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0102 ALPINE WAY - Health
102 ALPINE WAY Marstons Mills A = 082 - 028 i w 'l. r } i I Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: .., 102 ALPINE LANE Please specify well type: Building Lot#: Assessor's Map#: � y Domestic Assessor's Lot#: ZIP Code: h Number Of Wells: 02648 Cityrrown: A� Well Location �13C1' f�i In public right-of-way: GPS North: West: 41.67582 70.40596 Subdivision/Property/Description: Mailing Address: click here if same as well location address Property Owner: Street Number: Street Name: �____ JOYCE LANDSCAPING 68 FLINT STREET City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02648 Board of health permit obtained: �Yes �Not Required Permit Number: Date Issued: W2017 015 06/01/2017�� .clMassachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock (Auger Choose Bedrock— WELL LOG OVERBURDEN LITHOLOGY From(ft) To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition stem drill rate of fluid (7 - I c r LL.,., Add 20 Fine To Coarse S '; Brown f Fast r SlowAddton r._._.._._... __ f r~ r =Lor,. Addt,.nFine To Coae S��� Brown 40 60 Fine To Coarse S ,. F.Brown (`Fast f Slow YES NO Loss Addition 60 70 YES NO (`Fast('Slow LossAdditionF Brown ; WELL LOG BEDROCK LITHOLOGY Drop in Extra fast or Loss or Visible Rust Extra From(ft) To(ft) Code Comment addition of Large drill stem slow drill rate fluid Staining Chips p Choose Code i.. r Yes r Yes YES NO Fast Slow Loss Addition ADDITIONAL WELL INFORMATION Develcped Yes f"No Disinfected Total Well Depth 70 Depth to Bedrock , Surface Seal Type None ��racture Enhancement Yes f%NJ CASING L IS Casing above ground? From 0 Type Thickness Diameter Driveshoe [Polyvinyl Chloride r"'^ Schedule 40 SCREEN No Screen From To Type Slot Size Diameter 67 — 70 .._—„_ Stainless Steel Well Point 0.010 T^- �� WATER-BEARING ZONES DRY WELL From To Yield(gpm) 42 70 12��� PERMANENT PUMP(IF AVAILABLE) Pump Description 3 Wire Variable Speed Horsepower r i Submersible 2u i Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Pump Intake Depth(ft) 65 Nominal Pump Capacity(gpm) 20 ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of (gal) (count) Placement �� �� Choose Material � � Choose Material WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) O6/22/2017 Constant 12 1:30 43 ..._......_....__Rate Pump--....._:'::W.1 L, JT� 0:01 I 42 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured O6/22/2017 42 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. JOSHUA Monitoring[M] Supervising Driller DESMOND, DrillerBROOKS Registration# 299 Signature THOMAS,E DESMOND WELL Firm DRILLING,INC. Rig Permit# 023 Date Job Complete o7/28/2017 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Page: 1 of 1 CERTIFICATE OF ANALYSIS R Barnstable County Health Laboratory (M-MA009) Resort Prepared For: Report Dated: 6/13/2017 Sally Desmond Desmond Well Drilling Order No.: G17100031 P O Box 2783 Orleans, MA 02553 Laboratory ID#: 17100031-01 Description: Water-Irrigation Well Sample#: Sample Location: 102 Alpine Way Marstons Mills Collected: 06/08/2017 Collected by: DWD Received: 06/08/2017 Routine M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen 0.28 mg/L 0.10 10 EPA 300.0 LAP 6/8/2017 Iron 1.9 mg/L 0.10 0.3 SM 3111E CL 6/13/2017 Manganese 3.1 mg/L 0.025 0.050 SM 3111 B CL 6/13/2017 pH 6.8 PH AT 25C NA 6.5-8.5 SM 4500-H-13 DCB 6/8/2017 Sodium 13 mg/L 2.5 20 SM 3111B CL 6/13/2017 Total Coliform Present P/A 0 0 SM 9223 RG 6/8/2017 Conductance 140 umohs/cm 2.0 SM 2510B DCB 6/8/2017 FRecommendekd maximumcontamrnaon levelexcee _ edAsnt fnrE.coti.,Retest—jismende_d Sodium level aS,boys the maxium contaminant level:T-hose-on a low_sodrum dtef may wish_to consu (physician. �~ Attached please find the laboratory certified parameter list. Approved By: _ (Lab Director) l� ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 608-376-6605 No �� Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01ppficatiou _for Yell Cott!6truction 3permit Application is hereby made for a permit to Construct(✓), Alter( ), or Repair( ) an individual well at: Location-Addresi Assessors Map and Parcel ACC �• 1�a�oer�S TcS `)05 &-Ai (4 A VL. ,T AWU OLK I Owner Address cy�nbir,c� �Q-\10�111��s �n� o�01 2-183. O&l ,,I W nV. 53 Installer-Driller Address Type of Building e� Dwelling Other-Type of Building `f No. of Persons Type of Well y t 1 E W40 P Y C Capacity -2-0 11 pl►. Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance as been issued by the Board of Health. Signed 5 2sS Date Application Approved B Date Application Disapproved for the following reasons: �7 1 l Date Permit No. � 1 L } Issued b 11 1 Date --------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(✓), Altered( ), or Repaired( ) by �lw►o�`A. W lJfMj V% \Y1L A installer at OZ- Pik PiKL W� , Nh&fik6Yt S & has been installed in accordance wiW the provisions of the Town of Barnstable Board of Health Private We P-otect n Regulation as described in the application for Well Construction Permit No.V*)*De 0'-O 1<j Dated 1 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector NO Fee 5 BOARD OF HEALTH TOWN OF BARNSTABLE 4 2pplicatiou _for Yell Cou0tructiou Permit Application is hereby made for a permit to Construct Alter( ), or Repair O an individual well at:. I 0 L A 1 i9;nC \ '��1 P'Vl�k� , O I t.C,S O ' 0-Lb 1 Location-Addrest Assessors Map and Parcel �6bz, s 1Tc S 1505 Cky C,. A\JC �aW+,(t h V] OZ$( Owner Address &\\ �(A\n5 �Y\t_ oI(A ZD ba 1 Ocl_u�,s W n2-(-53 Installer-Driller I Address Type of Building Dwelling ✓ �yr���Catt'8 C� Other-Type of Building No. of Persons Type of Well L'�1 \,S C\A�lo � C Capacity _L0 Purpose of Well \<- ( .1�R-k 1 Ur Agreement: .s The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed w- Date h "'Application Approved B 1 1 Date Application Disapproved for the-following reasons: l Date ` l' Permit No. V -� l 5 Issued rv• Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance n THIS IS TO CERTIFY,that the individual well Constructed(✓), Altered( ), or Repaired( ) by , \ } Installer at U2. ' p�nSL W o-ay n � M\1' has been installed in accordance wi h the provisions of the Town of Barnstable Board of Health Private We I P•otecti n Regulation as described in the application for Well Construction Permit No.1r)DC \7 —Q ,6 Dated 6 1 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vert Cou0tructiou Permit No. )DO) '-0 l� Fee Permissi0 In s hereby granted toa_S0,. n( Wo �i cl 11 n_�Y y�L \ InstallerI ,_to f> Construct(J), Alter( ), or\ Repair( an individual well at: No. `.. 6 2 I� rt� �1� , M QX S S I A � 1,t Street as shown on the application for a- -611'Construction Permit No. W '-�"G�5 Dated Date J �/ I / �e .<t Approved y TOWN OF BARNSTABLE // LOCATION ��7 1`Plr1L' a SEWAGE# 2© f b VILI;AGE J S ASSESSOR'S MAP&PARCEL n 0-2 00 O INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY t J CTL,) +LEACHING FACILITY:(type) 5 Z 0 (size) NO.OF BEDROOMS 3 OWNER �ke(+S . t: - PERMIT DATE: COMPLIANCE DATE: It/ I .Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(ff any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �a ( - Bz- 3 4 'No. Fee I O THE COMMONWEALTH OF MASSACHUSETTS Entered in com ter: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS C� 2pphtation for Misposal 6petem Construttion permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) &�mplete System ❑Individual Components Location Address or Lot No O to Owner's Name,`Address,and Tel.No. de Assessor's Map/Parcel 2d fret (S Installer's Name,Address,and Tel.No. Desig is Name,Address,and Tel.No. Type of Building: 3(pb 630 ( �{3(?S®� 5 F Dwelling No.of Bedrooms Lot Size 7•�0.cd t5 sq.ft. Garbage Grinder( ) Other Type of Building Owre CQ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)/ © gpd Design flow provided 51q,`3 gpd Plan Date J`f 1 e[ ZOp(6o Number of sheets Revision Date Title i P h 9 o5 _T cvvcme 4j / Size of Septic'[Tank C�d /I Type of S.A.S. r5 vG 4 C� Be's y Pf a A-e- Description of Soil 4- t}-u�� ��(� -lot/ / Gw er i0 30" 9�14SW Cr r,(�t ,sa 3,7-q;- Gl taucr &5 1 c'an, 4u5w 4 T4 and 6r, Leas 41 5'_ (.- rL /ndibat hAU. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance oft re described on-site sewage disposal system in accordance with'the provisions of Title 5 of the Env' onmental Code of to place the system in operation until a Certificate of Compliance has been issued by this Board of al igned Date Application Approved by O Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer,: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplicatlon for Misposal 6pstem Construction permit Application for a Permit to Construct( 4--"Repair( ) Upgrade( ) Abandon( ) [j(4 plete System ❑Individual Components Location Address or Lot No. %v 2- W 06 Owner's Name,Address,and Tel.No. ». Assessor's Map/Parcel I Installer's Name),Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: �D J-7(o 20 5 F Dwelling No.of Bedrooms Lot Size 3,)6crc5 sq.ft. Garbage Grinder( ) Other Type of Building 6-ra,t e No.of Persons `" Showers( ) Cafeteria( ) ✓ ✓ Other Fixtures Design Flow(min.required) 3 Q gpd Design flow provided 3 1-MI.3 gpd Plan Date A u q, L/ 2016 Number of sheets "Revision Date Title S; P��h 1 ireoseQ Size of Septic Tank ��pyo y Type of S.A.S. Description of Soil i f'r''1 o-i r-11), L U->O I( 41& y e( Srh J y Loom/ 3o—37// j LV C/' �q-ys Cl r;autr 130S -tron,�r� yr,yS�Af bar r o-r1c �lS 26`� C Z �ja;; S �h� Gr�b� Gvvse��7 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of t e.afore described on-site sewage disposal system in ,;accordance with the provisions of Title 5 of the Environmental'Code d otrii to place the system in operation until a Certificate of Compliance has been issued by this Board of -al11 -- geed M „ Date Application Approved by O A e, Date Application Disapproved by Date for the following reasons I Permit No. �" Date Issued ------------------------- -------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at /D � has been co;SF %'n ac - with the provisions of Title 5 and th for Disposal System Construction Permit Na d Installer U" Designer ,v t . /f #bedrooms ?j Approved desigr� C, / and The issuance of th' permit shall not be.construed as a guarantee that the system will ifunct.o as designed! Date �) �1 1 i Inspector -- --- ------------------ ------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS MIsposal *pstrm Construction 3dermit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at v � 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 rmit. �� Date Approved by Town of Barnstable Regulatory Services Richard V.Scali Interim Director snnrtsrnet ' 9 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: IZ to Sewage Permit# (6-27b Assessor's Map\Parcel 08Z-0Z y Designer: �\\��� Eh3�Y,�c a-(�,v..