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HomeMy WebLinkAbout0035 SAMANTHA DRIVE - Health 3 5 Samantha Drive Barnstable �. - - - -- - - A= 348 - UUfi 7' 0 a Town of Barnstable Inspectional Services Public Health Division sAtrtsraet.s. MAST Thomas McKean,Director 163 -a 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form 1 Date: (LV 9.Q0 Sewage Permit# 2, W 2 ..yT_Assessor's Map\Parcel 3Lib N Designer: DOIN, n C e ftivieenl na. InC.Installer: -DOU E)h"�1 Address: q3 q �Ld Ut-t &A Address: 25 2 MGU n RE yQrmOy'+ 'Pnv+ , M"Wb Cf_ktt VI I(.eAo2&3z On // / aQ �2 �� 1nC was issued a permit to install a date i (installer) septic system at 35 cSGIMQn+h6J _Dr. LVm qm u_Vt0L based on a design drawn by (address) Q ap A .PC dated 9`015-19 / (desig r) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were.found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or i certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' scaMfJance with the to rms of the IAA approval letters (if applicable) ���"°F � OANIEL A. ' O�IALA n / a , CIVIL nst ei Signature) 0 4,1\10 46502Q � a /SYE s� AL (Designer's Signature (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- i BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. j THANK YOU. \\toa\depts\HEALTH\SEWER connect\SEPTIC\)esigner Certification Form Rev&14-13.DOC ti � ---�` ... No. Cqo / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: I PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zippfitation for Misposal 6pstem Co=stern hermit Application for a Permit to Construct(''Repair( ) Upgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No. A , i' Owner's Name, /Address,and Tel.No. C p�4yrr/` 5- c Assessor's Ma arcel / M�/n/ 0 Installer's Name,Address,and Tel.No Designer's Name,Address,and Tel.N . Type of Building: Dwelling No.of Bedrooms J Lot Size sq.ft. Garbage Grinder( ) Other Type of Building _..f eS`Ve�1§-1[°� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 3C gpd Plan Date 'DI- a-s­ ao 1_ Number of sheets t Revision Date Title Size of Septic Tank l Type of S.A.S. � Description of Soil Nature of Repairs or Alterations(Answer when applicable) a Soo A Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar Health. I Date Application Approved by Date )y Application Disapproved by Date for the following reasons Permit No. — 44 3 3 Date Issued y No. Q0 Fee L / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plication for misposal 6pstetn Construction 3pPrmit Application for a Permit to Construct(- Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components �iw Q � Owner's Name,Address,and Tel.No.Location Address or Lot No. STS. Assessor's MaplkrZcrele�v/-AVj M fin/ Installer's Name;Address,and Tel.No. Designer's Name,Address,and Tel.No. yo d 3�2- 9r4 / i✓ G Type of Bit' ing: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) I� Other Type of Building (eot tr�,a.��.,n. I No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) . :3.?,n gpd Design flow provided'3 /` gpd Plan . Date f q Number of sheets l Revision Date Title Size of Septic Tank 1 �A, Type of S.A.S. :3t 5a( A C/,/ of 4 5 Description of Soil i Nature of Repairs or Alterations(Answer when applicable) nX - / a 4 Date last inspected: Agreement: s The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. -sign Date Application Approved by - Date Application Disapproved by. Date ` for�the following reasons Permit No. -)CI — 3 3 Date Issued L" -------------- ------------------------------------------------------------------------- -------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed 4,,) Repaired( ) Upgraded( ) Abandoned( )by at �M Gt�•� A ego / has been constructed in accordance with the provisions of Title 5 and the for Disposal System C struction Permit No���-- dated t l I 0 Installer a � _a(N"u Designer t #bedrooms `j Approved design flow �Q gpd The issuance of this pe it shall not be construed as a guarantee that the system will ct�i designed. Date I ' 0 Inspector W No. y t, Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS mispo at 6pstem Construction :nPrmit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) �, a System located at 3 <' fa61 ^n4 o. P n ru y 1 \1CW0`1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date L4'� Approved\by�� TOWN OF BARNSTABLE LOCATION 35 ,.`S-r Cogr v � 9 SEWAGE#',108f>1l3 3 VILLAGE i/,(/NA- 'SSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.' ,�rc �3N c. �8-y4ovys31 SEPTIC TANK CAPACITY /5Z)(9 i✓!O LEACHING FACILITY.(type) 4:!P;cIql 0-(0 &aAb% (siie)/,3W K 2- 44-8o z-wX NO.OF BEDROOMS OWNER PERMIT DATE: /l / COMPLIANCE DATE: Separation Distance Between the: rde a,- W/°/C Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 3SScnc,.�i��rA ' Odr-rr�9 ,�fO�v'F' `r 3o-oo our a& ®� 1 3) 2 i Commonwealth of Massachusetts City/Town of Barnstable Percolation Test P tAr1 l3`-i8 Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the computer, use Code Realty, LLC 52 Ship's Eagle Lane Osterville MA 02655 only the tab key Owner Name to move your I Samantha Drive cursor-do not Street Address or Lot# use the return 02637 key. (Cummaguid) Barnstable MA Cityrrown State Zip Code VQ John Hutchins Contact Person(if different from Owner) Telephone Number B. Test Results to;0� Da Time Date4 3 Time Observation Hole# It Depth of Perc Start Pre-Soak —?A4 End Pre-Soak Time at 12" _ Time at 9" Time at 6" Time(9"-6") Rate (Min./Inch) Test Passed: ® Test P!ssed: _ z Test Failed: ❑ Test Failed: El David D. Flaherty Jr., R.S. E Test Performed By: Don Desmarais, R.S._ Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 ��� ,w- A Comm Massachusetts Commonwealth of Mas tts GiWTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal DEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used, but the information must be substantially the same as provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information 1. Facility InformationcdE em LC ' �- �tk L/*,/e C),S k4'ev, Owner Name Map/Lot 6 Street Address UyY1i3t U /^ 02.1, 3 Cityfrown G,L State Zip Code B. Site Information . 1. (Check one) New Construction � Upgrade El Repair ❑ -av C 2. Published Soil Survey available? Yes �- No ❑ If yes: Year P blished Publication Scale Soil Map Unit - Ply Soil Name Soil limitations 3. Surficial Geological Report available? Yes E- No ❑ If yes: y QU r? S Year Published Publication Scale Map Unit • ������ E G tJst Geologic Material Landform. g e 4. Flood Rate Insurance Map: I Above the 600 year flood boundary? Yes No ❑ Within the 100 year flood boundary? Yes ❑ No Within the 500 year flood boundary? Yes ❑ No CzWithin a Velocity Zone? Yes El No,� v i 5. Wetland Area:. National Wetland Inventory Map f Map Unit Name Wetlands Conservancy Program Map Map Unit Name DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 7 Commonwealth of Massachusetts Mown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal 6. Current Water Resource Conditions (USGS) 4?CQ o Range: Above Normal V- Normal ❑ Below Normal ❑ MonthNear 7. Other references reviewed: r /y6kws> m- _- (5' V/ubv #ft'z / C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: 7 1 (j6 le"6rd /P" Date Time Weather 1. . Location Ground Elevation at Surface of Hole l INJ /9- i Location (Identify on Plan ) 2. Land Use: (e.g.woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%) Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body//OV Drainage Way>` Possible Wet Area. et feet f et I Property Line 332 Drinking Water Well t' Other � � feet feet &r d C) � cyl f LiIJGf� 4. Parent Material: Unsuitable Materials Present: Yes ❑ Now If Yes: Disturbed Soil❑ Fill Material❑ Impervious Layer(s) ❑ Weathered/Fractured Rock❑ Bedrock❑ 5. Groundwater Observed: Yes ❑ No P9 If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 2 of 7 Commonwealth of Massachusetts MGAY/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal p inches elevation Deep Observation.Hole Number: / Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Depth Horizon/ Color-Moist (mottles) Texture % by Volume (In ) Layer (Munsell) (USDA) Consistence Other Depth Color Percent Gravel Cobbles (Moist) &Stones 51h,0 6 11 ,6 s� 6 01 IFO I Additional Notes i DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal • Page 3 of 7 commonwealth of Massachusetts Qty/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Cont.) Deep Observation Hole Number: 7 �/ Ulo f U = �✓ ��/wn�r Date Time Weather 1. Location! / Ground Elevation at Surface of Hole l t NV v // Location (Identify on Plan ) 2. Land Use: �� .-3 (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) JAM I 'Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body vv Drainage Way/� Possible Wet Area,>lO() fe t fee feet Property Line .�t Drinking Water Well / Other ,> 4OV, . Yb 41 VC-< feet feet - 4-�''6�6 r lT 4. Parent Material: al. Unsuitable Materials Present: Yes ❑ No If Yes: Disturbed Soil❑ Fill Material❑ Impervious Layer(s) ❑ Weathered/Fractured Rock❑ Bedrock❑ 5. Groundwater Observed: Yes ❑ No H f If Yes : Depth We eping in I p p g fr om Pit Depth Standing Water in Hole - Estimated Depth to High Groundwater: f inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 4 of 7 Commonwealth of Massachusetts G#y/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal M Deep Observation Hole Number: Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Structure Consistence Other Layer (Munsell) (USDA) (Moist) (In.) Depth Color Percent Gravel Cobbles S Stones i Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - Page 5 of 7 Commonwealth of Massachusetts O+ty/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal r 6. Current Water Resource Conditions (USGS) au'v� ?006 Range: Above Normal Normal ❑ Below Normal ❑ MonthNear _ 7. Other ,, references reviewed. sIMC Qw� ����� � &0V"V)q6466 '-C Fliwf�� 6*�7�-✓ C. On-Site Review (minimum of two holes reqZ d at every proposed primary and reserved disposal area) Deep Observation Hole Number: 3 � �� f %�/tN+ 5,1AIA- i Date Time Weather 1. Location I +Ground Elevation at Surface of Hole D � — /v 6_V6 Location (Identify on Plan ) 2. Land Use: " W0*47-0?7 a — 3 Q (e.g.woodland,agricultural field,vacant lot,etc.) Surface Sto es Slope(%) 0 Vegetation Landform Position on landscape(attach sheet) : l3. Distances from: Open Water Body �(� Drainage Way. �l� Possible Wet Area �� Property Line 1 f t Drinking Water Welle/l� Other �Z� f`T�''� / S�'��""/ � .Y /feet feet 4. Parent Material: (' W��.