGE110'FIELD CEILING SHEATHING: b, Pff '.•fli Q�' -i' _. „ ` yl6fAu:',w}F6Aiu.tfJOiifOiY00'�19AJMY( OYPSUM,WALLB - -- _ _ _ _ _ _ - ,.. : FJw�cn1 li. 4 4 _ 5dCOOIERS ,b; _. .. .. ;angAT,. trot Of?ILROUW,.oecrw: ;:WALLSHEATHING: STRUCTURAL PANELS P T.2.5 5JU W SEALER ':tY-SvaLL••�_. =a- '� 1/r&25r32'FIBERBOARD PANELS - _ _ -.- vN,Da44•- ^.' f-�. � G 10d r EDGEJV FIELD 1n�GYPSUM WALLBOARD (PLYWOOD) .. _! , T EDGE/8'FIELDSIUDSSPACEDIlP7024•o.c. 1 EDGF'10'FIELD -FCOOR SHEATHING: fidcooLFRs r-WOOD STRUCTURAL PANELS(PLYWOOD)1.ORLESSTHICKNESSBd I 10d 8'EDGFJITFIELD GREATER THAN 1'THICKNESS 100 10d 6'EDGFJB•FIELD I: ` ROUGH_OPEN{NG DETAIL ..�. -_ . — . ANCHOR BOLT DETAIL, t _ . -- - SCALE:1lr=1'-D' �'.L- -,F.__ —� 6HM10@RODFf®FANT• - - ERROMSOAOWSSMSAREfOtNDOH' Q® 43 TUIT BA ROAD DESIGN, LLC NEW OARAGE FOR: �; SCALE a THESE DRA.P,toe PRNIILTO arAmo► _ TER DRAWING NO. ,N,KtmICLdN TR4 DuuaNeoowrRAc1 /�t .,1 E►1L!l RE6JbNNMESOk:T1E OOIItd71 `f :_-._.-_ - - ,IN7,IEtfE ORNMfgf•OO,aUUC11011 O MASHPEE,MA. 02649 _ - OESNP" F:AKv oa ammoiw,. PH.(508)274-1166 ELIO RESIDENCE T DATE:: oP TIE aWIEg-NDTEq ANr_ortfx 1!!a� FAX(50 )539-9402 TiiEoaAv�HoatapweEaie»mrmi: 1 7/17/2013 92 OSTERVILLE-WEST BARNSTABLE ROAD OSTERVILLE MA D .> M ' _ 1�P i12EX IX�iABCt4t - .. - F,IilF2E BONNS':'� , ' 4 P- a EJ 0000 0 oaoo p ,- -oo� ao oo - - &%"FA O M DOOR t&9 - `. 6NNJUF�O7UREN9ONMEA ' •. FRONT ELEVATION ? _ .� . as '�� + .. .• _ e. . . - _ � .. � .. t _ VW I X�3xDRF OON tIonRDS • soaawt •, � _ _ eisot�aro , ❑d �a a�o «r .p LEFT ELEVATION; 10 . RI_GH-T.ELEVATION • rT REAR ELEVATION COT BAY DESIGN. LLC NEW GARAGE FOR. C _ S ALE , o�w►c�c No °� ' 43BREWSTERROAD —� w ueeraaoota,oR.iaminF,+► MASHPEE,MA. 02649 w+irweoraonf°Iws -- PH.(506%274-1166 E L I O RESIDENCE ,X �R�L , riat,,,E tom, "DATE, G2 FAX 50 539-9402 i' � _. 92 OSTERVILLE-WEST BARNSTABLE ROAD OSTERVILLE, :.MA. -11171201-3 .t PHOSGC11Gt1, . —,96. :. -,_.-. _-—- -. _. ,--. __.. — _. — _ - -'P�GI:iDxca B[9G19N0'DITlEGViPIDdt:• " - • - -1IODf'TIfD88E7(O2tkpgR�W/tiAtatAYJi,S. ' af 3KxH lKIVIBPI+M aYflGtlplt8aPW7,IP.E F1LaF,EC�ED � �FlAWOIITNSU7NER610E-.OINOOF INHERE HOWNO PLAN PIATE _ pfvsiNoaiaeTAwftroN�KoiaRO¢NM<ZD': tNaa t WHERE SHOWN ON PtNJ ISEE AVOb ANI FMItOD'+ . - BOLT PATlER1♦). - r _ 4 b P kjr : I , 4 � - r, ya ' y e � i a � Mi.KEOki t t r f' - - — _ — — Vfi%DR1tCHPUAT! — — — — — — — ^` t i ' 14. i • I II I a . �' LO#hMWVab1 YP'.it WLKNEADEA, - rl I - ' ! `,AtL0MODOg9TO1MVE NSS S.3,tK POST PER OOPtT/tL.