\ Installer: Address: ?o. tax f,S c, Address: On- b ht�kk c►.�c e_ was issued a permit to install a (date) (installer) septic system at I M d \&z U!:Z based on a design drawn by (address) dated 81`kW desi er) IL-<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 witbh�ate'&Local Regulations. Plan revision or certified as-built by designer to fol . tnp out(if required)was inspected and the soils were found satisfzsystem�re�erenced I ce' ify th a above was constructed -o t with the terms of a Japproval letters(if applicable) a���P�'n-""ASsy�, 4 ; . J. G. �c taller's Signature) WST � yet l IV' e ' er'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- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc •i » -,`,". � � •C'•''�'"' tea:�,?i��+� � ; ��,.;I,•: ,;,•"�''"/'``w�,,��. � „"`.�� � :�"�. 'aaa `es ti ,.e d ,y. 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Date 11 J 200 Main Street,Hyannis MA 02601 Date Scheduled (O C`k, Time Fee Pd.. . G`Z� 7- �L�✓~ . STV Suitabili Assessment fop Sewage Di posal Performed By. (iC Witnessed By:X V r � / :; LOCATION: ::GEIVERAIINFORMATION /• �; Location Address !C5�2 .4IQ:� -L,, Owner's Name kt a;y4 I Address •ice Assessor's Map/Parcel: ® -1 O-92 Engineer's Name sv�l� h &y •n-ee f:ns t /,NEW CONSTRUCTION 4!= REPAIR Telephone# Land Use V�C�'� l��S G�� �a Slopes(%) I D Surface Stones ,/�✓C2/1 Distances from: Open Water Body "/1r® ft . Possible Wet Area �`'�"ys' t Drinking Water Well �+g Drainage Way ft Property Line 3� ft Other $ SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) t wel r .0 Parent material(geologic) Ili*.(4 Depth to Bedrock - Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION'FOR SEAONAL:.HIGH Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: is Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ :..: .,......::._:.:::._ PERCOLATIONTEST :=-�::: :,:=:.;Dste:� :�,-`-:-::�:.:Tune:.°,::..;; ::_::; �: Observation Hole# , Time at 9" r� r Depth of Perc 17 Time at 6" Start Pre-soak Time Q D Time(9"-6'1 r End Pre-soak 5!ea 41:3 0 Rate MinAnch Site Suitability Assessment Site Passed �1' Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICVERCFORM.DOC i OEEP.OBSERVATLON HOLE LOG . -' : Hole#' f �. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. �s Co %Grave ✓t T ca apt �o et2 I/ lD"'2Z (o Y/t S e~ 6s—z,,eI DEEP OBSERVATION HOLE LOG Hole:# ' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o 0— $AlA F 5�e�6o% bf %y Ice fe :`.DEEP-OBSERVATION HOLE LOG :Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. rr Consistency.° Gravel) �+ y? r :DEEP.OBSERVATION.HOLE-LO.G ... : ':.:> :.Hole# Depth from Soil Horizon Soil Texture Soil Color a Soil Other Surface(in.) (USDA) (Munsell) ;/ Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Sp 20-3 0 Al& 6M c ry? 74 5' C i go .I ro;v P? Z Z V6,-,k Zer- 12.6 !G rd2 Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No I Yes Within 100 year flood boundary No `®_Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? C If not,what is the depth of naturally occurring pervious material? Certification I certify that on 7 �� /Z (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date lt� j4s Q:\SEMC\PERCFORM.DOC Town of Barnstable P# e S(� ,�� Department of Regulatory Services. _ Public Health DivisionZ ta,e, Date 200 Main Street,Hyannis MA 02601 Date Scheduled Time o Fee Pd.. . l/7J oy W So't Suitabili Assessment for S ge Di posal �`' '��' �, ®® .� Performed By: �iG' Q:O Witnessed By: V ti � 'GENERAL--TNFORMATICEN: ;, ::.:, Location Address r ,• - ✓�(�_e,E 1.✓4y Owner's Name �al4zK fta /k R e S—E 0,-, S M:Yh .x Address AssessoesMap/Parcel: ®9-1000 Engineer's Name SL- t�r F-h ,`neef;ns t Coms&6�.6h �nC; NEW CONSTRUCTTON &=—REPAIR Telephone# — J100 Land Use V C44 4 Slopes(%) /© Surface Stones 1110 A-e—• Distances from: Open Water Body� ft . Possible Wet Area �`�d`'Lf'S' Drinking Water Well +ft Drainage Way ft Property Line :r 3 r ft Other ft I SKETCH:(Street name,dimensions of lot,exact locations of test holes'&perc tests,locate wetlands in proximity to holes) Y �C N f RR -fit 42 µ e. Parent material(geologic) IJ lR• �'+ Depth to Bedrock Depth to Groundwater Standing Water in Hole: Weeping from Pit Face '�G Estimated Seasonal High Groundwater DETERMINATION`:FOR SUS.ONAI HIGH WATER Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST,:;--:.._.:..;Date._ Time Observation Hole# Time at 9" Depth of Perc Time at 6" f . Start Pre-soak Time @ ® G Time(9"-Gl End Pre-soak Rate Min./Inch E' Site Suitability Assessment: Site Passed �1 Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTI0PERCFORM.D0C V0 ?DEEP OBSERVATION HOLE LOG.,::-:.. ` Hole# t Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) yw O la" AlT m 1G R MY4 _. l013 DEEP OBSERVATION HOLE LOG Hole:# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.° Gravel Alf to eR tJ ' Z 7 Y/t C6 ,So e 0-7- 1Z�f e Coai C/V :..::DEEP-OBSERVATION HOLELOG 'role# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° Gravel) Alt i�mtll 'Ou-,S`e r DEEP::OBSERVATION..HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) 0-10t--�`�f nore 20-3 0 Ale r Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes _ Within 500 year boundary No Yes Within 100 year flood boundary No _Yes Muth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the. area proposed for the soil absorption system? .q c If not,what is the depth of naturally occurring pervious material? Certification I certify that on 7 // /Z (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date Q:\SEMC\PERCFORM.DOC / Ir ► to / / J 1 V /J \ / � // /� /� � �4+fir, i//./�//�!/�✓/ `\�\ \`-�`. . \�: r. A�s \ \\\ \ y$ QO- L�, I � r \ \ \ \• tiff 1 i i 1 -\ 1 0� 1 \• 1. I 1 ( • � I! :C-101-04 I I � I V.V \ \ \ \ \ �•\ VA I 11 l Il V _ • b ; ` ` co P$ � 1 _ ` III .IIIi iI_I. I III I. \ °' IIII Jill . 1 1"1I `, I I:I 1 00 1%41 i l 1 1 1 I I.IaI I I I 1 \ \: iol 111431 I I I I j L � .III so�o• / I � � I � II � � I:III.I I � Ii :,� :•, /; /- �. 111 � JJ/ l� !' y I i I I I I L.Ii 1.1 / •.i I . ,\� • � / (� ji. Ilt � � III-1 � ' II � II` �` :`_ � I � /J7 � J11 , ��76 EXIST. EXIST. INTERIOR TO REMAIN ED SCREEN PORCH MUDROOM AS IS IN PHASE 1 .��a. ALIGN WALL SURFACES w4X dElll rr 00 n1OF EXISTING EXTERIOR WALL MARVIN - 3070 CLAD CONTEMPORARY ULTIMATE INSWING FLUSH T&G VERTICAL FRENCH DOOR WITH 3070 FIXED SIDING, M.E. SIDE LITE - LVL FACTORY MULL - OAK SILL 03"'� ALT. = CUSTOM DOOR TO MATCH EXIST. POCKET DOOR CONSTRUCTION INCLUDED IN PHASE 2 kl NEW MUDROOM EXIST. BEDROOM (Ak / TILE ( PHASE 1 ) i PROPOSED KITCHEN FLOOR/� ( PHASE 2 ) �� EL. +0'-0" o WOOD SURROUND EL. -1'-10" EL. -0'-4" II MARVIN - 3048 CLAD ULTIMATE CASEMENT WINDOW, ALIGN HEAD WITH ADJACENT n WINDOW �✓� Ll Li NEW CABINETS AND INTERIOR RENOVATIONS INCLUDED IN PHASE 2 NEW BRICK STEPS AND LANDING (MATCH EXISTING � SHELVES WINDOW ROD & SHELF— BRICK PATTERN) N SEAT — — — — — — EXISTING EXTERIOR WALL, 2X4'S 0 16" EXTERIOR WALL CONSTRUCTION- O.C. 2X4 @ 16" O.C., 1/2" EXT. 2" 2 2 2" PLYWOOD WALL SHEATHING, R19 --",/ MIN. CLOSED CELL SPRAY FOAM " INSULATION 3'-102" 2'-102" 2'-62 101-0" NORTH PHASE 1 PLAN DETAIL AT NEW MUDROOM SCALE: 3/4"=1'-0" ROBERTS RESIDENCE - 101 ALPINE WAY, MARSTONS MILLS, MA. 02648 JOHH AAAS SAHU CHUAAH,A.LSETTS REG.EG.# RECT PROPOSED MUDROOM ADDITION - PLAN DETAIL 8 318Y/ SOUTH NORWALK,CT PERMIT APPLICATION SET - 2127/2019 aED ME 0 CT WAO 'nOF WOOD WOOD DECK DECK DINING LIVING DINING LIVING --------------�ROOM ROOM ( 1 ROOM ROOM NEW STEPS r-------- — --------------- -- -------� i--------------------------------� I AND LANDING I -----------------------------------------------� RREMOVG STEPS ANDLANDI 11 I I I I 2t'-T• S'-7- 1 --- — ------------ , J L u.c •, I II I I i ; _________ I , ' SINK I SERVICE ENCLOSED Ij KITCHEN F° j SCREENED I KITCHEN —MAINTAIN AM CABINET 6 NEW PANTRY CL. 1 I PORCH II 6,'o I I I PORCH I e-t 7- 2•_o- 4'_0• 1•17 I • i � II -- --- I I - I I I„ -------- I II ®® ® ED S I I ----__ I I —1 --- — — -- ---- NEW WALLS SHOWN I I INTERIOR TO ^ — I HATCHED TYP I REMAIN AS IS IN I;�`._----- -�--�-��--�-�—1-1--�---------� I I -- PHASE 1 ---r�i r'"'"`=3'' I S. EXIST O O SINn I FOYER „ , I I" REMOVE BSMT. STAIR CL --- za" I I II; a I I NEW STEPS I i o� NEW BSMT.STAIR TO REF. RAISE CEIUNG 10", SEE SECTION I REMOVE STEPS t REMOVE ALL WALLS NEW WALKWAY AND LANDING I REPLACE EXISTING ti, y AND LANDING ;i SHOWN KITH DASHED I I I NEW I SINK r- LINES, REMOVE I I M DROOM I � � I I __________________II; i aaa ELECTRIC TO I 1 I U III 4 REF. NEW CABINETS,COUNTERTOPS. I I �—REMOVE WALL AS ah NEAREST JUNCTION I I� NEW AND APPLIANCES: SEE -----------------'Il" NEEDED FOR POCKET �, {-_� ____ I I A b -s•I O I j KITCHEN I KITCHEN PLANS FOR FURTHER DOORS I I INFORMATION it I I „ ,- '`,; '�. BRICK I I I I I a I PATIO I I I BEDROOM 3 0, I I 3 ov. I I ®® s BRICK I --------------------------- ------��I,o REMOVE DRYWALL AND i `- ii I I CLO SEAT CL I I SEE KITCHEN PLAN FOR I ®® PATIO I;; INSULA71ON AT BATH I I I \ i 1, fir- ADDITIONAL INFORMATION PHASE 1 J 1; WALLS AND CEILING 1:I ii 3 '*-REMOVE WINDOW I I J � ------- ' —/� PATCH EXISTING WINDOW L- OI;tl~—REMOVE WINDOW l - -'"--"-- I I A I ----sm OPENING HEATING TO e I �` REMOVE ALL BATH I I \=J1 DBL REMAIN ;$I FIXTURES AND CAP ----- _____- ------- !��° -- OFF PLUMBINGLv I I OV. C' O REMOVE WINDOWS ----------"J i 3'-s• 2'-t0• 2'-B-I 1'-e• TE- AT EXIST.BAY PHASE 2 NOTINCLUDED I I to'-o• ft tg•-s• I --- -------------------------- ------B �j�-------- ----------------------------�� PHASE 1—T C PHASE 2 NORTH NOTINCLUDED DEMOLITION PLAN FIRST FLOOR PLAN SCALE: 1/8"=1'-0" SCALE: 118"=1'-0" ROBERTS RESIDENCE - 101 ALPINE WAY MARSTONS MILLS MA. 02648 JOHN SACHU ETA LA ARCHITECT PROPOSED MUDROOM ADDITION - FLOOR PLANS MASACHUSTS REG.11131827 ' ' SOUTH NORWALK,CT PERMIT APPLICATION SET - 2/27/2019 D ME n r-------------------------------------I WAO CT TMOF ------------ I I I I STORAGE I I . I III11 8 ------------ - LL11 r------------------------------- -----.I 6'-0• ---�------0 -—-—-—-—-— L��� --- 12.12" 4'-0• ------ - I ;LANDING i -----------------————————————————————-- UNFINISHED BASEMENT 12:12 -SLOPE DIRECTION r..,•..