( �,v� Unsuitable Materials Present: Yes ❑ NOX If Yes: Disturbed Soil[] Fill Material❑ Impervious Layer(s) ❑ Weathered/Fractured Rock[] Bedrock❑ 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: f DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal-Page 2 of 7 Com monwealth of Massachusetts Gityffown of Barnstable R Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal inches r""elevation y Deep Observation Hole Number: , Soil Soil Matrix: Redoximorphic Features Soil t Coarse Fragments Soil Structure Soil Depth Horizon Color-Moist (mottles) Texture %by Volume Consistence Other (In ) Layer (Munsell) (USDA) __! (Moist) 1 Depth Color Percent ;Gravel Cobbles &Stones i jo- 33 � l 0 �'® 5rf�✓�J 4711 S i Additional Notes i I DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - Page 3 of 7 Commonwealth of Massachusetts GitWTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal r C. On-Site Review (Cont.) Deep Observation Hole Number: Date Time Weather 1. Location Ground Elevation at Surface of Hole ( f f 1c/G-V 0 Location (Identify on Plan ) 2. Land Use: IN u U + (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body` V V Drainage Way Possible Wet Area 10 f et feet, + feet Property Line Drinking Water Well �/S� Other >?Cd fv-& feet `feefee 4. Parent Material: i Unsuitable Materials Present: Yes ❑ No a 4 ' If Yes: Disturbed Soil❑ Fill Material[] Impervious Layer(s) ❑ Weathered/Fractured Rock[] Bedrock[] i i 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole 1� Estimated!Depth to High Groundwater: -- j inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 4 of 7 Commonwealth of Massachusetts , OTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: Soil Soil Matrix: Redoximorphic Features .Soil Coarse Fragments Soil Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Structure Consistence Other Layer (Munsell) (USDA) (Moist) (in.) Depth Color Percent Gravel Cobbles &Stones a- y 0 - 30 l S� 3o - lZ G 2 • �� S9� Additional Notes i DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal • Page 5 of 7 Commonwealth of Massachusetts GgWTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method used: ❑ Depth observed standing water in observation hole A. B. inches inches ❑ Depth weeping from side of observation hole A. B. inches inches ❑ Depth to soil redoximorphic features (mottles) A. B. inches inches ❑ Groundwater adjustment(USGS methodology) A. B. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a Does at least four feet of natural) occurring pervious material exist in all.areas observed throughout the area proposed for the soil absorption system? Yes A No ❑ b.1 0 Lower If yes, at what depth was it observed? Upper boundary: boundary: 3L? i inches inches i F. Certification certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. 1 further certify that the results Vy soil evalu 'on, a d' ted in th attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. / d Signature of Soil Evaluator �„ Date' ` ! Z /C r 0 Z Typed o�rin ed Name of Soil Evaluator "Date of oil aluRW�6m I' try 2 Name of Board of Frealth Witness goard of Healt Note: In.accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal- Page 6 of 7 Commonwealth of Massachusetts Flown of Barnstable ' Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C M. D. Determination of High Groundwater Elevation 1. Method used: ❑ Depth observed standing water in observation hole A. B. inches inches ❑ Depth weeping from side of observation hole A. B. inches inches N ❑ Depth to soil redoximorphic features (mottles) A. B. inches inches ❑ Groundwater adjustment(USGS methodology) A. B. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level i E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes No❑ / b if yes, at what depth was it observed? Upper boundary: Lower boundary: inches inches F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the result my s it eva atio s i icated in a attached Soil Ev;771�77o� re accurate and in accordance with 310 CMR 15.100 through 15.107. . Signature f Soil Evaluat r 01 Date ►� /! /2 Q Z Typed or Printed Name of Soil Evaluator I *Date of Soil E aluator Exam -04-"-J dl✓s Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal* Page 6 of 7 Commonwealth of Massach usetts C4yETown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Use this sheet for field diagrams: S w��-�- f A-6-� DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 7 of 7 Commonwealth of Massachusetts GityFTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal DEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used, but the information must be substantially the same as provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information 1. Facility Information r?— 5 �S� wi 0S twod ry�4 Owner Name £ Map/Lot Street Address City/Town State Zip Code B. Site Information 1. (Check one) New Construction — Upgrade ElRepair ❑ 3 : 2 s- y 2. Published Soil Survey available? Yes - NO ❑ If yes: Year Published Publication Scale Soil Map Unit oit Name Soil limitations p , 3. Surficial Geological Report available? Yes [gL No ElIf yes: 7 �Q S14-1 i Year Published Publication Scale Map Unit 5;1?j 6')W dst18 Geologic Material Landform i 4. Flood Rate Insurance.Map: Above the 500 year flood boundary? Yes No ❑ Within the 100 year flood boundary? Yes ❑ No Within the,500 year flood boundary? Yes ElNo Within a Velocity Zone? Yes El No 5.' Wetland Area: National Wetland Inventory Map I Map Unit Name Wetlands Conservancy Program Map Map Unit Name DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 1 of 7 J67 MAIN ST a, ,a- H MNNIS, MA 02601 \ \ \ \ \ \ / / ' " / ) I i 1 l3 . 5 I \ I .156 IOB-- —/ / / / �4-BOO \ \ \ i HAY_BAL I —4 r ter` O /1 06/ �1oti \oo �/�� T \ TH Gul Lot 6 l a p FURERAbING RIVEWAY BY -,,,,���,�, \ k H EgWNE S— NC�'f2 �gf1NTRAC �b Area-4Jy'C)� 1\ 1 1 \r \ W 0` HOUSEU I 8 // Or \ \ 1 \ \ \ IM DRIVEW Y ' '/ 1.00 Acres \ \ \ r \ CONNE�TEE \ \ \88 \ \ \ DRYWE LS. / EMOTE: S -4-Q E \ � ROPOSEb 0 ION�CONT OL: AIt` \ TH3 l 1 /HOUSE GUTTERS ID � I I0 FENCE & Y ALES / 1 t�, DRIVEW�Y DRMN 9 \ P CE 4JNTIL\ Q / CONN TED TO STABILI TYP� 1 �P DRYWJLLS. \ \ 9p\ IL\ ao SLOPE , \ 739 44.7 ; C!LEAFq--LIMIT \ \ ` \ �ASEME0 \ AR_LIM • • v" 737 1 IVC. / 1 OFF 736 CLEL T� OQ�401' / 16isD o+501L RO �\ C AE R_LIM17 1 1 \ _ - CONTRA IOR TO )�}ZOVI[>E I \ — — _ __ -/ o �"�'""TF — ,\—\ CLNR_LIMIT GR G FOR THIS PORTI N i —� _� 1 CLEA LIMIT \ \ COMM DRIVE�(S) A PAR 0 — — _ 0. \ \ 1 o D CQ NSTRUCTION CON ACT. ��� — x I o V199E HAYBAkES AS I DILATED/ �N 6 _ _ -'" — �\ \ _ 723 OAM & 0 HYDRO�EED AREA 2 / --- \\ / / L AR I (QE \\ -'`'-- 0 830 � LEAR\LTMIT Town of Bastable. P# rn 1 g °F Department-of Reg datory Services ` 6 • Public Health Division DareXKAft e$ 200 Main Street.Hyannis MA 02601 V �. i. . , + +'� '� • Date Scheduled Time Fee Pd. ,Foal Suitability Assessment for Sewage Disposal Performed By. Witnessed By: LOCATION &GENERAL INFORMATION Locatioa Address . Owner's Name LIP. Address Assessor's Map/P4tccl: Engineer's Name li NBW CON=U#lON REPAIR, j Telephone# 36 G ( (j Land Use r Slopes(9b) ` d Surface Stones t) Distances from: Open Water Body eft Possible Wee Area l"�'ft Drinking Water Wellft 33 fi . _ ft g y ft. Property Line it Other 1lraina a Way ` i SI FETCH:(Street name,dimensions of lo4 exact locations of tqt holes&pere tests,locate wetlands in proxitnity to holes) 1 Tlf pro-./ P i I fit, • .. • �" v v ' "'� �'� Depth to Bedrock d v t Parent material(geologic) pp1 v I 7:.--�--- Depth to Groundwa�w. Standing Water in Hole '/-,� „ Weeping from Pit Pose I , ' =T Z& Estimated Seasonal 4gh Groundwater DtT YJfflN TION FO SEASONAL HIGH WATER TADLE C" Method Used: In. Depth dbperved standing;;=obs.hole: in Depth. t0 soll mottles; Depth toiweeping from side of obs.hole: I in, atoundwater Adjuettnent ft ' _ A .factor,,..� Adj.Oraundwatcr Level....s. Index Well#, Reading Date index Well level i --- PERCOLATION TESL' Date HoleObservation' 2 I 'Pile at V � Depth of Pere . . —L�! , , Time at Start Pre-soak Time.( - 'lime(9"-6") �V End Pre-soak Rate MinAnch 1 Site Suitability Asse¢sme=t Site Passed_X Site Failed; Additional Testing Needed(YIN) Original.Public Hekith Division ObservationHole Data To Be Completed on Back ***If percolalipn.test is to be conducted within 100' of wetland,you must first notify the Barnstable C4#servation Division at least one(1)week prior to beginning. i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConsistencX.% ravel V: O j4j d LS 6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsistency.%Gravel) ^� Al o 3 DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons i to 0 vel S 0- 33 LS L ^ S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsi t �G S r l o 3a- Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No-Z—' Yes,. Within 100 year flood boundary No Yes f Naturally Occurring Pervious Material Depth o N p V S Does at least four feet of naturally occurring pervi us material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per*us us material? Certification I certify that on �� 2 0 Z(date)I have passed the soil evaluator examination approved by the Department of Envir me !Protection and that the above analysis was performed by me consistent with the required training, pertise and a r' nce described in 3:10 CUR 15.017. Signature • Date d 6 Q:\.SEF nC1I?ERCFORM.DOC DocuSign Envelope ID:9259lE95-A359-44FF-B637-FBD20DCFE94C 0 O O c cQ_ ES us 4 r O -o O 1.ALL DIMENSIONS AND ROOM SIZES SHALL BE •CO VERIFIED BY BUILDER/OWNER BEFORE c) N CONSTRUCTION. � ? N 41 A 2.ALL WORKING STANDARDS SHALL REFLECT ALL LOCAL&STATE BUILDING CODES. � c SECTION R406 � 't3 POONDATION;WAT RP1106FIl11t AND 0 � 3.ALL UN-DIMENSIONED DOORS/WINDOWS/CASED DAMF'PR00PING. m tj OPENINGS SHALL BE CENTERED OR HAVE A R406.1 Concrete and nirtsonry`'foiinilntiltin darttpproofing, rn Except where;tequired 6y Sectfr3n.R4(16:2•to be,�vaterpr66fetl." o STUD/JACK CONFIGURATION. foundation walls that retain earth and—nclose itateri, spaces 2 E alid doors fo�; r tit*'slsall be dainplirarafed frotn'the lilt her W c 4. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT (if Ca)the tc,p of thefciclting or(b)fl;ficlies(152 .m)below the D a INTENDED TO BE SCALED FOR MEASUREMENTS. t4bfthe bAs6 Item floortto the finished gka�ie,hla�o tr �vvalls v � NOTICE: CONTRACTOR SHALL REVIEW PLAN AND s*11"have 'not less than'`tls'inkh (9',5',nitu) portiantl cement a o REPORT ANY INCONSISTENCIES, DISCREPANCIES,OR +' ia��itigl,wlrl'�1�uurc�r,-racicatrs}art"kttc�.�xvutk.