�PA11'EFA —.r ,ilJtOI YIATE t' _ - , i fJUENa'tDO�iE.SEE ! 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MASHPEE MA. 02649 coEicEs w�nov`T NonPnNDrE t Y s - DESIGNER OF ANY ERRORS OR ObOSSION!k _ PH.(5oe)2�74-»66 ELIO RESIDENCE FAX(508)539 9402 OF'F THE�wER"OSNo,ED air OTHHER UsE 'LDATE . THESE DRAWINGS REQUIRES WW THE RR'IIEN� R' 92 OSTERVILLEWEST BARNSTABLE ROAD.OSTERVILLE • MA- CONSENT 7/17/2013Gl� . ACT OF 190 __ I P ATTASIInoon 'AT1AQlrlD of J p :'� �� : - Qi-, artwawaa:W _ alr�w�at to Q, i . __________—_ —______— IE- - J aT Drs)9 wawt£w L ^aT-r Ti;iiratnrvcw. I WIT2i7,Y lTEEI(iJfCMJNAtE.; •=-.r yG to 1T•IitSSLit1TiN OlAii � �i .YAfEN€87ID14PIONPLSII.',f6fD'�. WNPAE m10YM OMp/J1 l6EE''- 1 �ySN'OF r �y j± MARK� � . 'McKENZI, r i" ji I i °. ® 1 811, 1rS6ltJi waWt' _ALLOH.D(2) S T t - "A-- IDHG3JtHFAGMETOW AT EACH SIMSA DETAI -iNHDER IUIGH uvoj, ' - AOME/il FRAMEW AT EACH SIDE,SEE DEJAIL �JlOA1Blf FflIINEt1T:' .. (. I+D.awaraTGa. -- 'Ta"s TAraTEEt" _ CawtS TLATt 5 . : SHEAR WALL PLAN [GENERAL, STRUCTURAL GENERAL STRUCTURAL (CONYO) SHEARWALL SCHEDULE- 1 NOTES? 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T DIAUCHAL DJ CORNER -- rosrlamaxEwmanwiasx)a >�crcu wcssaoro �1 I :,� S• -• .• \�':T�>>1+,. :. ,.: ♦ AwLICATToo I _LEGEND r raraaTnno.mleowEnroaalea".,rs>:aysmroxom. F • y[ '..'t ,f r .:- .: �. _ __ _ -.- FOUNDA710N NOLDDOWNS; .-,..`S -,,.. ", •- „-•,• E mncru0 ro"oeo.Anlaasml+Raarsoawl"awems _ ! OF SIDE ELEVATIONtnisw'��aswsxcw.•wuxamwlnwouaxr To ;®.T°Amro�aO1w.s�mu°oEanaon'� " .,._ .___a_^ H..a. - 1 `�Itt roraoAwnwcaromwtasrEru,-raa NDI RElAR„- •--_.._ .._ 1. � NRwrawowmst[ssrewN.a PIDE¢QtnElVwDmAT � � '.',HOLD IDOiN @ — O sxzwawurx. xrYE nEN sronE Eve p t EXTERIOR BUILDING CORNER PLAN VIEW Iqn. N.mm-p O.H. DOOR- DETAIL w _ - rE>rro.w,Taaw..lwr,ma,ouraYmloowooai NO SCALE -- TME COTUIT BAY DESIGN.LLC ' THRD° L=�GJ�"TO`�'O" C® NEW GARAGE FOR: CONSIRUO NOS PEIORTDDTARNTR SCALE DRAWING NO. 43 BREWSTER ROAD __— .._ wCOiu"�Be�"r�v�`Oc«rr"T"EH.'°R . IN iMse ORANRm IF CONSTRUCTION 1/4 — 1••O r IIflASHPEE INA. 02649 - COW NC OFN�ir E°aoHRs FVNON PH.(5o8))274-1�66 E L I O RESIDENCE OFTTHESE OMERMAWNGSNOTED,ANY THER THE USE �� FAX(508)539-9402 i OF THE OMP�R NOTED,ANr OTHER U5E0i "DATE ! 92 OSTERVILLE-WEST BARNSTABLE ROAD OSTERVILLE, MA '��EV"""�OP"'�'� CONSENT OF THE DESIGNER UNDER TIE OFI�GDPYWONTPR(TIEC70N 17t17/2013