�. I I I EXIST. SKY LIGHT;,•, I I INDICATOR, TYP. I I _ UN EXCAVATED I �--------------------------� PHASNOTNCLUDED I NEW POST&FOOTING AS I NEW ROOF, TBD---------,,, REQUIRED � I EXISTING POST 12:12 STORM GUARD ' -----� W-10 r/Y II g_g• NEW WOOD STAIR 12T/13R I I UNDERLAYMENT COPPER ' I p; ;"•°.:-a ': l� I I ��� FLASHING FOUNDATION FOR EXIST.ELECT. I IlowI I I I UP ADD NEW 3-WAY SWITCH I I EXISTING ' NEW LANDING AND PANU--\% I I I I •� FOR STAIR LIGHTING I EXTERIOR WALL STEPSFLOOR AREA ABOVE BEING —REMOVED SHOWN HATCHED�--------NEW�= I NEW ATCHirss°` . I TO MATCH CRAWL NEW OPENING FOR 1 I EXISTING (-2:12 I CRAWL ACCESS c q m i . SPACE 12 --1212 j 12:12—� A c a •f r?;.'r (ADD NEW LIGHT) ONCRETE SLAB CRAWL I WALL EXTERIOR - I SPACE I I I I I STANDING SEAM �` • NEW C PER ROOF c CONCRETE FOUNDATION 2:12 PITCH -- --- -- --- -- __ --- I I I I I i ------ WALL. ALIGN W/TOP OF I ..>✓53>•'-`:'`^..;=Y:. EXIST. CON(WE'IE F001ING I BELOW I z•-e• 10•-0- I ------------- BL---------- �------------------ - -------------- PHASE 1 ------------------------------------------------------��PHASE 1 ------ . BASEMENT / FOUNDATION PLAN ROOF PLAN NORTH SCALE: 1/0"=1'-0" SCALE: 1/8"=1..0" ROBERTS RESIDENCE - JOHN MERRIMAN,P.I.A.ARCHITECT PROPOSED MUDROOM ADDITION - FLOOR PLANS 101 ALPINE WAY, MARSTONS MILLS, MA. 02648 MASSACHUSETTS REG.4 31827 SOUTH NORWALK,CT PERMIT APPLICATION SET - 7/27/2019 ED I ME 0 A WAfX CT >HOF NEW STANDING SEAM COPPER -------- ---- ROOF, 2:12 PITCH AT NEW MUD ADDITION; ALT.- LEAD COATED COPPER NEW SIDING AND TRIM BOARDS TO MATCH EXISTING �r NEW WINDOW IN EXISTING 1 WALL B C. L—PHASE 2 NEW WINDOWS IN it EXISTING BAY NOT INCLUDED "— NEW FULL GLASS ENTRY DOOR WITH FIXED SIDEUTE, ALT.- M.E. MUMPS NEW BICK I I STEPS, MATCHNDING EXISTI GD rl--------------.J, —_TI_— �_ CONSTRUCTION DETAILS L--------------J L___L----_LI _IJI NEW CONCRETE FOUNDATION L NEW LANDING AND STEPS J NEW MUDROOM ADDITION J PHASE 1 lr cr_r r EXTERIOR ELEVATION - WEST SCALE: 1/8"=1'-0" (----------------------------------------- I B I REPLACE EXISTING ROOF WITH NEW, T.B.D. NEW STANDING SEAM COPPER .I ROOF, 2:12 PITCH NEW SIDING AND TRIM BOARDS TO MATCH EXISTING a p4 ------- ------- aHuIIIIHIIIIHIL1 OO NEW WINDOWS IN EXISTING PHASE 2 BAY I NOT INCLUDED NEW BRICK LANDING _ _—_------/I 0 AND STEPS NEW BRICK LANDING AND STEPS �� ��� R NEW CONCRETE FOUNDATION A I rl—____—_— T1__rL____-_____- L____—_-j �_J _J__—___—__--_-J NEW MUDROOM ADDITION ` 1a.0. PHASE EXTERIOR ELEVATION - SOUTH `--------------------------------------- SCALE: 1/8"=1'.p" ROBERTS RESIDENCE � JOHN MERRtlMAN,al.a ARCHITECT PROPOSED MUDROOM ADDITION - EXTERIOR ELEVATIONS 101 ALPINE WAY, MARSTONS MILLS, MA. 02648 MASSACHUSETTS REG.#81827 SOUTH NORWAM CT PERMIT APPLICATION SET - 2/27/2019 ED 0 WAfX CT TM OF I PHASE 2 NOT INCLUDED --- ATTIC - PHASE 1 PHASE 1 EXISTING FRAMING EXISTING FRAMING II I I METAL ROBING(SELECTED BY OWNER) OVER 3/4'EXT. PLYWOOD SHEATHING NEW 2x8 CEILING JOISTS O 16"O.C. (2)2X4 MIN. POST METAL ROOFING(SELECTED BY OWNER) AND STORM GUARD UNDERLAYMNT AT RAISED COFFER SUPPORT FOR HIP OVER 3/4"EXT. PLYWOOD SHEATHING 11 AND STORM GUARD UNDERLAYMNT 2x8 HIPPED ROOF RAFTERS TOP OF COFFER 1/2-RAISED DRYWALL PANELS :•••... 12 I I O 16-o.C.,R30 INSUL ...::.::::•: ::::........ �2 2x8 HIPPED ROOF RAFTERS O 16"O.C.- .....::.•:. ::: - R30 CLOSED CELL SPRAY FOAM GUTTERS AND DOWNSPOUTS ......::• : ::::.. ...... ................... ............................................................:...................:..................:.....::•::• 12 .... ..................... .... ' " INSULLATION TO MATCH EXIST. 2v ......:.�::: HEADER +g -2 :� :: `:"`"''O""" CEILING FRAMING AS REWIRED :: TOP OF PLATE .......:;; :�:�: i ....... :,•,:.:._.�:r::::::: : cam--GUTTERS AND DOWNSPOUTS TO M.E. :.::....... El I ( TOP OF PLATE ....... V.I.F. M.E. (2)2X10 HEADER MIN. I I +8'—O" M.E. I (2) 2X6 HEADER MIN. I I � III IIMARVIN - 3070 CLAD CONTEMPORARY I I MARVIN - 3048 CLAD ULTIMATE INSWING FRENCH DOOR WITH ULTIMATE CASEMENT i I M LO-FIXED SIDE OAK SILL - LVL FACTORY ( I ADJACENT WINDpED WITH II ALT. - CUSTOM DOOR O MATCH EXIST. I I FRAMING UDRO /2 WOO SHEATHING, CLOSED SYOAM 2x4416"O.C. WALL O II T� O' INSULLATION -PROVIDE WIND VERTICAL T&G FLUSH BOARDS, I I LOAD STRAPPING AS O O O O O PAINTED WHITE PER CODE \ 0_1II I I CEDAR SHINGLE SIDING TO IXISTING _ o o a o a a a o m I I MATCH EXISTING OVER CEDAR i a a CABINETS BREATHERR FIRST FLOOR FI ST FLOOR „ ...........................................................................:...:............:.:..:............:.........::......................:.......... .....:. ...::................:..:......................:.....:::.........:..:. IIIIIIIIIIBRICK VENEER II + '— M. M. . 0 0 E +0 0 E NEW HEADER AT CRAWL ACCESS NEW 2xN FLOOR JOISTS O 16b.C., EXIST. GRADE NEW 2x10 FLOOR ,JOISTS O 16"O.C.,FLUSH NEW INSUILATION RJ EXISTING FLUSH WITH EXISTING JOISTS.R30 I I WITH EXISTING JOISTS. RWALLS 30 INSUL AREA BEING RENOVATED. TYPICAL EXIST. NEW OPENING IN EXISTING R AND CEILING OF CLOSED CELL SPRAY FOAM INSUL NEW CRAWL CRAWLANr�DAAGo�NSOR NEW CRAWL NEW CRAWL NEW 8' MIN. CONCRETE FOUNDATION FOR I - --�/ ( NEW CONCRETE OM ADDITION FOUNDATION FOR •�:�.:•.:; NEW FOUNDATION I I MUDROOM ADDITION WITH #5 REBAR O 18" ----- -------- a '�`-: AND O.C.HORIZ. AND 12"D.C. VERTICAL EXISTING FOR STEPS -------- 7 LANDING.. I I I NEW CONIC. SLAB, 2"MIN. OVER V.B. . I I BOT. 1717:�FTNG. NEW CONC. SLAB, 2"MIN. OVER V.B. I UNFINISHED _ <: •... _ _ NEW 10" %20"CONIC.FOOTING BASEMENT rJ O" MIN. W/(3)y5 REBAR NEW MUDROOM ADDITION I I NEW MUDROOM ADDITION 106-010 BUILDING SECTION "A" - MUDROOM E/W BUILDING SECTION "B" - MUDROOM N/S 7 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ROBERTS RESIDENCE - 101 ALPINE WAY, MARSTONS MILLS, MA. 02648 JONN SACH SETIAN, S R .#318ECT PROPOSED NEW MUDROOM - SECTIONS MASSAI;HUSETTS REG.#91827 SOUTH NORWALx,CT PERMIT APPLICATION SET - 2/27/2019 ,��QtED M 2 " SOLID OAK CAP Ap ���� PAINTED WOOD C/ ' " wry IT M.E. �. .....:._. W CT PAINTED WOOD CASING N SOLID OAK Aw \ BASEBOARD, M.E. x. DOOR SLAB TM OF BLOCKING AS NEEDED DOOR SLAB BASEBOARD TYP. INT. DOOR JAMB TYP. INT. DOOR HEAD TYP. SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" PAINTED WOOD C • �% is T EXT. DOOR SILL TYP. EXT. DOOR JAMB TYP. EXT. DOOR HEAD TYP. SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 5/4 WOOD SURROUND DRYWALL ARCH y `� 5/4 WOOD SURF �! 5/4 WOOD SURRC r! BUILT-IN WINDOV SEAT BELOW INCL y! IN PHASE 2) 5/4 X 4 WOOD TRIM, D4&D SHINGLES, M.E. EXT. WINDOW SILL TYP. EXT. WINDOW JAMB @ MUDROOM EXT. WINDOW HEAD @ MUDROOM SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" ROBERTS RESIDENCE - 101 ALPINE WAY, MARSTONS MILLS, MA. 02648 JOHN SACHUSE A.I.A ARCHITECT PROPOSED NEW MUDROOM - MILLWORK DETAILS MASACHUSETTS REG.#91827 Sour+NORWALK,CT PERMIT APPLICATION SET - V27/2019 1 2 3 4 5 D D ��5 >,1.ANfRpC'Sij� r 3 82 INDEX OF DRAWINGS ALK � R GENERAL TITLE a OF MA-cgP # G-000 GENERAL- COVER SHEET&INDEX OF DRAWINGS f G-001 GENERAL- REQUIREMENTS /hf a a y SP-101 CIVIL- SITE PLAN r a N� ARCHITECTURAL: TITLE µ A-101 ARCHITECTURAL-FOUNDATION PLAN&DETAILS Z' 6. -:...a: n:;:.:. .q: !`ti>.:. ':- a..S: ,.r ,::<"0�,. >..✓" "'t."w""� ..e. � `E>'s.'; p Y ,.3 +C:e -s1� R' y.>; ca:.r.,..'^�.\K.`.<> 'f �€:_:✓f 'Fy c a ".:`.r' ,,,,,r..,:n M �x£j:s gi( ,;a,,.,� g" -._..;,;�' r �<;';»«'"`^'�.`J ;y „:,?,s.„,.:�r•••y t- 'I'eY at y" 3`< ✓j.'�K ,at< �: A-102 ARCHITECTURAL-LOWER LEVEL FLOOR PL AN O -103 ARCHITECTURAL -UPPER LEVEL FLOOR PLAN C C A-104 ARCHITECTURAL- Zo °w,.ME Fw 'S y.,•F.0 ( a,,rCr.: : ;f f.• .. y: :AP; A-105 ARCHITECTURAL-UPPER LEVEL ROOF PLAN .s..., k ✓.r 9 ,• e s b2 fi _ ,r. s £ ,.;..> . „ k` � S v ,LGii`'.e. A-106 ARCHITECTURAL-STAIR PLANS&DETAILS A-107 ARCHITECTURAL-BATH INTERIORS £ x . ... : t w « :.g A-108 ARCHITECTURAL BATH INTERIORS&DETAILS ZCD :L. $.i f r. ,.,.£.. Ms :f€ sa i a'„ ..r' 7 b y a 0_ CD A-109 ARCHITECTURAL-DECK RAILINGS CD �... I y.'�... .:.j „ki' .'/ta,4�"' —:'Y&> i,- :.+`»,._ / ,✓''� o - ELEVATIONS A 201 ARCHITECTURAL-EXTERIOR ELEVA r¢ (� ' ..•..,: x':. '.:r, ,,,..js:;,::.,. n ,a;> �',�.,.'' ..,.�r K:a. s: ,x '^). .. v :.,.. > y.:.w 4 0:'!"-,,,tea.. A-202 ARCHITECTURAL-UPPER LEVEL INTERIOR ELEVATIONS �D '.5 r�;.>„ate . .:.: µ� t >,..-^ :-:3 x/,.;>v: x - :. r ': $ v° •.s s .::.x a �y:u �. ? a tr'a r ,�"W:: �.. w J A-203 ARCHITECTURAL-GARAGE&SHOP INTERIOR ELEVATIONS „ ed, s`_:` f #£ ...»...s::: a Q'..fE rr ^r:sr "A a 3. t. 'x'.., ✓11°w8> ' "<ya F.r Z_J_ - - a� A 301 ARCHITECTURAL BUILDING SECTIONS Z J co A-302 ARCHITECTURAL-CONSTRUCTION DETAILS Nco 0 Z " A-303 ARCHITECTURAL-CONSTRUCTION DETAILS A-304 ARCHITECTURAL-DOOR&WINDOW SCHEDULES MECHANICAL TITLE d M-001 HVAC DESIGN-GENERAL NOTES M-002 HVAC DESIGN-GENERAL NOTES B M-003 HVAC DESIGN-AC CUT SHEETS B M-004 HVAC DESIGN-GAS BOILER CUT SHEETS M-101 HVAC DESIGN-SPECIFICATIONS M-102 HVAC DESIGN-LOWER&UPPER FLOOR PLANS Z GUEST HOUSE , GARAGE & WORKSHOP M-103 HVAC DESIGN-LOWER&UPPER FLOOR RADIANT PLANS U 102 ALPINE WAY MARSTO N S MILLS MASSAC H U S ETTS 02648 ELECTRICAL TITLE a o > > M-001 ELECTRICAL=LOWER&UPPER LF,VEI_S POWER JOHN MERRIMAN AIA &LIGHTING AND SCHEDULE N N ARCHITECT STRUCTURAL TITLE S-101 STRUCTURAL-UPPER LEVEL FLOOR FRAMING PLAN a S-102 STRUCTURAL -UPPER LEVEL ROOF FRAMING PLAN z o y Y S � Q PROJ NO: 16-101 9 a AS NOTED DATE: u DESIGNED BY: A A DRAWN BY: CHECKED BY: SHEET TITLE: PERMIT SET COVER SHEET 08-26-201 6 INDEX OF DWGS SHEET NO. i G-000 1 1 2 3 4 5 u 1 2 3 4 5 GENERAL NOTES 11 ALL LUMBER IN CONTACT WITH MASONRY-CONCRETE,STONE,BRICK,ETC.- �` OR WITH SURFACES WHERE THE PRESENCE OF MOISTURE IS ANTICIPATED, SHALL BE OSMOS PRESSURE TREATED WOOD. 1 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE 12 THE CONTRACTOR SHALL TAKE SUCH PRECAUTIONS AS ARE NECESSARY TO FIELD. BRING CONFLICTS OR DISCREPANCIES TO THE ATTENTION OF THE PROTECT AND SAFEGUARD THE WORK AND THE OWNER'S PROPERTY DURING ARCHITECT. DO NOT SCALE THE DRAWINGS. OBTAIN CLARIFICATIONS OF THE PROGRESS OF THE WORK.ANY DAMAGE CAUSED TO THE WORK OR TO DIMENSIONS,GEOMETRY AND DETAILS FROM THE ARCHITECT AS REQUIRED. THE OWNER'S PROPERTY DURING THE COURSE OF THE CONSTRUCTION 2 AT THE TIME OF BIDDING,REVIEW THE MATERIALS,FINISHES AND DETAILS THROUGH THE FAULT OR NEGLIGENCE OF THE CONTRACTOR, SHALL BE WITH THE OWNER.IF IN DOUBT,ASK. COMPLETELY REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. D 3 THE CONTRACTOR SHALL APPLY FOR, PAY FOR AND OBTAIN THE BUILDING 13 FOR ANY ITEM SHOWN OR NOTED ON THE CONSTRUCTION DRAWINGS FOR D PERMIT AND ANY OTHER REQUIRED PERMITS-UNLESS DIRECTED OTHERWISE BY THE OWNER WHICH THE CONTRACTOR PROPOSES TO PROVIDE AN ALTERNATE MATERIAL OR DETAIL, PROVIDE NOTICE TO THE OWNER AND ARCHITECT IN ADVANCE 4 THE CONTRACTOR SHALL SUBMIT A PROPOSED TIME SCHEDULE TO THE AND OBTAIN APPROVAL FROM THE ARCHITECT ANDIOR THE OWNER BEFORE OWNER INDICATING SETUP TIME, THE START OF THE WORK, MILESTONE OBTAINING OR INSTALLING ANY ALTERNATE. COMPLETION DATES, SUBSTANTIAL COMPLETION AND PROJECT CLOSE-OUT DATES.REVIEW THE SCHEDULE FROM TIME TO TIME WITH THE OWNER. 