�a�r�ir<zk�cc �ku�iiaxe � AMBIGUITIES TO MICHAEL J. KONOSKY ASSOCIATES dattrpproofecletckrcltue svitlt k�nt �tftlt ,foltcti�trig:; BEFORE PROCEEDING WITH WORK. l'. Bittttlfnitus cnatltt8. s . Tlu 'paurtds:,.p r s hare'-atrl (1.M,kg tti )"of ner l c taioc if ed cetnetit. u c 3; Une;cighth,'Inch (3.2",MOT) coat"of 'surfac:e-l�ondittg � ceniert cnlnpling with ASTM C-887`,, +� -C And material Perrtafttvd for waterproofing,It! Sec Ilan 0 Other t��i{�ioved netbods of materials. Q Oi �05'-O" Exception: Parging',:..of.unit`'rnasont, �ya11s is racii. , required vahere a material Is appr vec elf cltz ct a I cn o . catiori't�s tlt>E�Ina ril�r � 17'-I I/2" 18'-10 I/2" 12'-0" 17-0" 01 : , o t ancrele' ails shall be datnpprabfM b�apialy�n8"any.tripe' PATIO of the listed pptz�o ng: teria cIr tny;one of1he water- o proofing rnatet ials liste-In`Secti R fIC. '.trl tlle:exterlor h'f' 5/$"ANCHOR BOLTS IMBEDDED ', ;;_ -'`. ;..w ;. , .:; :. •. — - — — — — — — — — — — — �- 45" ON CENTER 12" FROM CORN R/ ND 0 3"X3"X1/4"PLATE WASHER oI [- - - - - - - - - - - I— - - - - - - - - - - - - - - -m - -J I I L— m- - — — — — - - — — — — , FINISH GRADE SLOPE m .., ; ; .• ,, ,^ ;, ,, /2 PER FOOT MIN 6 ANCHOR BOLTS @ 61O C AND E ( I FEET FROM WALL. r 12 FROM ALL CORNERS. ' — — — — /— — — — — — — — — — — — 14" DROP ' —� - o I 0((I ( #4 BAR CONTINUOUS IN TOP a O \�0,2 11 1 FT OF WALL — 4 FOUNDATION WALL 10"P.C. 3000#MIN. O BACKFILL o DAMPROOF OR WATERPROOF m N TO FINISH GRADE #4 BAR CONTINUOUS @ MID HGT OF WALL m Q 4.,F,ERFORATED DRAIN PIPE 0 o I sD co o I q O �g COURSE GRAVEL o I I x. I _i FOOTING W/KEYWAY . I ` I '7 I I #4 BAR CONTINUOUS IN o BOT 1 FT OF WALL m ( I N BASEMENT I I 4"P. .SLAB 3000#MIN. 1 33'-0" Q I : K51sD CO I I UP I I Foundation Wall Detail O„ - - - - - - - - - - - - - - —j � Scale: I/2"_ISO" _ I m o N m F - - - - - - - - - - - - - - - - - - - - - - rn r 0 I -� L N FINISH GRADE SLOPE ANCHOR BOLTS @ 6'0.C.AND O I I I 12 FROM A CORN R ; 1/2 PER FOOT M[N.6 SEE FOUNDATION WALL DROP DETAIL- — — — — — — — — — — — — — — — - I 00 I I I FEET FROM WALL. — 4"P.C.SLAB 3500#MIN. m I TYP.10"CONCRETE FOUNDATION ( I I I #4 BAR CONTINUOUS IN TOP _i — — — — — — — — — — J I WALL MIN.3000#CONCRETE W/ i 1 FT OF WALL 6) ,. ANCHOR BOLTS @ 45"O.C.AND 12"FROM ALL CORNERS. COMPACTED SUBGRADE Oft I I I LEE - - 10,=4,� o- 41.� ; 10" #4 BAR CONTINUOUS @ MID L - - - - - - - - — V —1 I — — - HGT OF WALL CAR GARAGE 0 F/RERATINGNOTES FOUNDATION WALL 10"P.C. m � I i N 3000#MIN. PORCH WALL DROP 6' _ BACKFILL TYP.4"CONC TE SLAB 3500#MIN. I r I O - I ( SLOPE FLOOR DRAIN TO -� #4 BAR CONTINUOUS IN BOT O I I 00 1 FT OF WALL ..: , .g.....:.T ►c a'uz a _ I I OVERHEAD GARA DOORS. COURSE GRAVEL +ilk GM SPE Ft C P E5 tl 5 RE'NGTH OF,do ' R E ..,.�61 ::..txi E..,, R ,St„� T , NG i / ! „ FOOTING W/KEYWAY �NmeunnSarciFkEnc�tin�p�,zEsstvEstiaF.rtc•rtrtr�y -DROP 12 (SEE DETAILS .y, �YPEOR LOCATION OF CONCRETE CONSTRUCTION, - 'Weakwmg PntentiaW .. t�gligihla,: ,Aiederate ... � •< $aserrteni.w nl ls,fi uittijaEti?ts,atul attic t trrtreta neri tntprtrec!to`1he wcxtltt ' „500+ xI SUZ} ;. ` DEPRESS TO ALLOW FOR UNDISTURBED SOIL I3ase�ttntta st ?sairtd 3kkl rlar, Ial�s vn i yad eats k G'i su'age dour sl4s 2„500, kOtl; .SQ r n r „ DROP WALL 12" NO SHELF 2 9 O X 7 O O.H.GARAGE DRS (SEE SOIL BEARING CHART) llasetnenkattx rc trntLth€an.Wulklla;t�tertsir Walls and Other vettarn3 ctrnrrete a ( ) svri�t eRiiast=,tl ttti the tt�.aflrr, �,� �,� I � I I I I'tn mess carlxrrt slabs and srep nscpascd to tfn,xcmati£nr;5nc�. rr e l ter e r-' r I4I �ttr'sl �Tavrkt?tlJatY Srkt ;#Sck+..fi BrJs"'t�?a,, FROST WALL MIN.48" �.�irn�igdt a<�8 aays,psi. BELOW FINISH GRADE b.-see Table R301III (O weathating pnteutkal. � — — — — c.enncrete to these IncafEotts#hat Is nub}ecttn fraezfag and Ilmwhtgalwing-ro an shalt tm'a£r.cntifaSni!d'cur(ciGie in zecoatlfftue t itfs ootnofe d_..; d.'"i_flacsat�;shatl':be air-entrainect Tatat*mntentjhei enrhy tiplume nfcnncmte shall6e notleSs Hran 5 peteetik,tm t ra than 7 percent.:: . � I ,f. lap` and ty t'atiTS wdtn;a stael kruwe"€ed nub,mdltetiatt.taf dta ktnal air atmtanf(0ffzt{tftE'bY°°0luana df t'onaVf�40 tYodoss khaa 9'ifekcent is pe=60 il'tlie':': Foundation x iltiaek cnerinrr::a the siren ttr of k1>G cimcreka is increased ha ra*t tesa titian$,t>ililnsA, — — — -7 — — — Garage Wall Detail �'-<o '-0" 9'-6'1 121-0" Scale: l/2"=1'O61-911 00, t 13'-2" I i _2, 24'-0, G 5'-0" FOUNDATION PLAN SCALE: 1/4"= V-0rr L ___- " - ­_­-______1___­-11________________,_____ __ I ­___ 11 ..,--,,---------"------------------_____________________________- -____ - - - -__ --- ___ _____- ____-____ -__ --___- __ _,__T__ ---___ __ , ___--__- ___ -____ _____ , ___ - , - -__,- _---- -___- �----------__ ____ __ ____________________ _____ ____________- _____-__ --------,----------------,-----------------------_____________________,_______ __ ­­ - , _­­ --_____1___1­­­­1­1­­­ _­_­_____7 �]7_7�­-1-1­�__1___--_____1-1 11 ­-.1- __ ___ -- - � I - �-------- ___,_____.___,.____ ---,----- - -----.-I I- , , , I , I � . . I � I -, � , �� . I . � I I , I . I DocuSign Envelope I[C7lE95-A35Q-A4FF-B637-FBD20DCFE94C I �;t I I I I � � I I I � I S;; a � CO) 0 1 1 1 0 1 � , ( __ � I 0 1 1 c: - � _ff11.7 S(airwAy,, ,,stoll6k R3,1*,� #* (0-51-011 1 �I � I � 0 1 1 1 1 ­­ z I, *4 � I ca - I � S;M&E ALARMS� � I I = � ,R30.7.1 Width. Stairways shalt be hot, less than 313 � � TABLEV301.5 - I � . I I , inches 014 min)in clear width at all points above the pe I r- R314,1(;�rk,L Srnok6'alaiiriss c6 p N,d'd1T!TA 72 MINIMUM UNIFORMLY DISTRIS ij ­ 1 .7 '' , , , , , " M I 1 I � , I 0, . , J I , 7, I UTED LIVE LOADS ' TABLE R301 � = � I I initted ha I ndrail height and below the'required headroom and,SeolooR31 . I ­ I I I (in poUnds O"jsquare,foot)'�� ,", ,41L WAB'Lil.06it ' < 4�k � I e 12'-O" 00, � 11 I I I 1.11 CTION OF STRUCTURAL MEMBERS",- � _�, I I � I I - r. 0 '' height. flandrails shall not project 'more than 41/2 inches R3141,1 Lfttliigs�Smokehl'a'tm' shall be"Jisdw I nA(zor- 14 �, � 11.1 � I I I -WABLE, . I ­I I ' � O�E I LIVE LOAD -STRUCTURAL MEMBER ACLO 'O I 0 ' " . �- : I I e.stairway,and the,clear dancewith UL 211.��Cmubfnadtnl_'�I I I noi'�_,a,nd carbon' Inch`7 ,�� �­, r I - I I ­ I I I 1. 1, I c�­­-,,r, I _ 11 I .1 r � r DEFLECTION, (114 nmi)' on,either side,,rctf,ill, r ,1_ � 1. I � I r � I I I width�dfih 's� �� �r'�r handrallheight'. fthlealafli'S'shaij be'AsIkt-jo 11C r, ' Z17 . Uninhabit I a "Without I Rafters,having slo '' - 5 0) r 'below-the� , ante withA , I ­ I r, _.- e ,it r I I stprage' I "to .. � I I ., e, I ,r lay a and r. , ,,, I I 101-011 'I r I I I I r ­ 1, 1. ,.1 I I iiieater th,m,3:112 with :U I ifidWilling,tr64ds.and landin 'shall be I all,31t/,r: 7' / J* * 0-011 J* b I r r I Pe's , , . I I 11 L1180 r_11 and UL,2034, &* -1 112" is,_10 1121, 121-0" 04 4'-0 I, 7-0" 00, Otil�,fiAit,ai)lt3,'4tt'its'widi,liniit,o 20 �attached to,rafters. � Cn - I ,gs �n6flesSrt I 00 Y) I ti ­"�"' 'r-r 11 Mll, #0 e (I.storage,I 9 flul lect�ejullg not , 11 r;�,, ,, ,,-�,K !�, 1 41 - 'R3142,Where required.Stuoke.at r6s,Sh­a­jI'b6,prqvf'd'e, In #0 .0 00 #0 . ----*j - . I Ircli ,f'797' `*Iierea.I Widtall,Is C 'on ou�,,sjde I I I I I K) -0 - "Ie4ifics and attics,served thfixedstairi ^ I I c:t q) . ' :,��, , , , "'I§r'',' �� ,�,­� iaCccirdahte with'this section, :H bitah interior.wars and partitions irti 00 �, r # 1-0 11 ., '31-511 1 I rrr .I.- 5 ,30 0 CL I , tachesj 98 min),vt&f6 hantlia-iis'k te pr0VI W'r"'on. . 3 71-0" 9* .1* 9'-6 112" 00, 3'-O" ,e 3'-O" 00' ' I I 11 Floor& � ­­ rr, co > 'hoth 9,1&s. , *4 *4 *4 _____7 J? .0 Balcifules F,,-Tt ,iT,)and�� 40 r � r�.."� r­ . - . 1 ��,2466,� 11 T 4 3 I 11 I I I 11 I I'll 111111­ I � 1­ I I I I I 1, 11 I I Ceilings with brittle, r K) Exception:The 1width'of spiraf*talrway,5�,ishgll be�jiu', 1_11 I r I � I Fire o _.... � fiWishes 1(inchidirig,016ter 4�-- a __ ,", , , " ,, �$c " , r -'L1,366- 0 1, , A' "N . I 1r,4pPSr � . 1'1,40 and stutc9), , 11.',R3l4.2A' Id*:conitruction.Smoke alarnts Sul beprot- 1, � � ",�,4 ,�",__r, - , 11 � . 9D F_ I I ae,cordaft�,e'li��Sedl.oiiR311.1.10.,I., I - ____1 - ­rr_ I Guard��r 1 ...S r 'Ce At flvxib - - .0, 0 ' - , 'r - I � � 'r I 1, I , I �, , v( er"""' ,,'dwe1.Y,7g.ud#1s� . I [TEMPERED � s add handralO,f`�":, ,Ihugs� le,flowiles onaodin , 0 11 ' ' 'In'th'�tai , ys'M 11 be: �: I `�',j,�,j* � , �,R311.7.2 Headrooth.Th" h ,d ,i two iA ,��"jjj j�", j �'_n 'Paj Z' "Additl' ALI-WINDOWS WITHIN BUMPOUTTO BETEMPERED] I I.1 .. � r I ,�Ith I I r 9,gypsum -P , I tee't 8 in e, eA too I rs,and diii. Where 254ODH I IF � I r � r I I 6"a 4 I I 1 V240 0 c I I , mpasured , 'it : __ -.....r...r.-.....rrr...r..r..r.r r r r r..r r r r r r r r r r.r r r r r r r I I I I I I'll I I 111.11--I 111.111.11� I 11 ......I.....-...-.....�.... 1% Guard ill-rill com tion I ! not fe"ss th,a'n 6, ches,(203�mn)), ,," I vert� 'a1t0i4d6&1'W 10"MOZ06hs requiring a�permjt occur, % ___________ I I I 00'' , . �f O i � I 1 - - ii ; 1� , - ,1 W, 1501, 1 0 mejrJ � " ' its Am,added or created ,,, I � 'w &�w I M gw,� % pers � iiy'frorn the'sloped'.1hie,adjoining the tread tictsing',vir or-wl Dne,�or rnme,,sireepillt;toor % _p';1­R')_1kk 30SODH 305ODH 30SODH I r r. vemo ,, ,I I __ , , . � I � 11 I I r �� . I Stirface,of the r I, I , �; Eassenger vehicle i -_ I -P ifrbjnrlheflpor'� jilding 'he fildly q r - � W , or platform On that 4n 0"I'gling dwMhi*,A ,�tdtW Aivd1ing unit shall be I . , � � Exterior walls-wifid filaster.or , 91 Y) r _ I� I f',er�' rrr ; _�,,,_"I­ Wji4s 'a, '"­­' 'r, � r � r I I . 11 - r ;�� , 1tv* _" %'r,"tal �ras,re . I I ,,r f. �'�l , ' "I 11 ­ I'll ftl " aYmS;or d freCirnew � - " 0 :3 _ _L�, r ay�: r equipped , �aje ,qu � r ��, = . :1191 - =V0 . -�", " I � or 0 r""�,er s rky I I 1. I i - ­­ - - Roorns"Othertildn'sJeeping roonts 40 stucco, ints.i �, r ' r c) E , . I I r , , :, �,;�'��"", I 410,11 11" I - - r;� ­1 () = I , I ",�. ,V,:,�,�.,1," dweffif,,R& : 0 : ""' '_ , I _Tl . � I i I ­I— � . . I I E# *_ - : I I Exterior"Is-W,ind Joads'�Nrfthotfiervbelttle n V) I : () i sleopin g� 'rrxilns r �30 ,� Ca : : I r �, ' ` J i" ,Exceptions. I Iq I i OPTIONAL BENCH SEAT . I I � � r I IM240 Ul C: , ' r : : r 11 r � I . I I I I ",,Where - 'fil r : - : . ,finishol", Uj a I -11 1, ,&j , �As,at,the si ,,,,6f,a Oil r "ii r � = I I .1 ,� � r �. rr r (0 - I r, I � ",S," "l.Wqrti:involving the ex i*j �surfiarestif,4h (Y) i I I Stairs 40' � ,pp j, I I I : 12080 1 i I I , ,,,,jngs,cti',fre .extend u*j#Wt1i#eago', A;,iioor�61*01ug through,,' ) AW I > CL 11 . � ,,, 11 I I - '4 sidin4, [E-)] 0 : I 11 f.E xterior�'wa.jls-­�*Ind loads"witli flekiblefiftishes, H1120d I I I 'jtijN',' 11 asr the rolacerneftof roofing i 11 I I I...I -"--' 11 r 0 (4. 'WhichI&I 11 I l-'r1h,"111 "I'll I , , I : `%I, - . , 11 , ditl6fi 6.replacement of windows r I I I N 141, 114, For S1,,�I­rnifid ,,,, , , pporling,r "' "' Is. L16 C) e ad,� ordoqO, . k k I I � i I'll rr­r.� . PO -Wsu neermal 6�sta rpassesi I ei� oor operdn",,shall be,' � r -1 Ll N N ...............-I..I I I-%,I-"I'll"11 11 - I-I r­rrr..r........- � I I I r r r r r r ILlhie 0 � I I 1, . 11 1-1 - . I i, ,I . per,square foot=0,0479*PC'lsqtfaW,Inch=645 ann', inasonryve 00 4�, . --- 'allowed to.project horizontally Into the required ­dte AddW6h�'Of ar porch or deck are exempt :11,111, r 0 1 ,�,_ � - - i r 0 V 11 ,�`,,��.,�,',`,k�,A �" % %* I . '' 'r' - I . _ ,� , I , 'r, I " _,�r�,,��', � , �, _ ,1 ,�p ,---,,V-, ff,I r I I" �11,1 z=l Q) , r r 1 1, - 11 '60ts,'ihall'b6�,eAPi�lO�oi�uPPord 2, ,0-' nd ' r (n r ;theseti s I _', '51 4 potind=4AS N,'f jt�', , -1-i ' 'i = : ,r,,,, I r . ' _,�� ��length,H I �headf,00m not more than 4314 Inches(121 min)- ,'utienieiftioUthis ecticifi, s ; � � , " ,�', 11"� - - . , .e � . , - ng a 06 pou loW _ ,�_ ' ,".' � . � I , r, "I, I r,' I I . ,J/101�%' ow"'�e � 'rr------ "I'll, A_'Elev garage 11 - "For the pin�oSe of the �,"�* _Jjoroin ftrw I � I 'r I I I I I ati#f r 1. _ ­" ­ r rl�'Jr, () .I IS T F R I/ P ,�­­­11,, 11 Q/11 I ,�',I I , a� aelortnotinggelleC-tion jImItS h r r 1 ,6n"41 � I of,plmhbln�,,dj . , r iftd,l I r " -inch a � , o;td 2., !be" eadibom' f6r,spiral�stalrways sh-� I�he In 211MIA teratten or repa I I -1 e ", 60 lied over a Z.0-squarre Fall � U) ,rs, - I �A I K--I N--- , -�,,'��,,,t I p " ',, , r , . ­', rr I,M , Itechanical Sy . � 11 il I I shall be permitted to be�takien a&16.'j,tbnos,_ ­ 11'1�11��,"�', �, Stems-,are exempt1fj0lh'tfie�rreqtdte- - . � � I LP,--4 I r r r , - ,,,#Ie.c n . 1IL3 -4 _'_ r r r V ", 1111��11 onentarid clad ith S a i Mlrl."I",� r .!,I ,, I ; .� ilnhabttable�Aiijd wt'rbQtft,$joMge1.rare those,Where the clear heigh " I I 1,", ding Jc r . I r ___1� ",`J 4t,�U ob � I . I . - r ' ,���, 1 114 ,"'r . r r D ININ.G. I , JoIj........ , ­1 I _t tain6drfiroln'Ta 11 _�,, ". '� , r I � I Inents or this sectfom ,'-5" X 1.0'-4 1 (ASD)I&&'' bW,,fR30l.2(2)'. __ r ' - "," - I �,�� "� �,��stai I ' . V = r r = M = , w I � 1- 11'r 11 1, ­,11 I "r,, r ," ' ­' ' f r&shall"not have 4, r r .& r r " Sll�amtxa mjs,not I 11 � ,r r , . N r I etr I t ere,are . r r � bo I n , 'he " ' h Vili ' I ,�Ajlfgh:V,O � I I "'Ir"" I be i4 ifithe t6t, . "' (5) r 1.5'�-,2...........X.........9.'.-.6.' T ,!Io - ,, hlotr�fban 421nch�s,:' ';wbele,'h Fbi''o r' `R31, J143'V&t"'a'rr4e. I ' $'I"-.1--s I I I r � � I -�,00 Q more a Uacent�trusses with Web,'tofifigurdionsr tapableof b 'Aridiever""In4to r,"L shall"be takeftlis twice l ,"i - ' " - r '�",hSta�, r 51,11 , nottwtl,xdr " ' ' d' ,;Vi�ilij,,;�f,�,,,ii�i�!;ia,ig,i, R314.3 L.c.tipni 11�' r ' ' "I 5,15 �,_....... 11,11, I 0 _ in � � "I ,"' Ill "I I I I I � _ ,� � ::� I _ , ,_,_ill 'ri I r I I canal"dr. C I - r ",- I'll, 1, 'to - r r o , aff 47 inthes (3734, in) between lowinglocationsi' ' 140,_.:�i,,' - "I I 1'111,�� ��� 0) - mnidd'"" nassu.m,edi��4�tangle42,���chesin'b,e t by;'24 fifefiei§]I I 1, : % O . , ,��4,,nw, , � ­­ : I , lfvb�load'Wed not -,,a I in mun"'strif : ft�levels qrjAndh1g"%, I A"', ,�,,,U"11 ,�,,,, �11'1 1"4 0 . 19'-4" 11IG . 11 4 0 U) .1 I'll r ­ I I 1. Ineach'sleepingr'bors. "I I"Ar'1� 00 / 11 , A N 0_11 wWIbj,-orgreAior, Ithi ill ' I f ill truss "N i � "'r�- For I ctural metnbersor�p;mels used Ill r roofs Or,W JIS,I f � - I '� � ,,�.- ,A ,, 11 = ,,,,r,�joad _" I additions '-or r pa0b cover,,not stillptirfing edge o ' or Q) I I be',iisti�i6d(6ict4�t)nctffr��tiywitb� '­&h ments. ,f,glass ,­ ­­ . 7- r I ; I , require �;unmoot,� , Irl I 4J � - "' .11 (0 ,, 11�­ ' I -O." (D � r ''W" innlols,`,'�Ae 46tal"ItAd,de exceed L160. For ,� � f4"A WAW -the ", - d 2"Ads- �r2. Outside each�$epahue'rsfeopfij I � � I , , , tj 10 walklh I I� ", . ,, #�Wa h , " " ,� i4tr e Immediate 11, � -...8. .........6 �� G'. ........X.....­6'. .. I 6,udfl­ �r I flection shall not r .1. "l-rd' di.,rcil. ­ �If,�'I!f'I,r ' . �,� , . ,: 11 c.14dividtf "�' acl` I istribitted aaM, ' - "",,01 ,': live r'� �-cot]ce -, '4", � (O , ,,,� i �� I stautre ssnallbedesignedfuu.6mv bithyd #'M_'hi ­­ I- j1iifI6'�,16'jhe cbryet� jYq ,ra� f , � ", " 1,,","", - on .2 �_,�_� r on 0 �1,1,_Y�ir"r �vicinity of the bodrootns� �t I "'' mrjhYjronj"tjjo�r I : "I `� . Io4d-,'br,*.,�k6-pmmd concentrated.lolul acting;�'.6vpi an,area"of-4,square fill U I'll I "r 1, N �11'1111171 �" � '��": r6' mfous'ahirrifinim strif6jural mefnbers'�Sopptirtlng edge ol''giasi the - jiu6it -ln�,' -� � i "'r 11 ' " � , i , , M I ­r , 1, ,hr , ed � 1� "" , " r I I j_ pligh,the turn fid', 1`2 n�,305�r ti",ib, 1 I I :,�,� �",',, ­_,, 1, , total load d eftection�;hjil not V 0 r , additional stary�0 I, ,dwf, �In.cwttfo$ I "1, I " 11 I , , , �,,r I� I r r ',­�' �r I,3.""(in leath I ,, ", " ,OWN d ii�' 'h , Xt�be I d,"Ur I I I I (1) �,-... _'_ I " 175for eacfi�gla ", 2­ . r , r � `��' �W"",�,,,,.H " es,whichever pro I I � ss lite 411130 for We",Where�ihe.w,m� ,I rs,�eire marrower;�,,I lie,I ,,-inch DO � &Komenrs and�,i�lialtle,'�#k�,*hrl not,inflifillog,cnk,wl i , � " � - S� , '*�,:A,�ingl�,,��liCenifated'j���a�olied" ,' �dhocf rr,at I , U) I ,, . �f"�fi,­­_ffir V � "Of,rrr. r _ . �� % I I I I I "I'll 11 I I r .r­rrr 2468 26 8 � the',� , , , I I I I "­ ,­��Jorf I _d , Ad I S % I - ­_ - (j� -i�- I V--�,-, in Any , ion emy point itioni,the ndire'length ofthe' 1'W11;hq,�`1v6rItI1cheVerjs ,more.stringent.Tor I 1 s "I I , �1,, I I , I I TO ,�'�it"Wrr 4neaSur�""" I I I I � ,6'-, I I I ,rwf§�or-, 9''I "&' S Or patio '_" '" _ _, "",- ,,,r , ,,&_'i , -, '6fWai41- ,** % 11 VE I I I 11. 11 I� ­ I I r r�.�.- ;;T It I I I I , , sandwich Panels used I f, ,,,, , an < , spaces and:uninhabI606'69A�it!d 9 3068 3068 1�' " 11 h ,""" � ,in � I . . n '' ' , - , � Or r"I-e Cl"'r.;� ""'�,,w'lot --at th0t,,walklng�-su ace--p,,j ,. � 11 r g'Units With spift.*vel,,s�,;tnor�vitlibt�,"4n�ftiter,v,ening = 11 : I I I - 'Covers,the tota'IOWO'efl6btion'shalLfi&'6*�eed'L/1,20: > I " � ;r I I I",I 1�111'I - r rA " � I i - = Lseie"�ecdctn R507.1 f6rdecid' d to eit*Jbi w.Pi.' r I _V I ,�, � ''kes alarm I :1 I = I I I , � , "I, �dcwjr,:b6tweetT ,the adjacetif, levels, a,`,�sni r I ' `_­' , _,", , - are 4djacent(M-4thifillit ight;1 Ie,W, , I I ,�� - , no I 11, I � , : IF " Ill I ' ' 0 , Ij) Q () I ­�. (all'tilose I r' ' ' d fl), I hiSte iv, I ,,,,,, � _ � I I 0 lmie�&S U) I ,� �ttppor level shall S0111re,III I ,I I r.",-,?G�_­ 'is d..Deftection4kir hoa d tinw"shail" � r j ,,installed on tile or tnea(ijacent = - I., ........-...I except,me han ral ii e0brilbr' 411S�wfthInterio',j"Y­' I o the.... . t tl,sWk,width:6t"',t�,,�,,adiacelit,wiil,d(V, , r -1 � = I fn 4� I I 0 11 , ­", ,"e,,r d r...y,�'- " � I rl�,­­ , ,,to Withsta oil"itty"I"r ' r '80. " I , filters 1 esgn nd*h6rIz �tp ' I I I I I I , 0 -1 q V% _I ,"I he'd I 'ed I ,limited Man allowable&flectibh bfH/,� C teused. I I 11 ; , I ", ,V irial ' '' ' 0 1 e,lo,"ier-,IeveI'prov1detj,that the;16w&level is less than (f) a: G) '� 7-0" P co , e ,j" _ , 2 r' ­­ ­ r �"' ��pue'fu I ,il,w upper level, -1 -1 I (Y) I .01 - 10 load ousapouhds�ofil aitarea.etrual toJ s load'ne,ed'o6'Ube , I ,I 'stcirybej6w Q . 11 quare.f6o(,,j* , e-Refer it)Settioh']?7,613.8. . \ I I; I ' ' ",,,,,,, r I '- , r . I N I � I '-I � I � _.j " -ts,shatll,�be Installed Se Iq r"I n - 1: "",I r r , " I turned to ai1c 6hrendy'with any,othe' ,k�jj.1,,A.-�tair trends And,ilsort.Stair treads�'iuidlisfais ,_411� 'Alam notless i1jah 3 kot = I - 1, 11 I I , ", :� r __- IF P I-as! �_ I ­.fliverJOAldrequiremont. , r I 11-1 1"� 1, � �.halrflu6ot " "�Mng of ra """,11 I I _� ", N I attleswithfirrifted storage'are,those-w b ere,�the dear height (I-- " I ; 'the re,q'id S of this section. For'the:Pur-: --(914"-horizon () CD 0 _,1;1�111'111 I 11 = r 'Uninhabihible , , , I I ' Ir I ; I Z, 11 I " , , . fatty from die'do6r.oroix I ,�,", 1 2668 1 r 0 , :,-'­6­,,, ill I I I I", �11'��111 I 1�1 % --,,,I I , , :,of� -tion, dimensions ';uid,dime s orted��sq '1� 'bittlitab'orshower unless this - N - GREATRD...QM " .i 11111�I % 3 N S�E ;_ = 91'bef[Weenjols,s,and iaftels'is notgreatertfit6o',42,1-i �or where there are � poses , this so,, , it'i , , ,r��, - I e G �i r -1 ' " '11fulan; > , I I fates shall be'e,*chtsive of carpets�rtigs'ditfullilers. ,i�'bui4prevenf placement of a,stlipite�a1aan required by () IN N .1�7..'..=.�O�'..���,.�.X�.������2�l'..-.4.". (I �:,� I �,",� ""T, (n ,� r I tht, "', "' ,r I ctog ca able of� 4j .1 Iq -tWD1�Plr 1'4hbre adj"Cutisses ,,*I 44b,cotifigntiti ­p , �Section P 1�__ - I", - " ,", . �� - �, � r I "" , , , I �'jj ` I L ­11-___111-1-1 I r r I r ,11`4.1 M : 1� � '_,"'11,1 ,.(�, N I - I I ,1�11 �Acco lodg' ' ' an assumed rectangle ,inches lit'height by 24'inches fit Q) ,,,,,,"�,�', I . _ . ,61 1.75.1,'R'isers.The riser h Q'' � ,, it, ­ ' , r r ,,,Li,'� I I , "I tj,,s,,,,S., ',r.W' , � ,eight shall be not in re 11 11 I r M I � . I ,withi, &piano alb& , I , ,,,, ''I .R�Ilt ' I "���,",,,91�,� I M - �111 1� d ci�,,11 � r, n - Q. I ,Flosiall�adon near,,coo ng',ippliatioes. Smoke I"I I�I——11 11 I I r . ,',�,��?",',,��,Ipv -- ' I 0 , 'r &W,-"%,j I D � a � ��Thor!,el d need Onl 'bola'' fi�d'iD'dib,§���t)itlbti�6ftho'6fit��r,W L " than 71/,,inches(196,nun),The riser shail be measured -alarms shall ifot',J)e insudled in dle'litild0ing Intationi : :111 �­,, "M", AUNDRY . 11 r ny pp, pre r i : I, ",S,'�" I ajo�'m6f� � CL r I I I - : %2 "'" ' ditions vertically between leading edges of the,adjacent tr s. , " flit ,,,,t,r pl,,,,,,,b(ctfa Stnoke RM �,, M.N11- � = 0 M bottom rA �' s where allot the,following con itfil e ,-would to ii a ,"",�,�,'"�" � � - M. . 1�1 6'-4" X 6'- I" 11 % T � I 1�1. �, r, I I fill"fro r"�r" '"-' I" I r :::::::::::� "I r ,tA5�7,'.`,,,1,,�,,1 I ' r 1, I Q) The greatest riser height within any flight of stairs shall requiredbySecdoft",R314.3. .. " , I � ":N'' i � �I �I I � � ��Iocadclfll I- r = ,,�', '��*,,�',S,��11',', = I 0 . OD - I. ',,A c*ea IF,access e in an open ut;notlem lhaif2u inches In Jc not I r I I'll "�-,�,_>�11/,P I I I I ",11-r"r � � ' � - -011 "",­ 1- I ­'Kgp,,/, F I IN// I ��,'11 �l I Yffill- - - Width by,"30 inches ''Jorigth,tlnit If kicated'w,' cj� eight I. 1 exceed tile shiallest by more than%'inch(�,5 mm)� ,Aorlization,Smoke A "ShalLn �be installedliSs, 0 ,� ,g, I 0 1 -I � I , - N - I19 In i s 4J � I I . , I I "� . � � I "' , r Ili r ' I 11­ � ,I . , �j� - I ('I- (n tj awe is not than ]RIsas shall be�oiiftal bri,sloped from the underside of tfian�20 feet(6096'mmi.udzAially'front a pe,ma- 1,15 - I 1�1 ,� Pipe I I � 1� , C I . �... , 6) 1 30 inches. �' ' " '� � " ' , t'jjjj&A6ove = 11 11,� ,� , "" I , fe ,,, , , , , , I 0 � ,tit 64,4n I �', ,, . """" " ,. �­, I I I , , t V Nffl/,/�",?R/�b,'�', . I io sloile'sor,the joists of I JIUSS 011 C604S am ll- - I I ih0**9'1QI7 ttlel , I 1, . gle notmorkhan 30, "emlyinstalled co6king',,V)p11aw`,'e, " ' = , 0 0 1 1,11,11,11111,1111", 11 I = 1 IT ' ' I �1, , ot greater thA62 E o I n,Strip e a ar I m's With 'all'A'","� i I_7��, � . . - ,�,,,,, . 