14 THE CONTRACTOR, ACTING AS A GENERAL CONTRACTOR, SHALL COORDINATE AND SCHEDULE THE WORK OF ALL SUB-CONTRACTORS AS 5 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE REQUIRED. AVOID CONFLICTS OF DUCTS, PIPES AND STRUCTURE AND 7 STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES AND COORDINATE ALL DIMENSIONS, LOCATIONS AND CLEARANCES, ETC. IN CONSISTENT WITH STANDARDS OF GOOD PRACTICE. SHOULD ANY ADVANCE OF THE WORK BEING INSTALLED.COORDINATE DUCT ROUTES AND INFORMATION ON THE DRAWINGS OR IN THE SPECIFICATIONS NOT BE IN LOCATIONS OF GRILLES AND REGISTERS WITH THE ARCHITECT. PROVIDE $ NORWq LK COMPLIANCE, THE CONTRACTOR SHALL BRING THE MATTER TO THE SHOP DRAWING AND SUBMITTALS WHEN REQUESTED BY THE ARCHITECT.SEE ATTENTION OF THE ARCHITECT AND RESOLVE IT BEFORE ANY AFFECTED LIST OF REQUIRED SUBMITTALS IN THE SPECIFICATIONS. CT CONSTRUCTION BEGINS. SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANY PART OF THE WORK IN NON-COMPLIANCE WITH ANY CODE, 15 THE CONTRACTOR SHALL ARRANGE FOR AND SCHEDULE ALL INSPECTIONS IN G�(+- THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR CORRECTING THE ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING DEPARTMENT. 1(NOFSgP WORK AND FOR MAKING IT COMPLY. THE CONTRACTOR AND 16 FOR ALL ELECTRICAL WORK, COORDINATE SPECIFIC LOCATIONS OF ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE OSHA EXPOSED ITEMS-OUTLETS,SWITCHES,LIGHTS AND ACCESSORIES AS SHOWN REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS ON THE DRAWINGS. REVIEW ANY CONFLICTS WITH THE OWNER AND f AND METHODS OF CONSTRUCTION. ARCHITECT BEFORE INSTALLATION. I 6 THE CONTRACTOR SHALL PROVIDE COPIES OF STATE LICENSES AND 17 FOR EARTH MATERIALS BEING EXCAVATED, REMOVE THE MATERIAL FROM CERTIFICATES OF INSURANCE TO THE OWNER. THE SITE OR PLACE THE MATERIAL ON THE SITE AS DIRECTED BY THE 7 THE CONTRACTOR SHALL PROVIDE HIS OWN SANITARY FACILITIES(PORT-0- OWNER.KEEP SITE AREA DISTURBANCE TO A MINIMUM. z JOHN) AND ALL CONSTRUCTION TOOLS, EQUIPMENT, SHORING, STAGING, o C SCAFFOLDING,BARRIERS AND ENCLOSURES. 16 LIMIT VEHICLE ACCESS AND PARKING TO SPECIFIC AREAS AS DIRECTED BY THE OWNER AVOID DAMAGING EXISTING TREES,SHRUBS OR GRASS AREAS. C 6 PROTECT NEW WORK IN PLACE FROM DAMAGE AND ENCLOSE ALL AREAS OF AT THE COMPLETION OF WORK, REPAIR OR RECONDITION THE AREAS AS THE WORK AS REQUIRED TO PREVENT WATER OR WIND DAMAGE FROM THE REQUIRED.DO NOT DRIVE ANY VEHICLE IN THE AREA OF THE SEPTIC SYSTEM WEATHER. OR OTHER UNDERGROUND UTILITIES. 9 ALL FLOOR AND ROOF FRAMING-JOISTS,RAFTERS,TRUSSES,ETC.,-SHALL 19 THE CONSTRUCTION DRAWINGS AND THE RELATED NOTES AND OUTLINE BE INSTALLED IN STRICT CONFORMANCE TO THE MANUFACTURER'S SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE BINDING CONTRACT Z SPECIFICATIONS AND RECOMMENDATIONS INCLUDING THE TYPE AND BETWEEN OWNER AND CONTRACTOR.AFTER THE CONTRACT IS EXECUTED, 00 LOCATION OF ATTACHMENTS,BLOCKING AND WEB STIFFENERS. ANY ADDITIONS, REVISIONS OR DELETIONS SHALL BE AS AGREED AND CID CONFIRMED IN WRITING WITH THE OWNER. THE CONTRACTOR SHALL F o 10 THE CONTRACTOR SHALL PROVIDE PROPER, SUBSTANTIAL BLOCKING, PROCEED IN ALL RESPECTS AS DIRECTED BY THE OWNER OR THE (� Q BACKING AND SUPPORTS WITHIN STUD WALLS FOR THE FIRM SUPPORT OF ARCHITECT. ALL CABINETS, SHELVING, HANDRAILS, LIGHT FIXTURES, PLUMBING z J FIXTURES,ETC. 20 THE DRAWINGS SHOW THE WORK TO BE INCLUDED.IT IS THE INTENT OF THE CONTRACT DOCUMENT PACKAGE TO SHOW OR REFER TO THE TOTAL SCOPE C/1 d OF THE WORK TO BE INCLUDED.THE CONTRACTOR SHALL INCLUDE ANY AND O Q Z ALL MINOR ITEMS REQUIRED TO PROVIDE A COMPLETE FULLY FUNCTIONING STRUCTURE TOGETHER WITH ALL ASSOCIATED COMPONENTS REGARDLESS () 00 OF WHETHER A SPECIFIC ITEM 13 OR IS NOT SHOWN OR LISTED IN THE DRAWINGS. w 2 NIC ITEMS OWNER PROVIDED ITEMS SHOP DRAWING FINISHES NOTES &SUBMITTALS B B 0 a F- w W a 0 O LL W N 0 O W Z a O - N Y o PROJ NO: 16-101 9 SCALE: AS NOTED a DATE: U DESIGNED BY: 3 A A DRAWN BY: 9 CHECKED BY: SHEET TITLE: a GENERAL GENERAL NOTES r o SHEET NO. s: G-001 2 3 4 5 ZONE: RF " M ( In.)) 1ront 87,120 SF(RPOD)Vth a•.V -4' Fronts a`,nm)150' S 1 t: F Rea R 1 5 5'' ear 15' FLOOD ZONE: MNlmal 2-50a aw/m O 12.6 r ZoraFlo d Hazad - Cham ren Community Pon el No g1 J JulyJy 16.I6,20140ta Location Map: 4'a/Slave 1"e2,000t' . ASSESSORS REF.: MP 082 Parcels 026 PROPOSED SAS OVERLAY DISTRICT: 1"a b' - CP-rr eedweter Protection District ^ Estuarine Wrtershed _ DIRECTIONS: ^a eu°wfb QO FTarwn Hyannis-FWow Rwte 28 Towards Centerv0le;ke rpRht at tights to dtl Sf aqe Rood;At the Q take alright a to Alp a Wayi Sit,isaaf theeeed,11t.02. ayes DESIGNDATA SEPTIC NOTES 1.I.and®oftmlma.suaam TylAmArtAquox Af ram nHmo jBMr a®1moto fliaroAarEveM'm Pm rlw Atirof+he amoslar66a8 Maly _ fa.R.a,mdl.•anmam,mlaa�s0-saes44-acl.mmo�, How"'i" rmd' L bvaa muRaWvd aSm�W APV aDdab Farm) IM mTorva • bo°\� � _--- '' , Lot Area .y r9wn.ilymm--33ocvn ,tsr.aral�mc aa.QmDa6a<a6y7rmvlaa. ' 3.33 Aeree Pef ,p'�16 Theo lSWGsl Septic rook 1WhaeavSeiwl.am Mm CnwW saPFtY livn BmSLiar S0.8 . a' / ----62 Assessors of. Ik PipeW SMII SeW 7iaedto _ LEACHWG AREA Aaoacw W—u—s.l+e cam -I. 3300PD10.74(LTAR)-446 SFP,q&%f Coartb'mem W®fXMNf Weha,aseS8all0emAcmNnmx Nd.1If-Z(MtU-Z 15133F WiN 148 QIlt 1.00-TO&310 Cla BALL y Ill/�CA / /' 1 \ 1 � „' �i / \= ---/ .\ �oa� BowmAma"(1283'x25').J10.8 SF 0.AMulmom or9afC uRegfwedfmABGmPmmn #102 \\ 1 1'l '/� �/ _ .`�`` 3bml ProHded"4Td.1 SF(349.3 GpD) 3.AB Souwma ]Lrtt If is fbe8ogmela ifiliill�l 1 l'- 20 AIM/1 LLEACHWGCHAMBERDESIGN °`sRtNR.�odco.mrowaamewP nmp w 1 of ' � Itl is11111 \ 1 1 \ a 1 1 ! 1 I �' �'!� \`\ / � h 1283'x2SWsshN SmneFiddMBpawa ABmrwawb0e e�mm l8'hrmmeM Qst4em.� \ // �r��` 1 N8[aaf F.W f.WRe �aw3 of8amsmbh&` - _w-__-- ' 0' r 9.D-Boc ShaO Raree6fmimom lmida Dimmrim arl]:mde Mivimum lh&t Tev T and MaLm�rheL10u1QDry0Mlaea SlNI D'tml \ / .Mblmm arl0•Baton Me tlonlJae OaaerT ShallIDfeadl4- `' \\`/ --_ 72 BemvfheFbwLim,md5luutnFgabpN wmaearllMBe. l \ \ \ \ \ \ \ \ \ F.m se9m. 0 1 1 • �\`��„ -\ rr. / - /-- ------ \ 1 \ � \.\.:�a... u,00fw�• I 1 ram: \... \. 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PLAN VIEW \ \ ,.ea aaa s 1 a a a f 7FSTHOLE•3 Rf_clo 7FST HOLE-4 SCALE. 30-30' \\ \ \1 tt.s9.1 r r A+A*wa1a 1. .sum_ Fw, e.m 6 I ` ` • karx xR.mkee N-zo - F (DAMYSM4)t1mNB0L1V6L/.. R4i45N3MM a ry \S� \\ iS°a Nefa 3) O-Bae _ \ 1a T msRx w.,^ yPAND.iR&.aRAY1BRBROwN ' 6 ��.. `\ ,Ger fag. _ \ ea mnes.e on 1 dAneer Ire- a MmFUM.m,Rs owN v wRRmAMr Ba «tar>vemme.Po mvreR YRItY.DARttdsaWR(Boate0t0': �W-''� i \, m 1W mk 3 tne�Ca'8°MM �Sti22tdA , ::a fart la 4 I \ DEVELOPED PROFILE OF SYSTEM a uanu.on'seor+$wanma en .. FinacRwrB.znaNm+ r-aH o 9'bIj) a '�e ee NOT TO SCALE B� TO CIS tEPF�,."c wy Fss/o,rnL cep°. NOTES PREPARED FOR: PREPARED BY., TITLE Site Plan 1.) The property line information shown was compiled Martha F. Roberts, Trs. Engineering - Proposed Improvements from ovailowe record information. E }e� **,,,, 2.) The topographic Information was obtained from an on 93 & 102 Alpine. Way Realty Trust suffivai1 ConsQi4ings lIIQ the ground survey performed on or between April 13, 505 Central Avenue- At o \ 2012 and April20, 2016• Pawtucket, Rl 02861 (5W428,33"•ea�M-7Paftrfm.a,oatafeKMAOz6es �• 3.) The datum used Is Approximate lake elevation based 102,Alpine Way on Barnstable CIS Maps //'� {' /L-� Q �/�4� 4.)Structures were not located by conventional survey 30 0 15 30 60 720 Draft: CTR Ba / stables (mars tons mins) Mass. W and are approximate locotions. _ � Review' JOD DATE: SCALE: Project: 32007 August 4,2016 1 e=30' a 1 2 3 4 5 :r u D dh D 67.5 DRAIN N R ME 9 i F ALK ui RETAINING WALL �CFNl� i t N Z c c 1 4' WALK XXXXXXXX z 00 0 CD Qa w� 4 TENNIS COURT_ OURT O Q.Z U o O 3 4 WALK W z B g z O w a a O e NOTE 1 — SLAB ELEVATION AT w GRADE ELEVATION 60.0' SHALL WD BE ELEVATION 0'-0". Q 4 SITE PLAN TO BE CONFIRMED ON SITE. F. " SCALE: 1:100 z o O G N Y —LL M d PROJ NO: 16-107 9 SCALE: AS NOTED a DATE: U ' DESIGNED BY: A A DRAWN BY: CHECKED BY: a SHEET TITLE: a CIVIL SITE PLAN K U U SHEET NO, o SP-101 1 2 3 4 5 1 2 3 4 5 .p ANCHOR BOLT PATTERN O 48'O.C. 37'-0' 2 8/0 FOOTING c �. I +6" �- o A30 0'-4'A301 (- -- ------------------------------- ------- ---------------------- --- - e r--- ------------------------------ ---- -- -� -- -------- ———— ---, I. r I I II , THICK.3.000 Pa CONC GARAGE c I I I SLAB W/6.6-10 WWM ON 4' O•_0• ,'I: I I I C I STRUCTURAL FOAM,6 M0.POLY �- .I: I I D^iq I VAPOR RAMER AND 6• GARAGE I COMPACTED GRAVEL BED.TYP 0 0• Aso, i i — i 1 I i I A3o, ER9i y�lct` I I I HSS 4X4X('ON 3'X 3'X 12' I ••F I I I 0. FLXILNC W//4 0 12"EW.(SORT) 3 i I o HSS 4X4X1' A30, I " HSS 4X4X1' HSS 04)11' a i �DRwkx A Ol (3)lz•LVL BFAY.TW. L�I J -i� I .i. (3)12'LVL BEAM.TYP. I .. I r "h -5-,-0� — o I o �OF f I I I I SHOP I I 11(`PO PEX TUBING INI THIS AFU rip. I I I L• I +2'-0' l I ��1Vp I I ——— I o I I t I I'-O' I I I l I o I I I C O o 3 II rl L----------- L I A1o1 I ----------- ;o I LOWER LEVEL FRAMING ----- - ---------- - ------- :. I I OD , B/0 FOOTINGo I 1 I 2 ? o F 4'-0 —— a ' I a3o, I I + U Q Q I I — — —IL - CL L _J LJ --z ------------------ d J J 4 27'-0' A301 15-O' 18-0' z Q RETAINING WALL 0 N Z x -0. — U O O U W ANCHOR BOLTS O 48"O.C. Z FOUNDATON PLAN SCALE: 1/4"=1'-0" B EXTERIOR WALL CONSTRUCTION: B r GWB,2X6 FRAMING, ' 5'SPRAY FOAM(CLOSED CELL). d"EXTERIOR PLYWOOD. VB.5'STONE FLAT STONE FACING Z WOOD CAP(P1) 2X6 P.T.SILL PLATE ON TOP OF 6"SLAB 2" "' wp �•ANCHOR PEX BOLT W/3"SQUARE N (XER T 3'-0- a"GWB WASH k MIN Of 7'EMBEDMENT TUBING O CONTINUE WWF. _ OMIT PEX SYSTEM IN 3' X 3' UFT FOOTING ARIA w 2'FOAM INSULATION - TIES TIESGRADE D 1'X3'BASE BOARD-TBD(PI) \� .��--"-•-a a� ------- • --• -ar �- --�-- It ---�'^ -�- RIGID INSULATION `O R EXPANSION JOINT lU. �� 6" SLAB o w TOP OF 6"STAB �\ /4 O 12'O.C.VERTICAL& gPEXPOEX INC,ATRACH \\� /4 6 18'O.C.HORIZONTAL ". ,$ e Y It 2 �\\ 3 g a . 4'CMU PROJ NO: 16-101 /��j SCALE: AS NOTED KEYWAY 6" 2'-0" 6" DATE: 3 �, 4'FOOTING DRAIN W/i• CLEAN,CRUSHED STONE A DRAWN BY: DESIGNED BY: A B 6"COMPAC 6' D GRAVEL CHECKED BY: 'S` � 4'STRUCRIRAL'F %. WITH FILTER-FABPoC WRAP a a"STRUCTURAL FOAM SHEET TITLE: #4 CONTINUOUS(3) UNDISTURBED SOIL ARCHITECTURAL x FOUNDATION SECTION LIFT FOOTING SECTION F PLAN ANDN L SCALE: 3/4"=1'-0" SCALE: 1 1/2"=1'-0" DETAILS U 'o SHEET NO. ,r A-101 l 1 2 3. 4 5 U 2 3 4 5 --- 37' 23'-0" FRAMING TO FRAMING 3-1 NO STONE D ........................................................................................................................................................................................................................... .................................................................................................................................... D 0. CD GARAGE GD SHOP RWALK RD AT CEIUN (2)3. ....... DUCT ENCLOSURE 5'-0' HSS 4X4XJ' ------ -------- ----- ----- ---- P2 YNOF ------- ........ r ........... --------------------- -1 9 --------- ..... ... ----------------------------------------------- --- -------- LAV cf) MECH DN 6 0 0 c RM. 4 c ROOF DRAIN ---------- 5 - t PP, 00 0 (D ................................................................................................. - ----- ... ......................... OPEN (N.C 3--l' JL < u.7[ l [ 1 18 0 761 V-0' F,—o 7 le C�:) —RETAJNING WAIL-,., LLJ Z --------- -----------El --------------11A --------- IL ED. EQ. Z 10 0. 27'-0* 15,-0" C) 0 w Of 2 ---—--- ........... z LOWER LEVEL PLAN o ER L SCALE: 1/41"=1 -0" B w C, O HISS 3X3 2'-9" 3- 2'-7- 3- 2--7- 3- 3" PANEL ROW ROW 9--3' BEAM Tj 8" PROJ NO: 16-101 SCALE: AS NOTED Go DATE: y DESIGNED BY: A A DRAWN BY: CHECKED BY: SHEET TITLE: ARCHITECTURAL EAST WALL SECTION LOWER LEVEL �, SCALE1 112-=V�-O- � FRAMING PLAN 0 SHEET NO. A-1 02 2 3 4 5 1 2 3 4 5 60'-0. r B' 8'-4' 18'-0" 15*-0' IT-4_ B' B'PA6'COPING 6'PARAPET CURB 57 j \I LINE OF RAILING 57 ON CURB D I � D [NET I BENCH I I I 5 RD, I 3'-0' A C 17 SL_"' _-J I 5-RD, R y 5._0 2'_7• i n. F y a 1 rL I I VBINEr H NONWALI( •i I 0I S-6' I I 5"RD. CLOSET W:i -b I 19 1 16 LINE OF BEAM BELOW O� Pl M!- ----I o T 14 N I {�'_6•- _ C DECK p2 ---------- ---------�- BR-1 FAMILY RM. 1 tt r--- ---� I N I 13 z V I I z t0 I I I I O C o i 5'RD. i I C T1P. 1 1 19•_6. 12•-0. S6 j -*--------- - +- : ,l A30 I B 1 i8R®7.61' I 20 a S2 t03 1 ON I BR-2 I 0 � 0 \ L i I OPEN o - N 5'RE I tYP.( I Q SL 21 I t I U) »: �. 8'PA6'COPING LINE OF RAIUNGJ S4 \�_ _____________________— C1 Q Z ON CURB 55 S5 (� o O B 10 A301 A301 Of z UPPER LEVEL PLAN SCALE: 1/4"=1'-0" B B z O a ~U W W a� O 0 W 7 N IISS \ / ry O \ HSS z b s \ / O g PROJ NO: 16-101 FIXED PART I FIXED CLASS OF SLIDER a DATEE: AS NOTED Y DESIGNED BY: A A DRAWN BY: 9 CHECKED BY: n POST DETAILS POST DETAILS SHEET TITLE: B SCALE: 3'=V-0" SCALE: 3"=1'-0" ARCHITECTURAL UPPER LEVEL U � AND ROOF PLAN o' SHEET NO. A-103 u1 2 3 4 5 1 2 3 4 5 60'-0' w B'-0• 19'-0• 15'-0• IB'-0• 5 2'-3• (8)EQUAL A30 LINE OF ROOF BELOW p L -) 5 BLDG&ROOF OUTLINE A3O1 UPPER LEVEL FRAMING r A UPPER LEVEL ROOF AREA 6•COPPING /,. RWALK ROOF DECK BELOW 1 / :/F ✓j1 .� // ../ `I r // r f/ //. �// / OF /f%ffi/ -r am — / frf� �`j.. ��..r y. -f o o c .✓' %:f /1 qIf 'f // `•' .1 1/// r f . ! f/Y} / /j / 1/zD 79:��//i MAHGY Z a�o TRELLIS O cD O I <f --- ------- EL w (8)EQUAL O NZ 8'-0' 19'-0' 33'-0' 8'PARAPET U o 0 Tn of z � 1 ROOF PLAN SCALE: 1/4"=1'-0" B B 0 a ~U W w a� 0: O R o w �o e o s L Y b � a S PROJ NO: 16-101 SCALE: AS NOTED a DATE: V DESIGNED BY: A A DRAWN BY: CHECKED BY: SHEET TITLE: a ARCHITECTURAL UPPER LEVEL ROOF PLAN U o' SHEET NO. A-105 1 2 3 4 5 u 1 2 3 4 5 -m 5 1 2.6• 4 4•-6 a 7'-6- FIN1SH _FLQ91z 3'-3 3/4• 3'-3 3/4• SEE i 13'-5" DO DO 133 ou 0 1/2• STRUCTURAL—, ro n D I I o D I I � 10 y >� OwB § --- ----„ --- ---- t,,ceaED' ,q --- �aN.MEg9i y�� 18 _ QUTH MOflbY ————————— ———— --- 1 / i ...............................fi j ... ____ \ CLOSURE \ BEYOND ..................... -...... 1 \ L-BLUESTONE7 FINISH FLOOR \ z C i �/ n 3 i 2•-0" -� < I 3 STAIR SECTION A-A 4 STAIR SECTION B-B `' Sc LE SCALE - _ 4'-6• T-0• V-0- z00 O ST AiR LOWER LEVEL 2 otA MAPLE � < 2 z —1 4 3/6•x 1 ' z Q V, A'DIA. �.x IJj O N z U o O A•DW 3 IX i I I a6•Gw8 I, I I I I a li 1 1 I i 1 i I I I I n I I I B B I I I 10 \ i I T-q o I 11 ___ ____ ® z O I 1 I w o a a 1 j a ; j ® 3/6•z tK• j 4____ _____--_ _-_-n i j 1• 0$-RED OA -171 1 2 =65 z o s` ____ ___ 1__ .::: SCREW AND PLOD O Iffm> ON IE- O ?U LLLY SCREW ¢ ep i I 13� 3/8•x 2- PROJ NO: 16-101 4 I I I SCALE: AS NOTED 4 m I 'o DATE: 3 `OWB DESIGNED BY: 3 A I I A DRAWN BY: 9 r. I k - CHECKED BY: SHEET TITLE: \ cxTa ARCHTECTURAL STAIR PLANS W AND DETAILS y I � & STAIR LE UPPER LEVEL 5 STAIR ELEV. DETAIL A STAIR DETAIL B SHEET NO. ` 1,-0• SCALE 6 SCALE 3 A-106 u 2 3 4 5 1 2 3 4 5 • Y O O CABINET BENCH _ 10' 1 SKYLIGHT D 1/8' -2=44T)-a'r -z._y---- -Z=sY� Z=16f/e r- - D ------- I m i W mrP i N �eVkED.4 N ----L—B ------- m L GWB7 7GWe� 5 �K ME ^ ------_—_� LICHT 0 STTO OPE NORWALK / I / W. 7 `MIRROR W. W. �OF RADIANT NEAT n. °• °ONE. \ 11 MANIFOLDON A PH S / \ z T - ALL WOOD OPEN SHELVES ALIG BENCH \\ F / \ SET BACK DRAWER \\ p U C m \ C A 3-e. pq AC DIFFUSERS .......... Y-8' z 00 o c o �\PLAN A BATHROOM BATHROOM ELEV. BATHROOM ELEV, Q a a 2 SCALE t'-0� 3 SCALE - 1-0 4 SCALE - 1-0 Ix LLI z J Z 0- O ¢z G, a off\ SKYLIGHT W < CABINET _ --__( - BENCH Z ......... ............ .-.-..- .............. 1...........i.........................i............L ..... B ........... J.......... ........ ..... ..... ........i.... ._i... o � �� o i ..........._: i ..... ........ ________-> n... I . ..... - NATURAL ........................:........ ..... ..... ..... ..... ..... .... ..... ..... .1J � O WOOD ;� a N I v ......... a I. a .................:.............----------- ----------- ....i............:...........:............ .. , P ________-- -- ..... P w ...:........ O S \ D ....:..i�.......iuj ........... {V ..... ..... ..... ..... ..... ..... ..... ..... ..... IV Z Ln Ln Y d' K 8 r DUC PROJ NO: 16-101 o I'' DATE: A NOTED DESIGNED BY: A i i� A DRAWN BY: 2 \ CHECKED BY: ., SHEET TITLE: 8 PLAN B BATHROOM BATHROOM ELEV. ARCHBATH AL TECT r ScaLE = 1-0 5 y BATHROOM ELEV. INTERIORS E SCALE I-0 SCALE 4P I-O U o SHEET NO. A-107 1 2 3 4 5 4 5 2 3 REMOTE EXHAUST FAN 2 D JrT D t NATURA WOOD L NATURA WOOD L NATURA WOOD L NICHE OPEN _T_FF -4 ATURA EM CT OF z z G &�ATHR�O.� ILE.V. . 2 BATHROOM ELEV. BATHROOM ELEV. �ATHR��QLEV. c SCALE SCALE I_0" SCALE .�A A 0" E� LIGHT q z 0 (o C) —WOOD u w Z O < z 0 C4 < ME z �LT B 0 1 4' 10, WOO D (x 0 --SIUNL w on W .. ................... .............................. ..... z V-8' Q w I SINK —WOOD WOOD—/ D. SHELF N, SCALE: AS NOTED DATE: DESIGNED BY: A DRAWER A DRAWN BY: CHECKED BY: SHEET TITLE: ARCHTECTURAL BATH INTERIORS 7 AND DETAILS LAUNDRY ELEV. (�>CABINET SECTION CABINET SECTION BENCH SECTION SHEET NO Htt' 8 SCALE CAL I = �C ��C;LE-9 =—I-o- E LE 1 IL A-108 2 3 4 5 1 2 3 4 5 1" X 6" TEAK j D I D I a j eiRED A% COATED STEEL I M I 1S • ORWALK Y." CABLE j J4" X t" �—— ————————————----------•--------------- ------ B �OF ALUM. COPING I I JS 6" " X tJg' I VERT 4' OC. j 'n )6" X 23§" X 4" j I Z LAG BOLT j C I C 2_ N SEE STRUCTURAL 4^ I 7F _1 C:5:� 4'-0"t I ZOD I 0 ccO\I I U Ca tri d E- z Z ag O az U o0 U) r,_1RAILING SECTION A-A 2 RAILING ELEVATION Z SCALE 1 I=0� SCALE t - 1-0 B B z O a t 3/4'SCLL J w w a� S \ O - LLn as BELOW t' /2" 4 T, H. TYP. DOOR JAMB,HEAD PROJNO: 16-101 4 SCALE 3 = 1-0 SCALE: AS NOTED DATE: a y RAILING CORNER PLAN B-B DESIGNED BY: z A A DRAWN BY: 2 CHECKED BY: SHEET TITLE: 'a s ARCHTECTURAL g DECK RAILING � u �i 0 SHEET NO. A-109 1 2 3 4 5 2 3 4 5 J'X " INSIDE 12 A CORNER BOARDS, FLUSH, TYP. l -IlLhr TRELUS D m m mo J- X 4-CORNER ............ .. TE BOARDS. FLUSH, .................... .. TYP. ........... % ................ ......................... /I T ...................... N.ME CUT FOR CLARITY LJL P�� E IF-Ili db db ts WALK 7)yoF...... ..... V. e�k 6'-0" 4- RETAININCWALL, Z 2'-0'A.F.F. .5 0* 0 ----------------------- wt?-- c c fp+O'-4" 0'-0'A.F.F. ------------------------------------------------------------------------------------------------- ---------io" ----- ------------------------- L------------------------- lo'-3, ------- R.O. 28'-0 co T 2- 10'-3" :--. L (D Z6 OUT ( S H ELEVATION EAST ELEVATION j)SCALET < SOU SCALE: 1/4"=l'-O" m 1/4"=l'-O" L,16 z_j 12 ri) ag 'J;?112 4 11 1 r'-r- 7'-D' 12 (n 7tfl �l < C,z MARINE PLYWOC D MARINE PLYWOOD 0 PANEL. TYP. F—PANEL. TYP. F- DUGLAS FUR ------ SIDING I X4 T&G W/J" F-VEAL .....................--............... II ..................................... .................. 0 X 4" CORNER ........... BOARDS. FLUSH.B . ..... Typ. II ---------------- ----------jil------ O STUCCO +9*-3" 1,w ------ ------------- ------------- --- 0 w ............ a GRADE E 32'-6" 0+2'-0- ------------ 0+2'-0' z -------- ------------ --------------- ---------------- ---- RETAINING WALL +2704 LD ------------------------------------------------ --------------------- -—--------------------------------- EQUIPMENT SLAB Ln ----------------------------------------------------------------------------- ------------------------------------------- ---- > w L------------------------ o--O-_ --------------------------------------------------------------------- -------------------------------------- PROJ NO: 16-101 NORTH ELEVATION ------ 4 SCALE: AS NOTED b ------------------------------------------------------------ DATE: y SCALE:L E�- 1 4.�=l DESIGNED BY: A A DRAWN BY: CHECKED BV; 18'-0' SHEET TITLE: ARCHITECTURAL WEST ELEV ATION EEXEVTAERIIOONR SCALE I/4"=1'-01 S 0 SHEET NO. I K A-201 2 3 4 IF THIS DRAWING IS LESS THAN 22-X 34"IT IS A REDUCED SIZE DRAWING 1 2 3 4 5 'J 12 • 12 12 12 T� Tr �7 Tr SL-3 SL-3 HALL 1'FRAME.IYP. "'"`. ..... CLOSET r�'g..; ass;1 OPEN TO STNRS STAIRWAY HALL STAIRWAY ��' - �(�E�J 19 M .3 FACING EAST FACING SOUTH FACING NORTH FACING WEST U QRWAlX �� UPPER LEVEL HALL cy SCALE: 1/4"=1'-0" OF m 1 Z � c I` z C I I C 8'%8'SOFRT 0 J i. ereiBIR :i£i _ z �:: 0 jco ,. i N N O BEDROOM '"'' :.-: Y''°; :.:-:- ;?�- BED ROOM BEDROOM FAMILY ROOM FAMILY ROOM BR 1 ELEV. WEST BR 1 &2 ELEV. SOUTH FAMIY ROOM -SOUTH FAMIY ROOM -WEST EAST SIM) z a� SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0 V SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" O Q z U To • I :3 / I I I B B I BEDROOM BED ROOM BED ROOM FAMILY ROOM BR 2 ELEV. EAST FAMIY ROOM - NORTH o 4 BR 1 &2 ELEV. NORTH SCALE: SCALE: 1/4"=1'-0" 0 SCALE: 1/4"=1'-0" w w a o 0 O o w R o w �o z s g Ln Y Q w is Q PROJ NO: 16-101 3 SCALE: AS NOTED i DATE: Y DESIGNED BY: 3 A A DRAWN BY: CHECKED BY: SHEET TITLE: ARCHITECTURAL x UPPER LEVEL INTERIOR ELEVATIONS 0 SHEET NO. s a A-202 1 2 3 4 5 IF THIS DRAWING IS LESS THAN 22•X 34"IT IS A REDUCED SIZE DRAWING 1 2 3 4 5 W12x30 12'-0-AF.F& s ENE U f-% �N.ME& O O O GARAGE INTERIOR SOUTH n GARAGE INTERIOR(EAST) 8 1 SCALE: 1/4"=1' L SCALE: 1/4"=1' 12'-° A'F.F$ rhEEEr p�` ------------------------------ 4 LL_:J 0 C C +2'-0• t0 ® z co 3 GARAGE INTERIOR NORTH GARAGE INTERIOR WEST O �+ F, o SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" u a a E Z z a� O 1Q Z U V0 Frry El U)i z i i B 5 SHOP INTERIOR SOUTH r. SHOP INTERIOR (EAST) 0 SCALE: 1/4"=1'-0" V SCALE: 1/4"=1'-0" 0 w w a� O E LL w EVAP-2 (n R1RR OUT WALL RUSH R =El ry a w ----------------------------------_----------_------_-------_--- WOOD CAP �o z o p >W Y W Q Q � PROJ NO: 16-101 4 SCALE: AS NOTED a DATE: Y DESIGNED BY: 3 A A DRAWN BY! 2 SHOP INTERIOR NORTH p SHOP INTERIOR(WEST) CHECKED BY: SHEET SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" s ARCHITECTURAL GARAGE AND SHOP ELEVATIONS o SHEET NO. R A-203 1 2 3 4 5 IF THIS DRAWING IS LESS THAN 22'X 34-IT IS A REDUCED SIZE DRAWING 2 3 4 5 60'-0• 32•-6. 