0 , . I ",� ,�', . - , I-�-j,, - - _71 " 0 1 1 Q) '4 '­­­16 I ann-slitincl, , - ?1, 1 ,_ � � lhchesv4rfl� Jo'ffihifti, . " ' " ' ' � 11 I 1 �9 I Ili b6tu '51.rad)-from the'Vertlic L Open risers P",- 2. Toiltz4h , I 1�1�i," � � xleo�,eesj([)., are I ,- � - ­7 '', - z I . �0 I , , - 11 I� , , , I 1191 Y i I I­"if I" ,,,�,, "'�, " - �­,' ''I 1, ,, ",, I I L � - , btit Chord : 'r , t""',1UP, 'A" � �"I,'A/ I I ',,�.-,Requlred insulatibidep ts"lless,that,the j � R602.10.6.4 Method CS.PF: Continuously Sheathed V) ,'K, ,� �"'I"'I'M 11,'", ith 'provided that flieb'" ""i"fi'A's"'J'o'(ta'tt.'dmore't'haii:30, switch,Shal�'hoile Installed less,than 4116"feet'(3040, �) LIJ : MA_STE.R__.__.BDRM "I I " I - '� 14", ,,,�,� '' , Ld I ' ' pen � , ­�,I �� I " I � I ,�,"I k,....�, %J % , I� , thches(762 mtn),,'Eis�ffi&4s4W,'verflcaI1y I b6 I 1416tit"Of ,mm)harizontally frotha pe" riotittyini4atled took�, - , , , , , : �'145 ��,,,` ,,,,,, M "I ',- 'I'll"' " I " I I I 11, I I 11 I � 11 11 I C: I I I I . "I 11�`,""I'll,�"I"',I' '% I , I , 11 ; 1 4 ii�", 1, I epth portal frame. Continuously sheathed portal frame I - I ... I � 111M % "law r" ,log ace. I " I I 11 'grad-e'b-*�v��,d6'�,ndt-',,��,rfii'ff,.t an'ag 4';�)hch-�41"' aPPA-1 , I A I 11 -2 , I'll ,hop ,f,A am�, AUM '11��, ' I 11 I 11 , , , CL , "'�,,Q "I" �- Pra I i 1.6'.-.2.I.........X_.....I.B'_-A." �I::o:::::, W - I I I 1-1 I, 111, � be�,, ,� 'iflom',chords,sball,be - , I ,o*r1102rinm, 1W Ll`,�IWQ"I I 103 L1111 ,e _""_0-WeF�R_ .11 I �'Tbe remaintrigportion's of"theJolst's drlrus�'fid braced wall panels shall be constructed in accordance I ;),,,;splioi�� 1 Photoelectric' o.61st inis,shall not be, installed I %(F-- I I �1�"'11��'"I,.K(� I I OD �'d' � - lesSAhan 6 f&&t-(1828 thni)hdAzbntally�6 � (O ,esigiteo f6r.anniformly Astribuiiid conamAt,Jive load ofucit less:ft' n :Excejptloins� I I I*_ = = I I . 11 - , I ffiat.� I I- . I �� I � , ,,� , I ,�" with Figure R602.10.6.4 and Table R602.10.6.4. The L< I I �m-tnmltlyjostallo*a�,7ppjian,-e "___�a ,I0pouhds,Wsquare4,` , , Y� - 00 I I I I = 1 I I I N LOSET 6) 1 1 1 "'j-1 , ,,, ­­­', , '' " t''The, O" ''. betw- - sid","" ,"' , -", G)i (0 G) 00 g CSD , -1 h.'GiaA94isedinhandral iiswmbltes'�tidgmaiikstmll'W'ilesi, , wiffia number of continuously Sheathed portal frame panels in ,Pen Ing koh, ,Uac,etW'ft*a&'is (0 , i " ' ' , gned I '­ , 11 �, I I 0 -1 ,_ _-_4.............X........4.,...=4 "I I I ., a single braced wall line shall not exceed four. I hialt6d,ows (@ (@ 9 _ (O Iq s*fot)f-fA&Wi6fA, The.safety,lact,4,.shau.be',applfea to�oath of tile I 1, I I 11 " ­ Vral!4all - -SECTION R1116 �0 �4 M N 11 ,�concentrated I loilaj�applied to th#400vir,die rall'and,t I 6"the I load on-the lh-� I I . fWays , "" � i I �, I "", � ' ' I -, , RBON MONOXIDE ALARMS' I �, : - I I , `2, �t4;�i6���iie.ight,ofsp,li�al.stati�vays,,,4)iil��e'in I I 1�,,,­1­,,,,­,,;,k, ' 'I'", ,,, " , , - , L I I I I I I I I �, JilUcompioneitts. lbei��,"i6A's�"l'be'�detfoitine.d'ind6pe�dL-fit,of one I wIfh`So6j6h'R3l1.7.10.,1. ,a,,"I iA --fi ", - - -in � .. I I I -1 I - I'll, � 4vother,an lo" ' ' i `ed" "liwith, 'other'W6 loaiL ' , I 11 I , ", actol At"1, I , R!Is.1 pentera C J�bn to'noxid,ii, ­­,�Sbit , I , 2: 1 I'll 1.1.11. - . I ­­­ � . . -1 d idgar6assafo obttooccur .1 -, I "op 11 1, Is - qy",,�,:�,-�Mmmmmm I I ,,,,t % NJ � '­­­_;,_.,,�c� ,yw 0 ��,Mla,12'1�110 �1,20111 I §6d1Wt-',,R3-J 5--' ' - - ' "q"'ar=­'� (� ,7=:*�,., . ,�,,"���"i�,-,,,9 9 N W W'�` = -i� t1E. -,CL- 01� % I "'; '1311­7'1�2 Ve'i""''"'Th,"fre"i'd'Ido,p,th"shall be not less I I I 11 � "I"i 11,11" , '', � *S e T ,,, 0 , , I � ' "' , 'I I I I -A",�� "ll'11 '',,"Car , lo ��A, _f ,S, ,,, I � - " , ­��­, IP"', ,,,,q� � ' IRM , , k",.............�,',�, ,�l',�,'��""I",""",��,,�,�""�l',�""I","��, `5 �`,,­ �,��,�'�,"�""'F��l-,,,�,�;""���", '� 2`1 14 ,� I I ',""""', """A"; ,A K,�1,§'­�,�,,','�', , ,,'k . 04 hall J* I N 1; 14L I I I I tread depth shaltho.mea- , ,, , I I I I I ii I � 1-1 �,�-,','!,',0 46�' 1 1 , , �l7ho ,sthW bolt ifim - I I W ��_��,, �� I I ��'­,",'" , 11 �i`z I'll I 11-1, - ' I 11 I ,, ` 1, I �,,� 4� 1 1. AD -w"', �� z , I I I , 1�1 W=;��NG'; "'y" 1, I , � . �,,�, I 11 " , ,,, ,��, 1, 11 1, � Ill ", , , _I _' I 1'�­.­­ ' IZ-- ,*W f", 0 �' "'111"' '��5, ,in hk'(254'nfithj� ,_ , � 2868 1 �11 "to A, i I 0 �,I �* 4' I ' �( -,, 1, I ,� , , � � 11111111� 1�1 � � "�, , I I ,,., � re,�,K,'&',­��,­�,, " " O'ca"', ., I , r, �, DtR, I A 1A*d3o�,ko, 01allce,,,whit,UL 2034..Corribillad, I N - , - I � ' �9 , ,R A ti , I , - ,IM, - , "' � �t I !�49�]/4' , I .�01 , I __ , spired oFj,,,0Ju,A �,� y,p, ,J ver ties,6f,1be smat Witlarms,Viallbe a fa ___.. , , ...- . , lf,?-�3, ,,?It .JW" : R.) , , J'G'�I 0 3/4�� ­­­­­, 2' 1 10,40 1121� J* 71�01111 100, 11 q, -, � I .-.-- -A tj8ijjrodjjjjlb�r'oj`jA9k,'sA�� ,7_ _y ,,, , monoxide Am", "'W fisim, I 'A , I � I - _ ,7,,,,, , e I - iw fii�0 wrf.i� ,y �,�� � , _ _ ""orn, '­�'# I �Col �� I � , , �­,�,,� I I , I 16'aecoma" '0 , I I , � 1,, , ­­ I I ' "'I'll ­­11-111 I ­­ - 1-1 � IQ I _oU&9f ""'"­ "' I ; I � , ,e, I I � I I 11 I 11 I " I � . , '' I I I I I I � � I � I I'15*lmost,projection,df`,A4Pt,&&4k�D'a1I&ai a 171. I I I � 11'�� �, _ I I 9�11 11 ,f I I -� I I � -­­ ", I _ ,� ,w hUL,2034'and,VL 17 �, , I ., I I I It I If A T- �Ii v I 1, � . I*1 = I I ' '' '-, � I I I �", ",, ". , I I 1 low 1 "I'll" I'll, - I I I 1, I �-it", 4o alarftj��* ,,, ,, � I � I I ,,­ 1� I � ' I, z 111152 Where kequirb&C'n" 1�� A, , , II be: W) I A - I I(E C 11 , [ '?Q � ; I � , � , � � I ,�� , 17 "trigle to tho tread' loid& ',, ',Tho�, rW "-,-- � �, I C1 s , g est-I&A I I � "(D I I 1 30, 1, i�in ccord ­ I'll' I I ­--l- I: 11 I ,�,, I -1 ""'AlIND, - �', 11 � ,,, � I I ­,�­­ , , to," ", I I I I ri�, Ight,of t I' * ""te''d"thd' , " , , . , �'HEADERS. SIZE , I I depth'within A" ft s a rs All not x ,a a ricie wjh'Se_e4"�"" � ............. ;1, �, n, I 11 I!�, , e , onsRt,6".z,,,I and R�4pz�� , ­ � I' "I I I , I I � ­ � :1::=:: , "I'll I � I - .1 11 t I , I I....11 b I _ .1 I ­ � I ­ 11 I wiWo"(1 I ­ -, , I 11 � ­, small.64 by more(halt'Is Inch (9.5 inni). I.ttl � .% ,- I I'll, I sm , 'O ­ I I ; I... I '­�;,­­11-1-1� I 11 ' ' ' I I _N_%, �-* , � ­ =19aimm � - 11 � � -1 .- SUPPORTMG I I''ifff , 1, ,31�', U 4 ," 1 ,-,W,: ,-,,,,p _,, '28 13U11 I 11 I I � � . ;: , �,t,,. �,20� , I " . ""' �, "'I'l-, ,- ,,,, I I ' I I I . I �.­-111", � I I. I �­ I " PR3YL7.5.2�J--�'*J �er,"?' eiA�' Winder treaas,�shali , I J_Pornc�,4m� -,'t , 'I I I I � I& PO I I I � ''I I � $'aft wr I s0m Nr,ISP- sw 11 � I 11 ;� �', I - '�14, - , '0 x frucl on, car- I I ��i5�bl+ 495:)bfi, ,I *­,� I ,P I � ­ I �, . '"'.", """'I""', 11114" 1141117 - ­__ '_�f!W_TAst0C(o1 � , �,1, I ',', I 11 I . I I I - I I � 11 - I I - iiVe , , ti,_ , '"" I ' #I" "M , '' I ,I 11 ' W"A -,e -b�,no��,o�1 Iric les " Andwe hgvns I I . 1, ,'� - . . I ", -- I I : I .1 "I 2-2k4 : 14 , :1, 1 2­3 1,: 241­ ,_4 '124 2-2, I� '141 �-a � , , ,I I . � " I I � , 44 A Vo : , _ - ,diffor �, I ­ I I 1 4- , I 'I 5 1: -, I I I I I I ,I 14 1 ,, - , 0*10 1,con exist, n I I I i I : I 10 I I� � - I ., I I , I to I �-Zxfi,, ­" �2 �-3 2 , 2,It, ,.�� � 1.2, �� U I '?,� -2-1,0� "A' - JS 2 10 ; � I I _1­1 �'_11'111 ,,, I I �� I * � I VICE : I 11 I 1� tne ",� -,�­ �" I ,, D, I'T % " �1 ,'eA road, than"16 --I, ­(2,54 �boa,m'oti6idde,'141iii.os'�'b;xtI beitt ' 'I) 11 I I 10, I I , i _ IS ,pt; � _ _ 4 , �- ovtded , , , I ,6, IvA,"',i -Iot 4W -rticAfplarlos�cif4hc �*herectther 0"boi 4 the 611 I I _1 I ; �,"f, , I " '' I ,� " 1. �: ,� I :� �_=I � !, I � I , r I - � " I I �Iz-ft� � 2 I I "f I I,.� iu I I I - �� I . ,g, 9 '4 � 2 3-8 �2, ,�4-4 4-9 13�5 ��2 .I I O",of A0jatohf,tlrvads othe intorsee- ""-, �% -Oyo*�njtcont'ai�'ns'a"ftis'el�ft'r,ed",O� At* - , �, , , -�_����4L ,'" OW '' ,41M , ­ 1; , � ,� I 11 I � "I , to : 11, I -� I - I I K , \ , _41 . ; 1 2-2*4, �4-9 �2 �141�2� ­� 3-9 -Z +1 , - 1�o PM1'1Z J", "', ", ,� - I , �, � ,,,,:_ ,-, ,(r) 1, 11 I I I ,Z 12 I 1;Mth"the,,�111`110 Win, ,�"" , � 11 fih,� " 'I, I � �, i (O JJ* 7�)l #* II I " , � _-1,, "11.1 1� ,� : I I � � wa rlii�'-, 1­'d­1 , ',, s El I aye�a , ", . e ,�2-7-14, %". A 1 1 6,,I"11 h - Tbe� dwel]AW antt ha�s an' 'thchod Igarage with an I I I ff , , or,," �,j� I . 4 ,401 I I . I I -J��,, �j ,14 ,;', 4 -'­ I �, ; ,,�, I .r� � I I 1 ,2 54 I . � I :I- � - 11 I , ��,i, , " 14 1 �",4, I., I I I I . I I . � trmd deptii ofnotjo�*',*'fj a 'With, I I 1 14 11 - - � � - - I . , I � - I I trommu I dales I -1dwo firig milt.,"" � I I'll I -1 ,�­i�"',� ,2-2 X 12�, 64 ',2 , 1404-1,1A , 6_3­I,- 11 4, -2, -3 -1 1 113' - I .. ..... _j ,,fi**(l,5,­2,1p,m),it ny, �openin "ba ,11,�" If, 11 I 10mr, , -_7 _,66 -z- 5 3 , J, J, 1,111, gi a I I� I 1 I I � "I I I I I I ,15 , :�,6 4,404 �'A, I I I -I- �, I ] ,54 , S , I I -',,'R31 5.22,r,,Altorat onsi�re­pa''Irs' "and,,addifiotffs�,' I %11"�,- I I�1, - �, A30 1L� 4 "'I'lWO�PeAl- I 1� 154 �, ,. -81 ,- -1 -7 - I � ln,e,s, � �,Viaua-i"', � - �� I I I ,Z,� , lih od 'I "'' 00" -,I ­­,­­­.­.­.-­ ,-.I'-,-- I 11�1 IN, IV - IRK" " *01 ­*ter� � 3-21,11,#, , ,$-tt �f ,94' I I talr,,% �q A., .1, ' ' 'I'llbint'Withill tW,tleair wR "I I � . I where 16-', �,�,,,­,­ 11, ____ f _­-1-1, 7A,- - ­'ptb�4_ 11i","11 I), �', ........�- `it-,-;-- I, I I I I I ; I I ��',"����,�l,,,��,�=',',�,�,�-'-,'­- ­,�,`,,,,�M, �� , I � I � Ff" � I ,_b6M*ftm,, I I 11 1 4 1'' ,4 , V 41 1 2, "! 4�,I 4-9, ;,f ,14-3�''� Z. ' I I " "o I I I , � I -_T_-z -6.2 s -T-3 _2 I I " 13 -4 , 1, I "", 2 1 ,� 11 � � I I .91 'k-74 2, ,&7- 2 -9 2 d''b, , , " , , � ' I , 11 C I I IK10-, 7-3 2 f Or �hight of stairs th�t'latgeM��Miide�r'tti-;�'d"'de' t"the I'e 100 ( � � , 'e 11 I 11 � I ,-,w line-sh JI pot expee -I �p sm s yykidocftead I ­ b� "" ", , � ; 134w"! ,,�� 9-6 2 T4, ,2 12 9-2 4 ,, alk , I I I ,I 11 11 .1 I I I I '',� �6_7 1 12, 7-21 2 ��,04, 7-8 4 '6�9 2 All, 113: ,�b ',m'9%r,thih%Inch"'(9.5""Ituny. "C611sist: , d 410, ed, � � -1 I I I � - I I I I I I I �., ,Y­ 1W I I I 1 , I 11 on"Y' P,-� � � I I � � @1 @ I � 1 Oxg , 440 1, '"', 1,12, 'A fi-9 1 :4,10, 2 ,5-3, '112�, ,'fi-3, �Z 1-6 2 4-it �,4 � '_ '_ I ,a ,,,, o'whe i ,, ,alte , '� , ,,,,t,w ill 0 st : , 4 *`Iindeft"At,the'"�walklln6,s'hall:be all 6ttwiffift, ,equi d � 1(y) I I 11 "I I 1, , 1'", I , � I I I II � ' � :, I I'll, ''I'll 11 I I I - 'I , 1, - I I , I I I I " I - 11 I � , " , -- ,, � I I 1 4 2 ?4 4' V7 � 8,2 1_,21, '74�� 2- 4-5, 2, .1�74 z ,6-8 ,�,2 0 112, I I 11 po k' , ,0,�10 �1$1 I I , - , � � � I I I � ; I I I f � , I I I� I , adv, �recttttred Aj __ - _'� 1, , " ,� I I 1 7]� ,,, 2 fl,s ,27 84, __ � " ,�";A,_,Ightor',stairs as m(taugular4m, 1 Ah4J On ot "I i i , ; �� �, 7 1 � �. I ' I I I 11 � I It I I I 1! - �.,� I ,,�Z,x I 2 �4-8 2 ,#4, _ff I ;,,e�,',7-6 I" -7 "Z, I - . I ��`-;h'­"­" I&O"i,ithl, ,/�#ikh,(9�5 thin)of the rettangular I I � ­ I , , � �f0�1 I ,"; r I 4, 4 1, , �" I � ,.. A-ta. ''m'1­1 3 00 I 11 I � :: IF , -7 7 �FT I ­_ I I I _`,� � , E ns�, FIRSTFLOOR PLAA� 1,t , - , ­ I � " K4 ,2-1 It 1-8 I 1-6: Z 2-0 ,j ,r4l 1,, , 1-5 1 � �,I �'I �'1-8- A 1-6 2 1 1 - - , I " I '' () - , � I ,,YS 19,�"_,j,,,l,,�if I , ,:; �� 11 ­1 I I 1. , ,,, I , :� ,� ,�, , I I A ", I 11 ,, I t1ead'dopith."' "' " e ­g ' I ", ,� . I A I 1 _4�4 � , I I I '' ' " ' " ' '" �1­ j"Vm*,.hivoWjng,tfi exf'e'rio`��'64c' ,Of'#W40jP SCALE- 1/4"Fi,,V�0'1 6 I t 5mu, 1 " � �11 , I I � , " , , . I - 3 -7-7F- 4, ,�lj Fj�7 7-2 -2.3 �z 1,,I ' � 1� � . z. - I I 24x$ �-1, Z 2-8 2, 24�: Z ,34 ,C'�', ,�- '? I � I . :, . - I I 1. ,12 1 �_-_ .: I ___.�_-- I I � I , he tread, oil. stal ,))W, �ucit,aiitwi�-pl�ctimentb�fi�j�fiii ot'siding, � � � I'll 1,� �­' I C, ' " , ` ;q �;Z-2 I(s 3-10 I ,�4-4 --��-3 - �, 3-:R, 2 w3-3 2 � '_"'''''O"'Id"04i",N'T' " '­ ; � ' rways - I ,, , '� - I � M , , j,,, I - ,1 J,`­L i,,,ji,,,,,GLI, "' I �, k, "j" _-do 'Wifid6v^�61, 11 " -z 3-10 'a 2-11 �3, ,' I 44""'J"C�"U ""SIA ,"','.A .�, , , "I � -� "I'lifl'' , �pill at.spir , , or I& i4idik,14*1 le'dwrif 54, I . ] ,W I Y��,,;,,K �1'31in* ,�­� " I �:�,.-, 1-�, I?-13 3 1 � "I"irt�,I � �I � '. N ' ,,shAIfb& ccor nce with Section R31 11.10.1, 1 _1 I � I I - I I I "I'll .. ." j ',�� , I -, doot$'�­or'ft -4dittiot 0 a , , " I " r: .: I I 12-2*10 4-9 -71--3 , 3-9 a I 's I a I f porch"or deck,"is I � '23, - ,, ,-,, �_gx,-_A_,:,,-��)_ I �, , 2 11 ,11 � I � I .1 4-8 2 441��,, ,1,3,',� "�-1 3 , 41, r 3 �­4-0 3 3 , , 3 1 1 1 1 � - _­­--"",__ 11 . . . I I I - , 4"11 �"ITMI"N"­ � I " I I "r-, I I I '2-2,02 ul��6, 1 31, 1'1*'V� lf� 44, a 5-5 1, 4-8d �3 , 42 3 5-4, "l 4-T�I � -1 I I : "R311115' g&, eTad tus oft urvatu're at tile no$- 1��Xomj*frdfh� "Irements of(his section,, , 31141"... ,,,, ­ �. I � � ; R I ''I . 1- I I I I "I I I �:, ,I I ,I 4 4 ,,,", I I�_, , , I . I . 11,",�, , , -9, � '­­­ I I �� �I 1 4�zxli �446 z 44� '2 , 3-9 Z 4.9 2 4-1 : bl ",I'll Ill, 1-fid , ,th K' " h(f4prit).Afiosing 2' '"'­a1i `Jiori,drh4WfS'of4I' tit - ­­, 1 ,,,, "I 11 I I I ; 4 I ,2 4-1 z,� 0� , t 11 I 0114 I "" ",�,�f ,Z�",, , � . � i , , �, ,gs­alffW greaterl an.. ,fi I& ,�"-Itlstwfatlon, -tera , , p urn rigor ­ � I 11 � I I =. .1-9- I �I ,�,z 1-8 I 2 1_4 _ , ,Z _� ­­'­'1'_oi , ,,, , , are exempt�t'-ffrout the, I "I ��, . I I ,: ;'" 's4f� 'z ,s-t ,,z;,,� 4.7 a 5,10� 2 s-0 44: 3 1 5-S- . I , sionts , , :, I ,� � I tj�juxttb �Z'l " bt test�,tfiin.'/t,Inch (19 mm),and not more , ,mectiaJill 4 � I �" I I I . ± , b la-,��iufz �, 11 I ] � I 2 441 Z , 31 , I"PrI9 I I � I : 1'� ''. - I if, �9,91,10',� . �­ , I I '' 11 I '. ;; I 11 _iL, , �Wbh,17 In-hi"'11132"Ill 11-0-1 I 1111b f' ­Idedoristitrways, �1", �, C '' � _ , - I I � I S , 3-ZxJZ,: 6-110', 2 5_0 I 111; 5-4 , 13 . �4,9 i,� r�f � .'' 16-3- :3 4 �'3 5­2 ,3 rl �oflbf*se tjon, � ,,, ,, , I � I 1W I ., 6 -7-, : 11 I , I � I I 'I" .1 1,I" I �, 11.1 � I . ., - P '_ _ , I � , I 1, ''I I- , 4 1 12 1 -9 , �s6 :Aiisem�lh` , ,6, I projection shall R315 'ld0ad6lA;G#, di,nonoxide'6atYm'bt,'Ww,NHng"iihi& �, J '11 I -.;�� , � 4,2 -8 , '577, '?� 4�o ij `­I � 3 � 774 " ,,2 4-3, ,,2 , fi 1: I . _* -5 2 - I 1� ,I . I I N 0 - - - - - - - - - � F - - - - - - - - - I I I , I 1 . , 4­8 4 I 4-21 � 1�I 10 ,, st: � - F 1, � 1,44 �I I ­ 2 1 ;, 2� ---I r___ I .I . 51,ali�be Insla,1.1e,outside,of each separat 1� , I - � .- . ... I *J& , ., ne,sle I I 11 %� ­ 840 1 ' .1 , ,eping area Ili the eod,t 6,sfhalle�st*nos� 1, dia i ii, �­ - 11 I ____/ 11 4-,Zxl0­ 2 5-11, ,Z 5-3 21, 15-11), _2e ,2 ,2 4 ,-g � 2 , ,,,hot h" "' ' Inig prqj"e'ttion by more than � i;�2 � 8, 1 ....I............... 11 �_ �15 , I �� � 6-10 I Z� ,6�2 �2��,- 6-9, �Z, ,44 3 17-9 '? l'" I 1 1,541 I , log I -7' I I , in t , n I I �� 11 I , �6�7� I 1 59 ,kj, ,,� ,"', ,,,,,, I ,��,of", ),,,� W�,�,,on",�'two,,( ing the I fy,�f'the bedrooms Where,a"fue'l-hum I I � 0, '11, I � � 13z,4681,119,151 we , ;6les; bif6ludi I I I I '11,1111 I [,,4-2 K 12 17-11 1 ,2,�,'' : ,, * I , i , ' qppfialwe,is located within a bedmo 0'r'Jt­�, ,,,,hea 1w&, I I � 1, 1 ftl �,�� s"AllwC, I I � IN I I I I �_ I I I 11-111 "I' ll'' I I I I 11 I I I I `�'�" '111,06s�09�­ ihff"JoviA"6 IF Atlors,and land lags. Beveling of . CKER FRAMING I I ,YfWSf,A inch-Z�",4 ,, I' rw '' ", , ' ! , ii ,at" �'',",,,,,, I room�a cait"66"lo rRixide alarm shalim it"Ied w1thin'the ": . r_�11 r0RNrr1q/ i I I I I " I � i � I I I wm,,,� Pbu pot$"afv 1`64-0,,0470 kpa, I's 3 Ibc I I I 11 '' -1., � � � SCALE'MT.S , , I I �ed"d inches, I ­11 I I � masings 1;h I"ith o"I't,exceed V,"""' h(1"2�7,turn). ,hedroom� , 11,��I � I � I "A Spailsaw,jilwalfitt 1, . � I ­ - 11- I I � I I , ,�l . I I I,�� � ......� ,­_­­­�, � I 1 .1 I . I 11""1111 I -­ I I I. -�I� I � "', � � . I"" -lExcelpittill;'A'hosing,Projection is hot required whore,. k3153 Ckublifitioh#Jarms�,Coffibfithilon ItafbW'ih6nox- I ': - � I . I I I I "Ill "'N ­i­ �e iumhez Shall lie "at]" (:6 � I I - 11 1-1 - I I ; I � . .: .." , � I � �, I � I � 11, ide.mitsmoItc-'Athrin's shall be permitted to be used in 1,lielf'of � I � 0 1 1 1 [ I �,I �I b4'-FVM4td.'b" � I , " -the tread depth is not less,than'11 inches(279 nunI. , . I I I,- 11 �, I I I , � . I 11 I I , " I .,I,a�h wmloxl&alarm� I I � � - . I I— I CIL�Q . ,'y I ..R311.7.5,4 Exterloir jpl�fstic cottliposite stair treA4 " I ,� , , I I W 11 � I . ­­­ 1, ia� , , �,,, ,, � I � . . I ", I RU5.5 Power s6urte. , off moboxide,%Alaims shall I I 1, I I I [ I 11 '.. I ,, � Plastic,composite exterior stair, treads shall cotript I I ,"I , � I,,, . I I I I I . I I I Y F� 'Ave.olteir omary power4r , , I I �, 11 I I � I . � cnoIbew � e( , , ,� Whig whing-where I I , I ' I I �-,` th'the p s soctionAnd 5ect lotff,R501.3�, I , I ­ I I I I �� I I I , �rovtslons ofilit, i"41img Isserved from-a coo at s�*rce Ond,:where I I I I " ;1 1, "�, - . I " ��,"_o "I'll"��"I",�",�ll,�ll""I'����,'�"11,1114 �, 7 , " ";_ ft`� ' -,,'-- 'AB , III!; ,'­� " ,, "�,� 01R,N ,,,",,?,,'�­t - , -, , " , _� I �h'11", - ,� - . � I , ,,,,�, � -,--,-- ,� `4", J 't ",,�"4"",',�� g,'- I i --, --, �,_g "," "�_!',_� ,�, . I ;�,,,, -,­',�.......�,- �, �,""""g'? Lk RE � jl�'�,,'� 1W,,��:,�',��,',',"",",�,,,� ,,,,,��,,,���,�1�111, ,, W, I I � -- ,,V "', 11= V I ,a ,� I 1, . "" I . � 1� , I ""' `"A ,�,,�,,,_,,,,, ztv A)w"OCR I; �'w , , ""M I� I , I I I I,"'x,��, � 'ArM 1, -1 , Ali ; ,Ary power is interrillfied,�4181fifle"O" Ive p I*,"er froot'a. bat- . I � in,of, , , 1, � , I I - I '' ­ I'll I � I I I I I I " �S,'���?`N,, I I n I I I � '���*;Q� 11 � anu��nl " t,�ry.,Wir.i.ng'st.i�ilbepeftwhenta witboutadisconrift'llng :" I : I � 11 1 1,""""" fii�-i" pftwawmp�-y � I L_ ' � I Swi than"djose required forovercortet#proto�djon. I I I � 1, I --....-. I ", _, Pu - 34 I ­ 11 I I � I I I 1�: I. I I , I I I I, ,8uW)WGWkW,#ft# I I I � , � ,- - - - - - - - �; I 'WADERSAW , , x I . " ,jtj , 11�'. " � "'A , ,-­'N, �� I , , "'' _­ , - I �I � . T"o I 11 I ; ra I 11 I "I I 11, ­ ,� ��_', I �, I I,, I - "', I - 111-111111" ,"., � I I �WE "W," , � I " � I�,P om�l ­­­1*4 11 I I __ I I ,11 i I I ,,,QROERS . so I I � ,,, -- I , I I I . I � ­ I :_ I 4 11 , .1 I I '13UPPORII*G� � , __�� , , , I i 11,111s�in 11­ I 11'' I � i ; -, , � ....7 : ,� , -11 I I imr,:, ,��� , "i , I I - � 'arhon ffjojju�j4o', 6 ,LIV .11 ,,, I I� � Spain 11, �, I son, '07 I 11 ,, I �, x 1�' " '' ktfiki.,�ihal 1iepermitfedjo,,te ING......_A_' ,R.E.,_A � Nk, N -� I 7M 1, , _( AL1 ­­'­1,',1,,f "" �"I � I I ,�, " I I W 11 I I , ' ' i ' ' ' I , I � 0 9 6e " , I ''I'll I 11 , , "I ''I I n � I � ,bAtte,tyoi*ealt-�����,b;tlding,�� 1,8,'4-7,-,-"9"Q,��,�,�l,"",-,F, DIA I I I 1 9 1 1 2-2x4 �"24, 1 1'��;,�2-8 1 1 1,24 I I I I I I I I ", I I I 11 .� L � __ - - ___ . ' 'Commercial pow%,,�,, i , , I V '116-21, , , "o , I I,II�� __ , 1�9ff , 11 2�,�6 44 J,- """;_ 13-6 � ,�1 I � , 1, 11­_71� ,2770�' , ,, ,,, ,. 5'-21' 9 � (5 k-13 It OC 11 _-L I_'_-, OC . (a � I I -111, 11 11-1 �_�_5�11'1 "%, , I I'll, ,�� I I 1,�,e ­ -__'___­_,, --- __1 � 11 --,,o, - :,I _� 1�el jP 11 I 4`9 I I I , I � ' � ­4 �` '. , , '-��1�5-# ,1 A-P-1,2 , , 1 �12 11 I I � I 'IV, , 11" - 2,Carbon moho)dde,'�Iarms� installed-In�,atcordance � I " I ,jR*a I +A. , 1� 111.2 Egress door.Not,less than one egress door shall be. , I . � I ��� � - � I I I I '�lfi 2 2 , An be p ifo&th be bat- � I I � I 11 I I -- !!!!. 2;1 11 1,.�­� - I 1­1 , , , ,: ­1­11 , � will,-Sodf6o',JZ I �� Ti-lo ,, 7........7 I lt� 4 ET �,I" 2, , 4"ed for"each dwelfipg unit.,The,egress door shall be, ;_I";­;111, A __ erml , '14'-O' � � I 11 I 6 I '1�11.,�, ­­ , I I I - -, I �, � I �I � I tory PoWere ', I � * 1 Q'-4`!` ?_4'�'Q` &# � � ... � �'r I 11 I L' I- I I '' � � I � ­1� I I I I 11 I I I - I I 11 I " I I . _�tv,__ I X12 11 11-�,,#-1 , , e r�l �" "I I � I , �side-hingeti,and Shall provide,a t1tor,Width of hot less,thab,� d , � - ,____11_11__1__1 I'll I I I � .00, , �4��r - � 1;1 � . 7_2 - 2, - 1�I 11 11 I � I I ' ' I 1 V inches(813 I in I Q'where'rneastik"6etw,r, I tile face ofltho� I xh��01Y -,*'2*I U, I I � _16-3 1 ,I � �S-7 I- I I � " I I evil � - -0,"; I , I I I;- I 11 � I I I I , .- , I � I I '' 1-1-1 I �,�� , ��111 �,��, 62 ,� , 11 11� 00, I ,�$ I 7-1- 1 2 64 I : I ,Wlth the d,, '- � 6"d gr I ,-,­--­-­-­� "" I I 11-1.1-1 � I I " ,,,��,n�, 11 I I I I I I—,I,­, "I- 11 11 I I I 11" 1�17 1 1 1;t,k T1 -9 , �_1� . I __.�._ I I I '400r,anil,tbe"",��tbo,,',",� " ; '1�11 ,���I� ,, "�, ���I���061ft;,,Oft � ,� I � I � dorgopen§ e-_ e',ies,_(l;57,ra4)'.` � 11 I— - , - I I I - I 11 I I I TP I � " I : - .1. ,Jhc cleafheto,it,4N�door o Ft " '. 11 11 �' �­­ " Ood$ill plates and �',�­� ", � � I - � � P"12 ,,,10,2 2�, ,,,,,, ,&W 11 I-' I 11 ,,,, I -_! A ­ , z ,444, . I I WrMAOIJ llf'0000*W I ___ ��­­ "' , , '' penlngshall,bonotlesstbart7g 11 I ­ ,,, , I-11 - �, - I I , , �, 10' fot�"iL , , -*-1XnW0fW_#0 I 7 1,,,,, , +�5 1 � �jI '' �-­ " '', , , �,,, 4��I 1,,;, ,I 1�' 1� I ''I 11 I 1 , 1�s I 1hefimiis�'1111981 mh� in height measured from the,top ofthe wood Walls slupported directly on Continuous foundations - "' 9 I 1 ,4-1,v 8 'I"I I I �, a,,, -� I I , ­ 1� i- I I 'oft�)W00tR*ftW141L ,��f I � � I I I Awk,, ,�,, . I ",� �; �I I I I,vto Z, I I . I threshold to the bottom bf1hostopt.Other'doors'Aiall,not,be, Shall be anchored to the foundatibrer in accordance With,this �IW711_ , 1­�,, I �, 44 1'"�z � twl � 11 I ,,,z. , 11 I J_� ,wa �'l I � I , � I ­1 .. 11­. , , " I , , ,, , , Irequired,to"ic , 'Jili tl*,�$�",,�!�liliitmul�.t�,',d'iiiii�fi�sib i - ,- "", n � "," -,�'," " I 1, ­"I I I � � 11 I I 11 , I I I E I..... ,�%,,�,, , ft"', 1�'z I I � z : pthp,y,r , ' ' s. , I I" I 051 ,�;� I ,r ��j�%� jrl�� I", ,,, +21 XNA�_�, ,�lf#:� , I- - 1`_­­­j,', ­ 10-2 , 11 ­V10-1 " " , I ,,f 11 11" ,,,, I gre S, �1' 11­�', *,��,�1, "' , I I I , 11 ' ' I ,, ,� ,, ,& section. .14"fmorfuz Ok I 'r " , - a oum d -Shall bV, citill"5 Ill...fibbfli­ide,ihe� " 1 0 , I 10 ,� _0 I r ­­. divellin - 1 , , ",'' ,1r � Ta" , WTN#,�, I I I � ­7­1�7,_ 1 1 "I 11 I , ­r 44?