12'-6' 12'-0' 8'-0• 9.-0. 12'-0' 19'-6• 12 �r r D I +8,-0, ............................................................................................ 8'x r so. i .. .. . : . �EFtE.La i i : �N.MFgq o FIR i/ :HALL \"� �� BR BATH HALL STAIRWAY WOOD FLOOR OVER I'WARYBWRD ON 2z4 \ i Or - ---- + . Ell0 SEE SECTIONOSURE o GARAGE SHOP I m c c +2•-o e ' 0-0 - GARAGE N z 00 77-77777-77 - - o EQ EQ EQ W 1n Z J z <U) o QZ BUILDING SECTION -LOOKING WEST BUILDING SECTION - LOOKING NORTH U o SCALE: 1/4"=1'-0" SCALE: 1/4"=1�-0" W • z � B B 0 a U W❑ a O LL �nn In O W N O E +l Z d O m � Y PROJ NO: 16-101 SCALE: AS NOTED 8 DATE: S DESIGNED BY: iA A DRAWN BY: R CHECKED BY: SHEET TITLE: n ARCHITECTURAL BUILDING SECTIONS SHEET NO. A-301 1 2 3 4 5 IF THIS DRAWING IS LESS THAN 22"X 34"IT IS A REDUCED SIZE DRAWING 1 2 3 4 5 �J + \ \ r GWB GWB / r \% HDR/PERIMETER BEAM \/\ OAK FLOOR TJI OAK FLOOR j\ DECK DOUBLE 2 X 6 ' \ \ WALKING DECK Jr SUL3 0. 6" p 1 j'WARMtiOARD \%\ TPO TPO 12'-0' B/O STRUCTURE i, D -- ---- tj 2X4'S r GWB �"GWB zxas 1n09 �EAED A j'SUBFLOOR SUBFLO R `o ALUMINUM CLADDING �5 NN•ME/�9� hid O 12'TJI JO 16'O.C.-- I y 12'TJI JOIST 16'O.C. 120 h 00 2 7 Y \ I NWOOD ORWkU( i'TYPE XGWB / / (2)�'TYPE X GWB j% N STONE BEYOND �/ \ CAP FLASHING COPPER OR ZINC. I"SLOPE OF FLASHING SILL ALUMINUM CLADDING QF 1JIA` GWB %�/ 9•-�" FLASHING I I"LONG 12'X1214" B $ ALUM.FAB. z 2X6 f . in +B' 2X6 Q CONSTRUCTION CONSTRUCTION ' U C / / +9'-0"AFF Q i C GARAGE DOOR MEAD DETAIL 2j"GARAGE DOOR z 00 1 PARTIAL BUILDING SECTION SECTION AT GARAGE DOOR SECTION IN BAND SECTION WINDOW IN STONE W/WINDOW ABOVE } SCALE: 1"=1'-0 SCALE: 1"=1'-0" SCALE: 1 1/2"=1'-0" �F SCALE: 1 1/2"=1'-0" Z J Z a2 O az U bo W \/\ Z i'GWB 4'-6- \ \%/ WALL BETWEEN 1 X 3 TEAK OAK FLOOR GARAGE DOORS DECKING ON PT TPO MEMBRANE AT j" lj"SUBFLooR \\ DECK 6' /\ \/\ iT RUBBER ON PER FT SLOPE B / f TPO � BOTTOM OF RIBS 5/B'PLY 2X(1/4"/FFT T TAPERED SLOPE) -- ---- ------ . .: .� WALKING DECK 2X4'S PAVING >]'SUBFLOOR 6 SIAH O Li r- I \/ 1/ \ w ( I a❑ TJI JOIST \� p COMPACTED GRAVEL `. I O .10\�\ j COLUMN BEYOND - _____, w \j 8-9" COLUMN BEYOND j o 8-9" COLUMN BEYOND �\ N o � � � m \/\ j\/ '• it PROJ NO: 16-101 § 2'-0" SCALE: AS NOTED DATE: �� SECTION AT CANTILEVER SOUTH DESIGNED BY: 9 A J * SCALE: SECTION AT CANTILEVER NORTH SECTION AT GARAGE WALL&APRON p SECTION AT WALKING DECK A DRAWN BY: SCALE: 1 =1'-0" v CHECKED BY: 1"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0- SHEET TITLE: s ARCHITECTURAL CONSTRUCTION DETAILS _ 0 SHEET NO. A-302 2 3 4 5 2 3 4 5 a"GWB DOOR i\ 2X6 X 2"BASE CONSTRUCTION FLOORING �/� a"PLY OPEN 11'WARY �� 1"SIDING BOARD / D j/ D COPING C, .��t�ED� / I W '2=O MAHOGANY TRELLIS 2'X 6 CONSTRUCTION 6 X 6 PT COLUMN /\ a'TYPE X CM O" f STUCCO OPEN GWB X 2"TO COVER GAP GRADE.TBD \ \ \ \ \ \ \ \ 2" FOAM INSULATIONwww >]'CLAD(8)PIECES W/GAP �OF 5" STONE 2j" h 1O"a"2' C4 CORNER DETAIL SECTION AT EXTERIOR COLUMN s J SCALE: 1 1/2"=1'-0" SCALE: 1"=1'-0" 2'-3" (a) EQUAL 30 8 c c 4) SCALE: AT NORTH WALL �^� ROOF TRELLIS DETAIL TPo SCALE: 1"=1'-O" SCALE:1"=1'-O" 5/8"PLY ON TAPERED 2X 6" 6- (1/4'/FT SLOPE TO DRAIN) 1'X3'X6'LONG ST.STL. 'Z 1'X3"X610NG ST.STL. SPACE AT CNTR OF EACH 3/4'PLY SPACER AT CHTR OF EACH ____ BAY-�'ST.STL BOLT -------------- __ o ---------- _ _---- BAY-j"ST.STL BOLT PLUG }Q Q UG 3"X3"MAHOGANY 3 X3"MAHOGANY W Uj F z� z a� n O ¢z CD 0 b b I I W6X15 Tq B'-U Aff4 B Y i B 3X3 ---------------------- — -- -I ------------------------ --- ------------- -- FIXED PART FD(ED GLASS o OF SLIDER a U w w SECTION AT TRELLIS (FAM. RM. EAST&WEST) SECTION AT SOUTH WALL FAMILY ROOM POST A&B AT SOUTH WALL FAMILY ROOM (MID& CORNER) g J _SC CACT1 1/2"=1'-0" —�� 60 SSCALE:1 1/2"=1'-0" SCALE:3"=1'-0" w sW �O E I I A m O a R 6 X 6 CLADDING PROJ NO: 16-101 STEEL COLUMN SCALE: AS NOTED ANCHOR DATE: DESIGNED BY: A A DRAWN BY: CHECKED BY: R GRADE SHEET TITLE: ARCHITECTURAL CONSTRUCTION Q COLUMN BASE DETAILS a C7 SCALE:1 1/2"=1'-0" SHEET NO. A-303 o 2 3 4 5 IF THIS DRAWING IS LESS THAN 22"X 34"IT IS A REDUCED SIZE DRAWING 1 2 3 4 5 WINDOW SCHEDULE DOOR SCHEDULE DOOR DOOR SPECIFICATIONS DETAILS WINDOW SPECIFICATIONS HARDWARE REMARKS WIN. DETAILS REMARKS q LOCATION 512E(WxHz1) TYPE MATERIAL FINISH HEAD JAMB SILL 4 LOCATION SIZE(WXH) TYPE MFGR.q INT.MATERIAL/FINISH EXT.MATERIAL FINISH HEAD JAMB SILL GARAGE- 1 LEFT BAY 10'-0"xV-9"13' CARRIAGE DOORS WOOD-WESTERN RED CEDAR STAIN T.B.D. CWOOD SIDING EXTERIOR WITHIN A TRIWFRAME GARAGE 7-10'x 2-9 h' AWNING WOOD/PAINT T.B.D. ALUM./COLOR T.A.D. I .D. HARDWARE AND FINISHES IF UNSPEFIED ARE TO BE SELECTED (ONE PAIR) D 1 BY OWNER OR ARCHITECT 2 GARAGE-RIGHT BAY 10'-0'x 9'9'z]' CARRIAGE DOORS WOOD WESTERN RED CEDAR STAIN 8'WOOD SIDING EXTERIOR WITHIN ATRIMIFRAME 2 GARAGE 7-10-12'-9 AWNING WOOD/PAINT T.B.D. ALUM./COLOR T.B.D. (ONE PAIR) 3 STAIR HALL-EXTERIOR 3'-0"xT4"x 13W EXTERIOR DOOR WOOD-VERTICAL GRAIN FIR STAIN 3 GARAGE 5'-9)S'X2'-9 Jy' FIXED WOOD/PAINT T.B.D. ALUM./COLOR T.B.O. MULL WIT"UNIT 4 AS SHOWN IN ELEVATION SHOP-EXTERIOR 3'4"x 7"-0 %"x1 ' EXTERIOR DOOR WOOD VERTICALGRAIN FIR STAIN 4 d GARAGE S-9 h'xd'-0' FIXED WOOD/PAINT T.D.D. ALUM./COLOR T.B.D. MULL WITH UNIT 3 AS SHOWN IN ELEVATION GLy Al 5 STAIR HALL-CORRIDOR 7E"xT-0-x 1%' INTERIOR DOOR WOOD-SOLID CORE PAINT 1.5 HOUR FIRE RATED ,,H.Al 5 GARAGE 2-10'x2'-9 h' AWNING WOOD/PAINT T.B.D. ALUM./COLOR T.B.D. 8 CORRIDOR-SHOP ZA"xT-0"x1%• INTERIOR DOOR WOOD-SOLID CORE PAINT 8 GARAGE AWNING WOOD/PAINT T.O,D. ALUM,/COLOR T.B.D. AN CORRIDOR-LAY. T-0"xT-0"xt%' INTERIOR DOOR WOOD-SOLID GORE PAINT ' T WORKSHOP 5'-91/1'x 2'-9)J- FIXED WOOD/PAI NT TB.D. ALUM./COLOR T.B.D. MULL WITH UNIT 8 AS SHOWN IN EL EVATION 9 GARAGE.MECH.ROOM 3'-0'x T-0'x1%• INTERIOR DOOR WOOD-SOLID CORE PAINT V WAIF. 9 WORKSHOP 5'-9 h'x 4'-0' FIXED WOOD/PAINT T.B.D. ALUM./COLOR T.B.D. MULL WITH UNIT T AS SHOWN IN ELEVATION �Il 9 GARAGE-CORRIDOR 7-B,xrd .I INTERIOR DOOR WOOD-SOLID CORE PAINT 9 WORKSHOP T-10'x2'-9 h" AWNING WOOD/PAINT T.B.D. ALUM./COLOR T.B.D. GARAGE-SHOP g-0"x T-0"xI INTERIOR DOOR METAL PAINT 10 OMIT 10 (ONE PAIR) 'I'/O 11 STAIR HALL-FAMILY ROOM B-0"x T4'x 11/,- INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN 11 OMIT (ONE PAIR) 12 STAIR HALL-BEDROOM 2 24'x T-0-x1%• INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN 12 WORKSHOP Z-10'x 2'-9 AWNING WOOD/PAINT T.8.D. ALUM. COLOR TDO. 13 STAIR HALL-BEDROOM( TA"xT4"x1%' INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN f 13 WORKSHOP 5'-9 Y2 X2'-9 h- FIXED WOOD/PAI NT T.B.D. ALUM./COLOR T BD. N ` td STAIR HALL-LAUNDRY CL. 8-0'x T-0'xt%• INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN LOWERED DOOR Z 14 OMIT (ONE PAIR) < 15 STAIR HALL-CLOSET Z-0'x T-0'x1%• INTERIOR DOOR WOOD-SPECIES T.B.O. STAIN LOWERED DOOR 15 WORKSHOP Z-10'x Z-9�J' AWNING WOOD PAINT T.B.D. ALUM./COLOR T.BD. 8 18 STAIR HALL-BATH Td"x T-0"X1%' INTERIOR DOOR WOOD-SPECIES T.B.O. STAIN C C 18 WORKSHOP 2-10'z2'-9�" AWNING WOOD PAINT T.9.D. ALUM./COLOR T.B.D. 17 BATH-WATER CLOSET ZE"xT-0"x1%• INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN 17 GARAGE 5'-91$'x2'-9 J$' FIXED WOOD PAINT T.B.D. ALUM./COLOR T.B.D. MULL WITH UNIT IBAS SHOWN IN ELEVATION IS BEDROOM I-CLOSET 5'-0"x T-0'X13/.• INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN LOWERED DOOR 18 GARAGE 5'-9 h'x4W FOXED WOOD/PAINT T.B.O. ALUM./COLOR T.B.D. MULL WITH UNIT IT AS SHOWN IN EL EVATION (ONE PAIR) 19 BEDROOM I-CABINET Z4"xT4-z 13/,' INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN LOWERED DOOR 19 GARAGE 7-10'x2'-9 h' AWNING WOOD/PAINT T.B.D. ALUM./COLOR T.B.D. BEDROOM 2-CLOSET 5'-0"x T-0"x1%• INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN LOUVERED DOOR 20 GARAGE 2-10'z 2.9'/1' AWNING WOOD PAINT T.B.D. ALUM./COLOR TBO. 20 (ONE PAIR) z DO 21 BEDROOM 2-CABINET Z-0'x T-0'xt%' INTERIOR DOOR WOOD-SPECIES T.B.D. STAIN LOWERED DOOR O N 21 STAIR 4'-0'x4'V FIXED WOOD STAIN T.B.D. ALUM./COLORT.B.D. MILLWITHUNIT520821ASSHOWNINELEVATION F(� O FAMILY ROOM-DECK 12'-0 W-0-x 1%' SLIDING GLASS WOOD INT.-ALUM.CLAD EXT. PAINT i x }Q Z2 STAIR d'-0"xd'-0" FOXED WOOD/STAIN T.B.D. ALUM./COLOR TAD. MULL WITH UNITS 19821 AS SHOWN IN ELEVATION EXTERIOR DOOR23 BEDROOM 1-DECK 5'-0'x 8'-0"x 1%' SLIDING GLASS WOOD INT.-ALUM.CLAD EXT. PAINT 23 STAIR 4'4)'x d'4" FIXED WOOD/STAIN T.B.D. ALUM./COLORT.BD. MULL WITH UNITS 19820 AS SHOWN IN ELEVATION EXTERIOR DOOR LLJ J F Z J_ 24 BEDROOM2 4'-0"x d'-101h' FIXED WOOD/STAIN T.B.D. ALUM./COLOR T.B.D. MILL WITH UNIT 25 AS SHOWN IN ELEVATION y d^2 25 BEDROOM Zd'z 4'-10�J' CASEMENT WOOD STAIN T.B.D. ALUM.COLOR T.B.D. EGRESS WINDOW.MULL WITH UN R 24 AS SHOWN I N EL EVATION O N Z () o O 2B BEDROOM2 1'-4'x4'-10'V CASEMENT WOOD STAIN T.B.D. ALUM. COLOR T.B.D. � J 1/2" )1/2" /_1 Of 27 BEDROOM 1'4'x4'-10 h' CASEMENT WOOD STAIN T.B.D. ALUM./COLOR T.B.D. W 3'-9- 5'-0' 3'-0" z rG 3'-0' 3'-0' 3'-0' 3'-0' 2' 20 BEDROOM( 1'J'z 4'-10 K' CASEMENT WOOD STAIN T.B.D. ALUM./COLOR T.B.D. 51/2" 51/2' 3' ] 29 BEDROOM( 1'4'x4'-10'/[ CASEMENT WOOD STAIN T.B.D. ALUM./COLOR T.B.D. A 30 BATHROOM 1AT14'-10%' CASEMENT WOOD/STAIN T.B.D. ALUM./COLORTB.D. B 31 BATHROOM V-10-x4'-10T CASEMENT WOOD/STAIN T.B.D. ALUM./COLORT.B.D. 16, B M1 32 FAMILY ROOM TA'x f-101/e' CASEMENT WOOD/STAIN T,B.D. ALUM./COLOR T.B.D. MULL WITH UNIT 33 AS SHOWN IN ELEVATION 33 FAMILY ROOM 24'X ZAD h" FIXED WOOD/STAIN T.B.D. ALUM./COLOR T.B.D. MULLWITH UNIT 32AS SHOWN IN ELEVATION FAMILY ROOM 54'x4'-1015' FIXED WOOD/STAIN T.B.D. ALUM.ICOLORT.B.D. MULLWITHUNIT 35ASSHOWNINELEVATION Z DOORS 1.2 DOORS 3.4 DOOR Z2 DOOR 23 DOOR 10 DOOR 11 9 75 FAMILY ROOM 5'-0'x2-10 YJ' FIXED WOOD/STAIN T.B.O. ALUM./COLOR T.B.D. MULL WITH UNIT 34 AS SHOWN IN ELEVATION a F-0 w 38 FAMILY ROOM S4'x4'-10�V" FIXED WOOD/STAIN T.B.O. ALUM.I COLOR T.B.D. MULL WITH UNIT 37 AS SHOWN IN ELEVATION w a 41 n4e1lvonnnl n In,VI• FI%FD WOOD STAIN T.O.P. ALUM./COLDR T.B.D. Of MULL WITH UNIT 38 AS SHOWN IN ELEVATION 'IL 2'-8' 'yI 'IL 2'-8' Y ILLI 2—' 6' Y-0" 22'-8- 'Iy 3�0• 1I S�0" �Iy •I1 22'-e" 22'-S" 2�0• O I 1 1 1 W 3S FAMILY ROOM 5'4'x4'-101/4' FIXED WOOD I STAIN T.B.D. ALUM./COLOR T.B.D. MILL WITH UNIT 39 AS SHOWN IN ELEVATION N In 39 FAMILY ROOM xT-101/2" FIXED WOOD/STAIN T.B.O. ALUM.I COLOR T.B.D. MULL WITH UNIT 38 AS SHOWN IN ELEVATION 40 FAMILY ROOM 5'-0'x 4'-10 FIXED WOOD I STAIN TB.O. ALUM.