<4, �� ��z " _ �........"I, WD 1-7 1 r -, 1, ,"" I , ,��,­'­_­,­,­, , ,,,1. � I 11 �3� - I I I I I 111­ 'r � ,� � I , 4 , , ki, -,, key";Yrs, 61 "6 dgie o,refroft."1, , , Cold-forrhed steel,frbming shall be anchored dii6dyto ," __ el-, I n"I'll, 0 � ­ I 11", �­4"'r ��11,�,_"§[lS##eW, r r'� 111-L""""", - , , � w I­:', � I ,­'.r�1�� � 'ti,X6 , , "I'-11 .r.9 11 I 2 I , 1 13 Z,t ­­­r , _�'j r �, �", 4C,R, W7 Z/1" 11r I , , "' �" " , I" - ____ I , r 1 3-2 � ir'r,", � 19 ,�Z� , ' 7 I �,r �, ' 17,�!,� !�1! ". I I r P(,wm 00W 0,# I 11 � I, I I � I �� z � 2-2-46 I I 171 '_....�r, , � I , - I li� -�­ "I ''I 1, I I I , *atid'landings'itexted4 doors.1here,shall, ' Ste a �e,4 - I ­MeAk I - I 1117j�j5l ­ I 11 2 1 � , r 11 , �� - _ " �rr , - �, 3 the foundation Offa nedlowood-sArpi ft$an6horedto ON $ �,� ",4_1 r , � t311.3 F1 I I 11 - 11��_ , I ��, . � � �r " , , -____� - , '- 11 rfloof,cin,pach siflo,4pach GOf AIT" the foundation.Anchorage of cold-formed steel framing �"',," ,"r � : ­.- .�4­ ; , , ,,, 1 r I 24 � a �­­­ � 114-10 A - � ,be a landing"o ,!iextoriord I-Tllo� I r � � I X J'A' r 4-11 � Z , � I I � , I , I t- 4 1 � ...r.,�"" '-­ � �� r --------r I 11 I 11 11 I i , I 11 ORA00DWAMIJIM , � -� �, "I'll I � I I I � r I I 1- �q I 1,1,� HIM I I a � '�........� -i-- z : I �� : ....... - r � I, I I �', , 2 7 r - 13, ,� I "'EADERM ,. I ,, 'I 1;Ilial"I 11 ,I 00r5e!Yc,,,� AVAM -'N&$4A0W`M8* XH , , " I I "DER PP H I I , ,4.,g 1 "" , 'ahAhe d - ," `d'; and sill plates supporting cold-formed steel framing shall �_�Ww_�= r ­7��!! .r rr,2, .� .r r � �--, ,width of*za landing shall be nqt�iestnt � " I ,�,�,;, , ��, I � I I jr ­_§ffi, ­'f " I r dt,", I ,� I r. I I I - - ;' I ipwsi ORWKSWOF , 't I I 11 'i,W6 hi�ts, I avv�6 �,;4�,S� , , I �3-11, r 2 , __­­� .r'.1-.1.1.1 11 r� PANW,&� ,,, r Ir . I I : �, Ye 'e C `39 be in accordance with this section and Section R505.3.1 or �e _��,, ­r_, I �� f I I ffy" flmjg,�, A Ver a,y' E ''14 41'"'sil"T' '"" dth'" on o 'uoj� eS's'r arf`�� , � I I I .. r''I� 1, I I , I ,J:� ,� , , ­ OW r 1. I � I P440.��, r 11 I I 11 I Z, I n ''I -___�__�_ ,-,r,_­,""_ !� Aoeitwirptaft�,"�"".rr, . _,�r , ` �;��'_ ,TAMNAW.M041 _ _ , � IF I"r �� , ­ , I I I 1;1­1'11 , , r 1nithes.4 , , a�4f,,4,,i�, � I j,:2,1(yr - ­: , '4�' , , JA�Tnui)"measurffj-( 4lie"'direction-of,ft � I � I. -& It w1ow-0, "" " , � �, I'll. I 4-91 64 1 4U,,:r, ,, , , , 11 I " $K#4i�,� I I Idp , " , , %f;k � I � I I � , ­­ , ,� ­ 11 "I 1, r I ,�- I I �CM � PAS I I O�*�� I ,nS OR0f&AN2tD8O* �! A10,4M., "I, � � , r � � =-=1 I , I � _ SID R603.3.1. I ... !, ! I , , I r la, r � I 1, I , '_� �, ­ I It I I � I 11 3-2 X 12, '1741 Z11 I� 1 2 54 3' i r Or rdings Shall not exceed 1/4 untive ill `�'PAIIE , AS11" ocomma I 14, N�11 I cal!it I I I I �� 1*1 ' , �I I I I t, I "A14410T0,01010N, �, I I W - - . I I", I'll I I , 11 r2, .I I , ,11 I I 11 11 � ik z I 1, 11 1,5-3� � � 12'LluitShort,ollial 1 4 ,I ; $05w4w1w", I I , �Irwo,,"­' � I 1 ,(2 percefin)I,' Wood sole plates at all exterior walls on monolithic -� � � --­­� � "I... i 01k, ,�,��­ ­� '­, r % r W ,0 11 ,� A-2 X1 4-1 1 4­9 � . g", 111M ,,", ..I Ir I'll ",�,�, , TP\"" I � , r. � ,2 1 "', . "" ',r r'r"� ,�', ­ I "I", � ,,N�l I , '4�6� " I I I � , ,�,�r �Ir�,,`,�`,',�";�'�� "P'R 11 " 11 I 1001424'0f I,r t &IiO6 - , - , I '­,`,"­. ,, , *h , , - r I I �%_; ,,,;r, r I es, 1, � � I � slabs,wood sole plates of braced wall panels at building , N$ft� - 6"' ',�11 -� 0 , , 21 - I 09A r , ,; r I :1 k, I; I �WNWAWAtg At - I I , I � I 11 I '' I . I ' ' ,,'�"TE , ,;":",-g',-r' I � � ',�',,fl "", "I ' � KK N � 9 � " 11 t _;1 t - r,�I 11 I I I I I I I I.Z ,I � I " LERPENMULAM , �� T, � �, ?, ,r r I , 'filed ­r"11 f alolcl� "r 0, � , . � �, -At ave I e ,�7-7" ­ r � I �, at interiors on monolithic slabs and all wood sill plates shall �r I r r r.rrrr....r-�-­ r _" I , j--- 1'2,� , -At a _ � �I I ,� only'at I MVPF " PF � � 9'' , 4. ,,� I I ... I I I I � " , -r. rr I- 4 1 r I , , - , , , � I '­ I r ,� 1�"', rrrr r %, �; , "I � I � I I 'I'll, 11 I Irl 'r , 1i I �1 111� ­L , 11'', ��, - I I I � r I r R1 - J an 61mbes, (914min) measuredin'the � 1 ��$T"P��j , ,,, ;,r­,­',',­ . , r e"', � pt �_ I I I I 'r r I I I ' "" - be anchored to the foundation with minimum 1/2-inchdiameter i �1,"',�,," , 11 r,�W;! ttgr[rIUCOVEM,�W1% - I I rot INS nun, 11 "*%",,�­,'r 'MAxi"� IREP ' � I I � "Moto I � A I �-,,"I - iil,� I'll, I I 1�_�N"I�ewooti r t far 1' I � I I ,WoO � I I I 1, :i;111 �� !3i-� ,h-26 4 unn,)ito- 'r ,, I I 11 . 1, ,,­ I 11, . � I MAX"'"Y � I I .1 I'll, I 11.r rr Irl "Ill.- ., , 11 1. ���.�.� � , '=Oft r - I ,�1:"-11�-�_, ,,r""r,f;,t,,r, ', aad�11 I"I 11 11 � I I dir tion of" Vol., I ��,� I, � ,06W*)161 ", I - 17 "I r f , ljr,�-1 . r r I ;, ­ , I I (1 2.7 mm)anchor bolts spaced a maximum of 6 1,1, ti�i �-",":J""" �OPEN �111*0004e` V*Onpo_."" I'll, I ��I iol 111. � I 11 Ir I',, -� I . . I I VRAWW ,,, 0&91�ow� r ,I I 1, ' r 11 , I � .WMML rAND ,WALL HEIC "S .W ,,vI#w,*%Ai,,,� W1.3-3 Flotor,#Jeivatiow�At ogiress,doors, WE "i4t,,,,W',".,,�� I,, �P ING', ` ,Y`11�� ,fr,�, j, " `M4V­ ', 4M 1 � 11 . � r�r r. 'a,* "" K11 1-4 & �w �� ,1,',­­A I I I ,,:,,'�� ;I ' , , � , ' ' 11 11 - , __4 1 1 1 , "I'" 'r ­­111 11 "" I I I I I I I �r "I r, �,r, , 'r' ` 1, � -,,­,,jjA-, I 1# "I �1;10 " It *1 n I 11 I ,r I I ",-, ' ; f r ill�'�"'� , , do , � I I -, k ­`­�`�&d`f ," feet(I 829 mm)on center or approved anchors or anchor i I* , , le " , , r, the t."wi* ' ' , , r �111�11 � - � , , rigs-"A"'ll" 0ofS'r " &*!�,i � , 111C, , 'AI&" 130 r I 0 1 4 r , "�" A"M �(1090 14 I , andl' W', hi's e ,I a e,reqntred egress or I I I r I ` I r - I 't" � , , I I 11 � 11 ­ � 10 I I � ,,,,r I I I � 11­11 1 , � 110, I . I I , �" A benot more than 192 Inches(38 mml,lowtr than the,. straps spaced as required to provide equivalent anchorage . I I � , 104*90e�l ­­r 11 : 1 4 1 tt:i:is�ed by,in I .. I � i 0 I I I I ; i I I I It"N I � I � I rr r I I I ­,� __ E�# ­�­ 1, 11 _� ; 11 ,� _1�11� " I ­ � I I 1, � I I I , ,-,r'6 -11 r-1 1_____1 I "I'll � ' '00,' I I I � _ -M ,t,w- � 4 �4,M ,,,� , top,of fliO4hreshold,, 1, 4 i � "l, to 1/2-inch-diameter(12.7 mm)anchor bolts. Bolts shall I ,# _, r,�" , � Iii, --- 0 11,0W , ,I �, I �, I I I , r - ""."''. - �_��rl ,, , 1�. ,�11 : , I r, 11 r � � r , , � , % _­�M, ,�' rr, j,__,, , I or 1� I I :,__.� I 11 I I � 11 r " '1100l''on the exterior side I r ,j 1, ;�. I 1, . M'r A"ff I I " _, , I 9, 1�,,l,Mr" I,M,,,� .4,00:," ---,,,,I,,"," � 11 , _���� I ' , 111 ,r, 11 r ,,,lie landing, extend a minimum of 7 inches (I 78 mm)into concrete or N � r I'll Exception: T I % �, r,I � , rr �,_", � I " � I r, ­ , ;, I,,, , ! " r , " ­ � � I � 11 " I'll", I ' I Inches(1964tim)'belo*,the grouted cells of concrete masonry units.The bolts shall be - I tziiI�, ,�,,, , , 11 4I I I ii I � r , �­�, "I I 1, r I 11 I r I I I I I 'll �­ ' ­,, I- , ' ' 11 rr ,,, "r �­ ,,,,*;rrr , ! I shall be not more,than'73i,� I r I 3 "I r .11'r r ?,07fi, Y; ,,,,,,L��2 �>_111111 " r�kf I I 11 'MI. I'*�', 11 . � r, � " -dneili, I � 1, "'Ill", I 14 r' Ir. ­i_1025 �r r I �, I I ... r � � ,I 0 of the ild,pr'vided'Tho door does6iot��hi( located in the middle third of the width of the plate.A nut - I ­1 11 ,I I I- I It I I 'r , . ,o P , 1. ad, h,"""r- I I " ,r � I overthe'l� � .- I �A L375, 2400 2,850�, ,N DR , , � �� 11 11 1. ,r,-,,, r ­� and washer shall be tightened on each anchor bolt.There r I , ,� - ,1'�75�, r I I It I . 11 .1 / W.r Il"I- ,­ "11 I : 1 1�47,5 T,5oo , I r .,Whtra,ex ,riou,an-dingsor-, oor&servmg',1he�'fejdIrbd' � , P, 1 3,125 ' I I I ­ I ,r ,,, � J, 1, r ­ ,� , � I , I � . ,ej��doot ­­rrr, 'r shall be a minimum of two bolts per plate section with one ",,'� :�, �, , , , , -_' - I I I r I 11 are�norat pade,they Shall be provided . r, ­��" ,­ I I , r,4'2 � I ''I ' ' I "'4" - ��"_,,A-177�111111 I� 2 4 11w, "j I I I� I I With , I I I I I 1 �"'2 r I 41 1, I 'I 'r r 3,450" 5 DR, " W.�_��M�_,.A im W_mum'.�Wm%I Im,I�-�F JINWMI I i o;2 G41 r I 11 _4.�", rr r I� , , I 10, ude,by�utemts or a ramp-in,accordance With bolt located not more than 12 inches(305 mm)or less than , ,t ,, ; ,�N"FVvINWMI" I'll access,to gr , � , ,?,,x,4 N '*"--' 1�1 ,, I- �' , I -� 4z f-I ' , �,, -�- 11 11 I "r,�... � I I r� � �, -9?5� , � I I Z, , � 'Ir 11'r, 11% "'1015� --�Ziw, 1,�­'-W ��,-Pg- 1�� ­ 0 � . �r�' . I 11,,,, I ­ I� I , 11 �,, r r I ­ � ,", "I I I 1�', I I ,,, ­ " . I�, I 1, of,Z�­ , � I's I ­ I SeCljollR3Ii1111$'1,10 4,�st-t,w-�ym,'ttj.&rdanci�,�oft�SeceioTi seven bolt diameters from each end of the plate section. � r,rr I � ,DR,,,;,,,,,,,� rr ,"," �, r�I � ��Momo&w I'O I I I �r, A- / -Mlf',T, � , 91, -T,-150 -1,500, 1, 'M - !", �uw ,,�',,l ,...�, � I ,- 11 � I �1z - 12 III �,� � 1 ,,:� is � 11 %-Z 11- I , , �, f, �,K � ­­ � Interior bearing wall sole plates on monolithic slab foundation . � r,DR� , " �AM ; �� � , 11 r Ai, � I � _ � ­_-'DR I i66iiiii6iiiWA ,,, �­Igll­ r' ' /I I 2 _01 I :,44 ,2,8751 r 3,375 "",',"DR I'll � S'Jaz for Pther exterjor,,doors.. I 11 -11, . "' M "I�,1­ , �,R311.3.2 Floor, elevations, I I rr.�.�� S*1*0410TOPAM�� ,'I v111;111 � �MWO I that are not part of a braced wall panel shall be positively :I, I-' 1�, ___, , �� fWjVW r OM 1, 11 I I / 11 :,. , f" -I �, 11 � I DR �,DR � �'M' � ,,,�""" , , 'r,�_%"' _, - ­ ,� S' I I pro-I it AM 13,975, . ;,�<,,,� " r ,Doors othordnin tho,retitilred egtfts Aonf-hall be I I '_ 11 I I DR " 1111­1­1," ",�=_ ",Q�flll fto;% I 09ft 1, � 1 , Irl I � I - anchored with approved fasteners. Sill plates and � , I - I" 1 r" 11 Ir " 11 I ' . r�' 'vid6d*1di'landings or flji or�- '" '' , than 7�%, � r I 11 I I � r I' , g � 1, I �kp m not Inare 'Ifn* I : : ,P`.�'­- " I DR�,�' 'DR 1�"'I)R"�,�` I 11 r � ""r�­r r,' _ � I I I � � I � I �r .1 , I �r 11 " I r !:!_1 r . 11 I !!!,I - I I r ��­,r,�r�','�, ­­­ r. I I 11 � I 11 I , ,,,'11�1,1,',�_111 n��� 11�;� 1.""''"",r J �, I I - I F__1 I I " T '050'rF r I �� �� I 4�11 5 I I � " V I q -44 1 �ff 4 1 11"MI , I *ooO$MCn^ALA4(gLsW_*"Ao I I I � I I ,LENWH 1, . r ,..r; "I 11-1 'M , 11,7DO, , '025 , , 'FLOOR�FRAMINGANCROR,,QF_9,,M. "- .I � , , -I�,11 11, 11, ­­,111 ILENGTH 11 I z, , Exceptions: � I Ir' , I vi� I I 11,M111 I 1 1, �3 � I I , _0103144oir I I - '� ,Shol& '34 " I I I I I I _�;A (196 , sole plates shall be protected against decay and termites 41, ,:",It, _ML_M�L I I �, ,, .,unw,6clowthe top,,pfilto,ifirc � � ,""1 ,g� I--- I "A >,DR 1�� I , - I � � 1 Ekteption.*lA�fbp��i.;ftt�litil�vis not te9n1ted'wbofe*9Wr� where required by Sections R317 and R318. 