(COLOR T.B.O. MULL WITH UNIT 4I AS SHOWN IN ELEVATION N FQQ N d dt FAMILY ROOM 5'-0'z2-10)$' FIXED WOOD/STAIN T.B.D. ALUM./COLOR T.B.D. MILL WITH UNIT00 AS SHOWNIN ELEVATION z cp Z ,] 42 FAMILY ROOM 2-4'x 4'-10 h" CASEMENT WOOD I STAIN T.B.D. ALUM.I COLORTB.D. MILL WITH UNIT 43 AS SHOWN IN ELEVATION (n Y K 43 FAMILY ROOM T-0'z Z-10 h" FIXED WOOD/STAIN T.B.D. ALUM./COLORTB.D. MULL WITH UNIT d2 AS SHOWN IN ELEVATION DOORS DOORS 8,9,12,13,18 UOORB],11 DOORS DOOR 15 DOOR 14 DOORS 18,20 OOOR519.21 C FIRE DOOR 16 PROJ NO: 16-101 4d SKYLIGHT FIXED WOOD/STAINT.BO. ALUM.ICOLOR T.B.D. SCALE: AS NOTED DATE: amDESIGNED BY: A DRAWN BY: 4 CHECKED BY: I SHEET TITLE: $ ARCHITECTURAL t DOOR AND WINDOW SCHEDULES 8 SHEET NO. A-304 ? 1 2 3 4 5 IF THIS DRAWING IS LESS THAN 22"X 34 IT IS A REDUCED SIZE DRAWING 1 2 3 4 5 d SECTION 15000 I.MOTORS AND CONTROLLERS D.COOLING COIL CONDENSATE DRAINS E.DUCT WRAPING CONDITIONS FOR MECHANICAL WORK ROBERTS RESIDENCE 1.The wok of the division 15000 shell include the following: 1. Cooling coil condensate drains shell be Type M copper with wrought copper fittings. 1.Insulate all exposed supply and return ductwork with 2"thick Owens Corning model FSK duct wrap 08/14/2016 - HVAC with foil backing. a. Provide all electric motors for all motor driven equipment furnished under division 15000 of the E. ALV A.GENERAL specifications- MECHANICAL PRIMARY HEAT PRODUCING EQUIPMENT 1.All values shall be Jenkins"ball"type valves. 1. The Drawings, the Conditions of Agreement, the Bidding Requirements and the b. Furnish to sub-contractor for electrical work,all starters,relays,accessories,wiring diagrams, A.GENERAL REQUIREMENTS General Requirements are hereby made a part of this Section. etc.required for proper operation and control of motorized equipment as specified- F.HOT WATER SPECIALTIES 1. The Drawings,the Conditions of Agreement,the Bidding Requirements and the General Requirements B.WORK INCLUDED J.ELECTRIC MOTOR STARTERS 1. All manual vents shall be hand operated and consist of air chamber,air cock and Ill"copper drain tube are hereby made a part of this Section as fully as if repeated herein. p to suitable point of discharge. D 1. Provide materials,labor,equipment and services necessary to furnish,deliver,install all work of this 1. Furnish a starting device for all motor driven equipment supplied under the mechanical sub-contractors. B.GENERAL Division as shown on the Drawings,as specified and as required by job conditions,including but rat 2.Coil vents shell be key-air type. limited to the following: K.EQUIPMENT AND SYSTEM START-UP AND TEST 1. Units shall be wall hung fully modulating boiler,natural gas fired complete with all accessories in 3.Compression tank,galvanized,ASME label. accordance with all rules and regulations of authorities having jurisdiction. a. Heating and air conditioning systems- 1. Notify the Architectin advance of beginning the equipment and system test operation. It. Radiantfloor heating- G.CIRCULATING PUMPS 2. Unit shall be rated at 137 MBH and located in the basement mechanical room. This installation shall c.Ductwork,registers and grilles- 2. Each piece of equipment shall be operated in its system as long as required to provide proper consist of a Triangle Tube Trimax model SOLO.175. d.Domestic water storage- functioning. 1. Pumps shall be direct drive,iron body,bronze trimmed,centrifugal in-line type. ?y e.Exhaust fens and ductwork- C.TESTS 1' I.Humidification- L.GUARANTEES AND SERVICE 2.Provide a Grundfos model UPS26-99FC circulating pump 1/6 HP,110v as the primary circulator for the g.Electronic air cleaning- boiler. 1. After completion of the installation,the heating plant shall be test started. 7 It.Energy Recovery Ventilator- 1. Guarantees and Warranties shall be provided in accordance with the General Conditions governing all U O I.Garage ductless split system- Contracts. 3.The following circulators are to be instated for the hydronic heating equipment D.BOILER BREACHING CT j.Shop ductless split system- 2.The guarantee period shall extend as follows: P-1 Grundfos model UPS15-58FRC circulating pump V25 HP,110V for louver level radiant floor heating 1. Boiler breaching shall include direct venting using schedule 40 PVC vent and combustion air piping P-2 Grundfos model UPS15-58FRC circulating pump 1/25 HP,110V for upper level radiant floor heating complete as per manufacturers recommendation. Flue piping shall rise,vertically or side wall vented as � C.WORK NOT INCLUDED IN THIS SECTION a. For heating systems-one year plus the time necessary to include one continuous heating P-3 Grundfos model UPS26-99FC circulating pump U6 HP,g0V for WIH#1 directed by the Architect ��/OF season from November 1 st to April 1 st 1. The following work is specified in other sections of the Specifications: H.REFRIGERATION WORK b.For air conditioning systems-one year plus the time necessary to include one cooling season E.DOMESTIC HOT WATER HEAT EXCHANGER a.Masonry and concretefoundationsforequipment- from May 1st to October 1A 1. The air cooled condensing units/heatpumps and their associated refrigerant piping and accessories r b.Setting of access doors- shall be installed and tested by an approved refrigeration contractor. 1. W/H1 shag be Phase III Model SMART60 with an input of 175,000 Btuh at 200"F and will be located in 1. c.Cutting and patching- M.SHOP DRAWINGS the boiler room. d.Excavation and backfill- 2. All refrigerant piping and fittings shall be Type ACR copper refrigerant type and all joints shall be brazed 6.Finish painting- 1. The Contractor shall submit shop drawings for all equipment specified herein or shown on the drawings, with hard F.RADIANT FLOOR WARMING FOR LOWER LEVEL f.Site drainage- solder. During the installation process,all interior surfaces shall be exposed only to dry nitrogen in order o g.Power wiring and temperature control wiring- N.INTENT to prevent scale formation.All refrigerant piping passing through building walls shall be encased in pipe 1. Radiant floor warning for the lower level shall be placed in the pour of the concrete slab floor. Radiant O C h.Gas piping- sleeves. tubing to be placed over rigid board insulation(supplied by others)attached to wire mesh(also supplied C i.Installation of the Warmboard system- 1. It is the intention of the Specifications and Drawings to call for finished work,tested and read for b others). Provide all tubing, j.Surface preparation for the radiant heating system- � 9 y yrrg,including manifolds,balancing values and motorized zone valves. operation. 3. After installation,the systems shall be leak tested and dehydrated and charged as follows: D.RESPONSIBILITY 2. All radiant tubing shall consist of X"HEPEX multi-layer composite tubing consisting of PEX'-AL-PEX. 1. Any apparatus,appliance or material not shown on the drawings but which is mentioned in the a.Evacuate to 2.5 mm.of mercury and hold vacuum for a minimum of 8 hours- This tubing consists of interior aluminum tubing sandwiched with polyethylene. 1.Contractor shall be responsible for. Specifications,or vice versa,or any incidental appliance,or materials or service which may j be necessary to make the work complete and perfect in all respects and ready for operations,even if b. Break vacuum with dry nitrogen and re-evacuate to 2.5 mm.Break vacuum with R-410A and 3. Radiant floor warming zoning shall be: not particularly specified shall be furnished,delivered and installed by the Contractor without any charge system in accordance with manufacturer's recommendations- O co a.Complying with all State and Local Codes including the 2012 Model Energy Codes additional expense to the Owners,the Garage N b.Obtaining necessary permits,paying all taxes and fees- Same as though specifically shown on the dravdngs,or mentioned in the Specification. MECHANICAL HVAC INSULATION Lev.&Shop F C:)c.Complying with all State,Local and Federal Ordinances- A GENERAL REQUIREMENTS Stairwell d.Performing all tests and submitting test results and MECHANICAL HVAC PIPING MATERIALS AND INSTALLATION certificates to proper Authority and Architects. A.GENERAL 1. Piping and equipment,specified under this Section and/or indicated on the drawings,that transmits and G.RADIANT FLOOR WARMING FOR UPPER LEVEL receives heat,will form condensation,or is subject to freezing,shall be insulated unless it is specifically F-" Z E.DRAWINGS 1. The Drawings,the Conditions of Agreement,the Bidding Requirements and the General Requirements stated otherwise. 1. Radiant floor warming for the upper level shall be placed in Warmboard type"S"panels.The IL:E are hereby made a part of this Section. Warmboard panels will be the sub floor and will be supplied by this contractor delivered to site,and O Q Z 1. Drawings are diagrammatic and indicate the general arrangement of systems and work required. Do 2. AJI insulation,adhesive and accessories must be non-flammable end U.L.listed with a flame spread of installed by others.Provide all tubing,including manifolds,balancing valves and motorized zone valves. not scale the drawings.Consult the Architectural Drawings and details and the drawings of other trades, B.HOT WATER SYSTEM PIPING INSTALLATION 25 or less and a smoke factor not to exceed 50. Accessories such as adliesives,mystics,cements, U CS 0 for exact location of equipment. facing,tapes and fitting cover:shall have the same component ratings as listed above. Products or their 2. All radiant tubing shall consist of%'HEPEX multi-layer composite tubing consisting of PEX-AL-PEX. U) 1. Pitch all piping up in direction of flow a minimum on one(1)inch in forty(40)feet Vent ell high points shipping cartons shall bear a label indicating that the flame and smoke ratings do not exceed the above This tubing consists of interior aluminum tubing sandwiched with polyethylene.Warmbcard floor panels W Of 2. If instructed by the Architect,make minor modifications in the layout as needed to prevent conflict with and all dro lots. Provide valves for drainage at all low cots.Reduction in i e size shall be made re uirements. An treatment ofackets or fakir to ion art flame and smoke sofa shall be permanent are designed for tubing installed in 12"centers. work of other trades or for proper execution of the work. p g P pipe q y I P safety p Z with eccentric reducers with top side flat No bushings permitted. The use of water soluble treatments is prohibited. 3. Contact Warnboarl at 877-338-5493 to sup ply them these drawings for a Warmboard layout and 3.Bring conflicts and discrepancies to the attention of the architect before proceeding with fabrication or 2. Each piping take-of from tops of mains or branches shell be from a tee set at 45 degrees. B.HOT WATER HEATING PIPING installation instructions. installation. F.CHASES,CUTTING AND PATCHING 3.Use no piping smaller than 3/4"unless noted otherwise. 