11 I I ­ I I 1.:1.1 Ir.rrr'�r.111 I� �A, " 11775 1DR :DR " r "Moll I I ' ' 9­r.r ,11111111 , ,,,,,,, I � MII&L 1 1 NEL�I' theexte- , ',,r 'OVERRAISW'WOOD LENGTH, ,. I , 0ovW" n I�1'1 `� 1, �1145"�1 3�225� �",Da 11 WONOTL fo 11 11 I I I I I I I-,-� . I � does not 1. Walls 24 inches(61 0 mm)total length or shorter It i-;"12�.� � I �� 146 r r� -, �I 1� ., *WREPOMLSH"MM 101w-1 I I I I : ,, 11 - . � � I �2NL I I ,,�," r 11 I " '"" I , , , , ­ , �­''' , 11'� � '' ';'uo'Ac`ro� 'Way ide (, th ' 'ri'r S - � I - - I ­ I 11 I ", 1- �;�," I , I , _ - � I 18 "MV, , � '' I , ,",�,,,,,�,,�,,:",_,",",� ,_ g""the . I '2=,-,. "it � _', '', �,Al_ ; I'', " ,wIn ,sl= 1� ',",�'L' � I I � � I'll � _�, �� , I � 'r I DR DR, I I 14 ' , I � I r " � r �,r'�­,,,r,� ,,, I I I 11 - connecting offset braced wall panels shall be I �'I.r - ­ I r r r �, "��,� ; I lit"I I I I" �, 11:1 I I 11 I, , "" , 'I ",, , - �� * � ;,rl�"". �1'�,, ,,, I � I-Ajz- , , I , 1, I­'� '11�,,� "'' ,� r I I L '11­�­.�' I ��'!';?�& ' 's , ­1 , , �1, - r ­­� - I �, , 1i 4*kiCr6i4LAi,4iL,,,,�r' $­"' ' r'' .�,I "I 111,...I 1, I e­ 'doors shal 4 "ited t' ' 'Z,"`,r' �YIDR�� J' r W666 r r r r,,,, ��1, i, ,,,'�', , I � I o swing civerrx,ferior stairs and --- ---t-l,­l+1­4­4 ;_44- ___+­+W�A -4*I,- 4 1 ,r , � r DR ,DR , ,g -W Im ,*W" , r ,,,r !r, �P, , ��1 ::, TABLE ftf)2�10,,��'2 I c p6rhil , - I � 5 ", p, / 81 -A:, Navy"ropofsoo' I_ i4 . A - 111.1 -1 �,',� �R311.3.3 Storm and screen doors. �torm and ,screelh �Xl �� 11 77��T " " , - ", I' BRACED WALL PANELS WITH CONTIOIJOUS,$44EATHING � � I_ n " � __ " 'i"i" 114 � 11 anchored to the foundation with a minimum of r I ,� , V0,-, � I ,['I 4� , '�,, ", rTL f " :I 21 e , ;0E - 41K� A"4t44 Ikw4tW4 ��' I I I I � I I I- ____ 11- ­ __ - - - r-1-1-I - 11 I I� I - _____ - -------- _ ___ __ - I I I' ll ____ ___- ­ __ . __ - - - - ___ ­---­I ­ - - � � I � �- �, -1 -1 - 11 I � I ­ I I - _ _ I _ I I I - - __ 11 I I-_. � I I- �_ ____-- ___ I I I �- � ____ - - � I ­ - -- _______.____ _ ____ __ I r __- _____I——- _ �. ­ __ ­- - - - - - I 1 _ ___ - DocuSign Envelope ID:92591E95-A359-44FF-B637-FBD20DCFE94C v 0 0 c I _ _ _k _ „ `T�N° �N�o- - 1I, _ � - _ � _ _ _ . � u_ _ _ M46MU_ 2849DH s — — _ — - - — — — — — co8502.8 Cutting, drilling and notchingStructural floor . xIIIIIIIIII IIII!III IIIIIIIIII�IIIIIIIII I 8 '}. , � , J yIII(II(IIIIIIIIIII{',G3�',,``:IIIIIIII(IIfIIII,',' YIIIIIIIII(IIIIIIII �IIIIIIlIIIIII , lX�1L—l' A>Dxr3» ,WW , : members shall no-t-bD e.IM LcP EuLNtA—S>,Il Ib—Ai 3 o nF�11r O—e•1R d. Lo-2U r'M n BoC � Etk' ;ic p RDh SeX Pd E P in L IEeYSx W,c SeIZOsEs Oo fD t h Se H EAT �a t s�l, - °vo to CO -S-b�+—No0L�LIN°�voI ( O 13'-7 13 -O limitations specified in this section. See Figure R502.8. 0o LO 91 W ax: CL FRAME CHIMNEY THROUGH ROOF o (SEE MANUF REQ D CLEARANCES) BEDFO QM........ k0ilg&Ch s J zn lrYD12 -11" X 13 -8„ 12 -4„ 13 -� -CWMEFt a IAi:1Y3lNAL 24r aa ; M TO LAND BOTTOM Of INS D(ACTU4OF 7 . — _ — _ _ _ _ _ — _ _ -- Df41 UTTiN R502.4S AX G,WTCHNG AND DRILLING 2668 2668 Q— — _ — _ _ - — _ — — — — — _ — _ - _ _ _ — _ - - _ _ — � _ — — — 9, D" INSULATED DOOR2 X6 INSULATED WALLS � W 04I�Aa1cONv TH co1 - 2468DN o ix 50 2"X ROOF RAFTERS(sEE ROOFI _ I &LOCATION. N BELOWOPEN CL 6'_-6„. Q2"X EILINGJOISTS(sEE CEILING P FOR LUMBER ECIES,SIZE,SPACING&LOCATION. I � FIBERGLAS INSULATION 1 ENERGY(SEE MAS� COMPLIANCE ATTACHED) �1 F _ B.QN . . ROOM l4'-4" 23'-3" 5 2' -O 5 2„X RIM JOISTINSU ATED/GASNETED ACCISS DOOR TQ ATTIC L V"N-G�EA a_5 S.Q- FT SIMPSON HURRICANENo cathedral in foyer. #M-30(OR EQUAL METAL TIE STRAPS 4'-9 1/2" @ EA.RAFTER WHERE DIRECT NAILING TO A CEILING JOIST IS 14'-62 NOT POSSIBLE. Raised Plate Detail SECOND FLOOR PLAN SCALE: 1/4„= V-0„ Scale: I/2"=1'O" — _ - - — — — — _ — — 12'-p" 24'-0" 1212 2 X 8 CEILING JOISTS @ 16" O.C. ARCHITECTURAL ROOF SHINGLES 12 12:125/6F .... ATTI C JOISTS @ 16" O.C. 2" 10 HING 12 R-WIFnERGIAS INSULATI N 2"X 10" ROOF RAFTERS @ 16" O.C.R- FOAM INSULAIONW/COLLAR TIES Ca 32" O.C.12 12 LOCATED 1/3 DN RAFTER SPAN12 12 12 14-4 BONUS ROOM 2"X 6"@ 16" O.C. 92 5/8" STUD LENGTH BEDROOM # 2 12 8'0" MIN. FINISHED CEILING HEIGHT Jr 4'-�" 4 �, OPENBEIW 5i65/6 � SINGLE BOTTOM PLATE/ DOUBLE TOP PLATE /4"T&G ADVANTEC 3/4 T&G ADVANTEC GLUED AND NAILED.L ED AND NAILED. I-JOIST FLOOR SYSTEM; I JOIST SIZE, SERIES &SPACING R-30 FIBERGLAS INSULATION TO BE SHOWN ON MANUFACTOR DRAWING W/ALL CALCULATIONS FOR BEAM AND JOIST DESIGN. GREATROOM FNTR R-21 HD FIBERGLAS INSULATION 2 CAR GARAGE 2 CAR GARAGE SEE F/RE-RATING NOTES SEE FIRE-RATING NOTES 2"X 6"@ 16" O.C. 104 5/8" STUD LENGTH 9'0" MIN. FINISHED CEILING HEIGHT SINGLE BOTTOM PLATE/DOUBLE TOP PLATE 3/4"T& G ADVANTEC TYP. 4" CONCRETE SLAB 3500# MIN. GLUED AND NAILED. elev 0.00DS C SLOPE FLOOR TO DRAIN TO NEW, I-JOIST FLOOR SYSTEM OVERHEAD GARAGE DOORS. JOIST SIZE, SERIES &SPACING R-38 FIBERGLAS INSULATION TO BE SHOWN ON MANUFACTOR 4'-.0oe DRAWING W/ALL CALCULATIONS rT BASE 10'-011 FOR 9FAM�,.NP JCJIS`j' DESIGN. fe Bq LE G-E N D SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE SYSTEM DESIGN: NOTES o SYS Sand ; eF MARKED WITH MAGNETIC TAPE OR 99- EXISTING CONTOUR FOU (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 X 99 EXIST. SPOT ELEV. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE " CONCRETE COVERS TO WITHIN 3" GRADE GARBAGE DISPOSER IS NOT ALLOWED TOP ND. EL. 94.5 2 PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS PROPOSED o FILTER FABRIC OVER STONE `' Dennis -[99]- PROPOSED CONTOUR PROPOSED 3 BEDROOM DWELLING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. pow 93.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 93 -94 o c DESIGN FLOW: 3 BEDROOMS CAD 110 GPD = 330 GPD f 98.4 NOTE: MIN. WALL THICKNESS 2" - 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Z� ] PROPOSED SPOT EL. � °rO PRECAST H-10 BLOCKS OR RISERS (TYP.) MORTAR ALL USE A 330 GPD DESIGN FLOW TO BE AASHO H-LQ TH1 2'o 92 0' LPIPE 0 PVC COMPONENTS PRECAST RISERS / p VEL 1ST 2' H-10 TEST HOLE E 4' ,* ENDS BET. (TYP.) 0' SIDES 91 ,03' SEPTIC TANK: 330 GPD (2) = 660 5. PIPE JOINTS TO BE MADE WATERTIGHT. 2�,,� SLOPE OF GROUND 91.5 10" 1500 GAL H-10 14" r e.e.e e e, 6.- CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �.•.......e 90.94' TEE SEPTIC TANK TEE ., ,°o°o°o°o � Ys°'o`'o`I �• �e=o00 310 CMR 15.000 TITLE 5. 90.69 0 0 0 0 0 o s" MIN. SUMP ®®®® ®®®:foo,`� °o°.° ®®®M -®®®® ;°o°o°g°o� USE A 1500 GAL. SEPTIC TANK ( ) xit 7 00000 ° ° ° ° ° ° ° �Q� UTILITY POLE GAS BAFFLE ' o °o o_ 12" MIN. INT. DIM. o 0 0 0 ®®®®®®®®®® 0 0 0 ®®®®®�®®®®® 0 0 0 o n LOCU ° ^�.° ,°, ° �00000000 00000 goo°00000. 0 0 0 ®®®®®®®®®® o 0 0 ®®®�®®®®®®® 0 07. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ' 90.30' 00000000 p°°°° °°0000°oBE USED FOR LOT LINE STAKING OR ANY OTHER 6 FIRE HYDRANT 4' LIQ. LEVEL ACME OR EQUAL 90.47 °°°°°°°° ®®®®®®®®®� 0 000 ®®®®®�®®®®® '00000000 LEACHING: RoufeW ,. (. ;. �..' O°000000 000° °0°0°°°° ' PURPOSE. Ya/mouth ��Y > o 0 0 00 0 0 0 0 o OQ 2NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING 000000000 ° oWATERTEST DBOX ^ ° ° SIDES: 2 (26 + 12.83) 2 (.68) _ 105 GPD Compground ;•,�.:. ^,%,%�o�R��s�s °$og"o"o"�a�oga�.go�ggogogo° FOR LEVELNESS H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. BOTTOM 26 x 12.83 (.68) 226 GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6" CRUSHED STONE OR MECHANICAL 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED COMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 26' X 12.83' TOTAL: 488 S.F. 331 GPD WITHOUT INSPECTION BY BOARD OF HEALTH AND ( % SLOPE) ( 2 X SLOPE) ( 1 % SLOPE) PERMISSION OBTAINED FROM BOARD OF HEALTH. USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 10. CON CTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP FOUNDATION--- 15' SEPTIC TANK 11' D' BOX 13' LEACHING WITH 1' BETWEEN CHAMBERS AND 4' STONE ALL AROUND DIGSAFE ( 888 .344-7233) AND VERIFYING THE FACILITY LOCATION F ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 348 PARCEL 6 *THE INSTALLER SHALL VERIFY THE 69.5' BOTTOM TH-4 REMOVED 5' BENEATH AND AROUND THE PROPOSED LOCATIONS OF ALL UTILITIES AND ALL NO GROUNDWATER FOUND LEACHING FACILITY. BUILDING SEWER OUTLETS AND MA ZONING SUMMARY ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM APPROVED DATE BOARD OF HEALTH ZONING DISTRICT: RF-1 DISTRICT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' -� TEST HOLE LOGS MAX. BUILDING HEIGHT 30' SITE IS LOCATED WITHIN GROUNDWATER ( g ENGINEER: DAVID D. FLAHERTY JR. PROTECTION OVERLAY DISTRICT v 06 �� WITNESS: DON DESMARAIS DATE: 7/11/2006 N PERC. RATE _ <- 6 MIN/INCH TH--4 CLASS I SOILS P# 11348 � o io lBBJ ELEV. ELEV. ELEV. ELEV. Lot 6 �� opt4 82' Q» 4 90' Q» IT Q» 4 80' 43,626 S.F. 2 TH 1 3 92, 5" O 51f 0 5" O 4" 0 3 \ A/E A/E A/E A/E LS LS LS LS - 10YR 6/1 10YR 6/1_ 1OYR 6/1 10YR 6/1 o PAVED } B g B g DRIVE or) � LS LS LS LS �0 w 29" 10YR 6/8 79.6' 27" 10YR 6/8 87.7' 33" 10YR 6/8 83.2' 30" 10YR 6/8 77.5' w PERC PERC 9 � r'J 3p2, C FMS FMS LS FMS IV, \ RESFRtiF os 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 CV 0 p 2.5Y 6/4 G 144" 70` 133" 1 79' 138" 74.5' 126" 1 1 69.5' c NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED (g4 BENCHMARK: NAIL TO BE SET IN TREE ELEVATION C 94.5 NAVD88 NO TITLE 5 SITE PLAN / OF CAPE COD BERM / )PE E 0 / ASE. NT �` -E E E 6" H_20 FdcG 12"x 3" g #35 SAMANTHA DRIVE E .oJ ADJUSTING BLOCKS/H-20 RISER E CUMMAQUID MA M MORTAR ALL COMPONENTS /(TYP.) DON � 0 t 0 � PREPARED FOR o°°°°°°°° ° °°°O" 4" MIN. PEASTONE / �P o°o°o°o° o.... oo°o 0 0°0°0° o 0 0 0 o°o o °o°o°o°o° AND MIRAFI 140NS o°o°o°o°o °000°o°oo W W EDMUND POLI - 000.o. 000000000 FABRIC OVER STONE s w 000000000 5'-0" X 6'0 000000000 o°o°o°o 0 0 0 0 o 0000000ao H-20 °00000M 0 0 0 o B00 GAL o°o°o°o°o w n 000000000 . 000000000 °o°o°o°o° LEACHPIT o°o°o°o°o W - DATE: SEPTEMBER 25, 2019 N r1 -- P,1r- 000000000 dSHOREY OR EQUAL .O0000008 y�Oso GF MAss <`P�� OF Mgss9v 000000000 000000000 .°o-oq°°O 000000000 o°000°O°O °°°°°°°°° 00 . 0 0 0000000000 VV ���� I� �•��'y � ���•� w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � cP' DAN c1_A. �/o DAI�lEL 3/4" - 1 1/2" S W W W .'� ` ! �iAILA �y /o\ C? � m »- , \ DOUBLE AROUND PIT I �P O �� 1� No.46502 A f Scale: 1 - 20 do 6" UNDER PR P°��`�C/sT0R �k pulp.�098�P "> F 11 s NG }' a' ! cs'\ pZ ; 0 10 20 30 40 50 FEET DRIVEWAY DRAIN SECTION + rr s,°NA. �. yl1 a �� ��� ,T, ��`.,.b S U RV��•� NOT TO SCALE z 'N OF M,�� � ��'v �" a• o! DANIEL DANIEI A Lys off 508-362-4541 OJALA \``-i I;' fax 508-362-9880 OLc�' <`ic5. CIVIL v I downcope.com No. f0..80 �b No 46502 u' Scale:1 20' t �� �� �.' 'e ° ,. - �°F.�. � ,� � any down cape engineering, Inc. � �_- j civil engineers U SUf'1G tt �,;•. 9 0 .10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. land surveyors 939 Main Street ( Rte 6A) DICE # >8-426 YARMOUTHPORT MA 02675 15-177 POLI.dwg