1.One inch thick sectional Armoflex insulation. 4. Radiant floor warming zoning shall be: r B nti 4. Use dielectric couplings or isolating flanges at all connections between piping of dissimilar metals. 2.Installation,in accordance with manufacturers'recommendations. Family Room B 1. Coonate all chased,furring,cutting and patching with Architect in advance of work. Hall&Bathroom G.AS-BUILT DRAWINGS C.HOT WATER SYSTEM PIPING C COOLING COIL CONDENSATE DRAINS Bedroom#1&Bedroom k2 1. Provide as-built drawings showing all work performed and any changes from Contract Documents. As- 1. Piping shall be Type L copper tubing with wrought copper fittings. Sweated joints shall be made up with 1.Same as Hot Water heating piping. A,GENERAL REQUIREMENTS built drawings will be a condition of substantial completion. 95-5 solder,using non-corrosive flux. Z D.DUCT LINING 1. The Drawings,the Conditions of Agreement the Bidding Requirements and the General Requirements o H.OPERATING INSTRUCTIONS 2. Pipe shall be hung using Superstrut"U"channel with vibration hangers. Where"Superstrut"cannot be are hereby made a part of this Section as fully as if repeated herein. a used then use adjustable band type for piping up to 1 112". Hangers for larger piping shell be Clevis 1. Material,flexible fiberglass duct linear,1"thick.Owens Coming"Aeroflex"or equal. e B.CONDENSING UNIT X type. W 1. Upon completion of all work and all tests,Contractor shall furnish the necessary skilled labor and 2.Installation,in accordance with manufacturers recommendations. w helpers for operating the system and equipment. During this period,instruct the Owner his a representative fully in the dpetatioii, adjustment and maintenance of all equiprrreui Mnlshatt 2. Perform a 24 hour hydrostatic test and 100 PSI before insulating or concealing any piping. 1. Unit is air cooled,UL fisted designed for outdoor installation.The condensing unit shall be 240 V,1 PH. or 3. All ductwntk,supply,ietwu and exhaust shall be lined uu uwlta wleaa lo5telled. 0 Instruction period shall equal one(1)eight(8)hour day. 4.See note under humidifiers regarding special instructions. 2.Unit shall be,Cartier Model 24ANBO having following capacities: Capacity Outdoor Suction Cartier 2. Operating instructions may not begin until the equipment has been made fully operational as determined Unit No. MBH Design Temp. Temp. Model fJo. by the Architect. ACC I 42.0 90 45 24ANB642 F E o a 3. Units shall be equipped with solid state low voltage starting device,crankcase heater and compressor kri s sound shield;All systems are to be equipped with filter drier and site-glas r. o_ 6 D Y d� PROJ NO: 16-101 SCALE: AS NOTED i DATE: V DESIGNED BY: 3 A A DRAWN BY: 2 CHECKED BY: SHEET TITLE: B HVAC DESIGN X GENERAL NOTES E a SHEET NO. 1 M-001 1 2 3 4 5 1 2 3 4 5 C.AIR HANDLING UNITS B.DUCTWORK 1. Vertical evaporator blower unit shall include a fan section multi speed and a direct expansion coil 1. Duck;casings and plenums shall be in accordance with ASHRAE Guide and Data Bode(Equipment - section with factory mounted expansion valve.All motors shall be 240 V,1 PH. Volume)and SMACNA Duct Construction standards for ASHRAE Pressure Class 1. °► �M�'I #tl Qt 9w.�i � �;g, 2.Unit shall be manufactured by Carrier as follows: 2. Provteviaderen crossovers,transitions,offsets and changes m dud shapes as required m order to avoid rs tr "ns offs ' D.HUMIDIFIER .. 3.All curves ore bows shall be of as long a turn as conditions permit. Elbows shall have a mean radius of 1.Humidifier for AHU1 shall be a Nortec Model RH•2 with an ASD-18 distribution tube. Unit is rated at one and one-half times the width unless noted otherwise. Full areas of ducts shall be maintained at all D t 240/l/60. transitions. D a�Yl>ayAQtc t4ss�'ushr.yea _ .. "_ 2.Install the necessary water feed and condensate piping. All piping shall be insulated with 1Q"wall C.FLEXIBLE COLLARS «,r ye' yrny£w[amEry ... Arrroflex. iF hioW 6)ti41'N640» 1. A flexible collar shall be installed in the inlet and outlet connection of each fan and unit connected to �RF U q a r' s .: d r sae esx 3. Furnish a Johnson Model W43A•14C humidisfat and a Better Coleman Model HC-201 duct mount high ductwork. These cellars shall be six inches long. Coffers shall be securely fastened and ductwork s r sensor system.limit sor for each made airtight Flexible materials shall be coated nylon fabric equal to Ourodyne. N•ME1 iy «a H n s ru[3t atsszt 1,N �9i mil. 4.Insulate all steam piping with 1"thick fiberglass. D.FLEXIBLE DUCTWORK �y s x e k 5.Follow manufacturers'ecommendations for duct insulation. 1. Flexible ductwork to be a maximum of fourteen feet in length as shown on drawings. Flexible ductwork to be installed straight and in accessible attics only. •ORKIq . " F.ELECTRONIC AIR CLEANER LK y foil I ... 1. Unit shill be Honeywell model F300E size 20 X 25 for air handler and shell be Tatum mounted. This 2 material will b permitted. 2 1f2 fiberglass insulation watt a g No duct connector or sleeve Flexible ductwork to have a lac backing. unit is rated at 23011160. E.CABLE OPERATING DAMPERS OF G.HEATPUMP UNITS 1. Cable operated dampers shell be model 5020CC2 interior operated dampers by Young Regulator tx.~'kw .'x«�IE"k2.f_= Company. Dampers shall be 1. Units shall be air cooled,UL listed designed for outdoor instillation. All equipment is rated at 208- controlled by a model 270-275 remote cable control which is to be located inside the register boot so f 240f1160 unless otherwise noted. that access 1 l a ;rrc =r ..... to 2.Units shall be Mitsubishi having following capacities: h de model a tad dampers error g d for all all cable hand d volt be IV.,;a soli Cable opera by vrequirre supply du dampers a for is rill sin a 0-12 wrench C Capacity Outdoor Suction Mitsubishi accessible. Unit No. MBH Desion Tartar. Temp. Model No. F.DUCT SEALING z .<>6fb .£CY.%: HrPa 12.0 90 45 MUZ-GE12NA C -- - WP-2 12.0 90 45 MUZ-GE12NA 1.Provide mastic type duct sealer at all duct fittings,slip,drives and caps as required by code.This includes C .zavv tt .-:cis t ....,,.z .:.'. ._," all exposed existing ductwork. C) �f•�' if> Y J .d.r p5ff N.. : C'.. 3. Units shall be equipped with solid slate low voltage starting device;crankcase heater and compressor ss..;,i>g y .,s..< .s, tr s tr p J,z"" s G.GRILLES,REGISTERS AND CEILING DIFFUSERS sound shield. All systems are to be equipped with filter drier and site-glass. Provide heatpump elevation v' ss s stands for each unit. 1. All grifles,registers and ceiling diffusers in connection with the HVAC work shall be furnished by this zs•_, r t ) i::a c s^ .,v x as s x.e ,sx= yw s� r r✓y'd s ..,;,cos s I• Contractor. H.WALL MOUNTED EVAPORATORS 00 2. Submit samples of all grilles,registers,diffusers and finished for approval ff required. z co " mounted stun valve and fitter rack AIf motors shall be 240 PH unless 1. Wall mounted evaporators shall include a fan with direct drive motor multi speed,a direct expansion coil 0 N _ su'efion writh factory m expansion V, 1 F-' o 3. Sizes and capacities are shown on the drav6ngs. Outlets have been selected to provide a noise level otherwise specified. less than NC 25 without objectionable drab. 0 Q ... 2.Units shall be manufactured y Mitsubishi as follows. 4 All d shall be of the eel bled ob ec i b M' dampers a opposed a type. a Z J so t Erl :rfsn: : : ya•it, at ��it'`t Coding Mitsubishi Cl) 0- g Unit No. Roan Cap.Btuh Model No. Q r7j EVAP I Garage 12,000 MSZGEI2NA-1 5. Ceiling diffusers shall have opposed blade dampers, distribution grids and baffles where shown. U N Z EVAP 2 Shop 12,000 MSZGEI2NA-1 Direction of blow as shown on drawings. C-) o O F Cl) ..... - - I.EXHAUST FANS 6. Approved manufacturers:As specified Of W Q 1. Shall be as manufactured by Greenback Ventilate Co. 7. Air outlet factory finish shill be matte finished baked enamel on both face and visible interior parts. Z Cola to be selected by Architect 2. All bathroom and laundry fans shill be Greenback Model CSP-B110 in-line located in mechanical 8.Sidewall and supply registers•Model LBG-724-PSF vddamper by Air Horizons,Laconia,NH. These spaces and hung from vibration isolators.Al fans shall have veriable speed controllers. grilles are"flange-less"and must be installed prior to sheetrock. 3. Install an 8"x a'grille connected to a 6°round duct venting through soffit vends. 9.Sidewall and ceiling return grilles-Model LBG-724-PSF without damper by Air Horizons,Laconia,NH. B J.ENERGY RECOVERY VENTILATOR These grilles are'flangeaese and must be installed prior to sheetrock. B 10.Al floor registers in wood floors shall be Griltwaks flush model to match species of the wood floors. 1.Furnish energy recovery ventilator as shown on the mechanical drawings.Energy recovery ventilator shall Provide a Lima 940 floor register under each supply wood grille as required by rode. be a Honeywell model VNT5150E connected to systems AIH-1. Unit is rated at 110/1160. MECHANICAL AUTOMATIC TEMPERATURE CONTROLS z 0 MECHANICAL SHEETMETAL WORK A.GENERAL REQUIREMENTS A GENERAL REQUIREMENTS 1. The Drawings,the Conditions of Agreement,the Bidding Requirements and the General Requirements w o are hereby made a part of this Section as fully as if repeated herein. a 1. The Drawings,the Conditions of Agreement,the Bidding Requirements and the General Requirements R are hereby made a part of this Section as fully as if repeated herein. 2.Furnish an automatic control system,using elecbidelectronic operation. The control system shall be w complete with all necessary control devices,thermostats,valves,motors, 2. Submit for checking and approval,shop drawings for all sheetmetal work. These drawings shall be relays,switches,dampers and panels to provide the functions described regardless of whether or not drawn to at least 114"-V0 scale.These shop drawngs shall receive the specifically mentioned. approved of the Engineer before any fabrication of ductwork is commenced. 3. No pipe,conduit,a hangers for ceiling rn piping m g 3.Provide a Honeywell dual zone control system for system AtH W. o p p ng g pip g may pass through duck. a 1. Provide five(5)Honeywell Vision-Pro 8000 thermostats, one for each radiant zone. The same z o 4.Ducts shall not be hung from or supported by ceifng hangers. thermostat shall be utilized for the upper level cooling zones. g c y Y 5.For lined ductwork,sizes shown are clear inside dimensions. 2. Provide a remote wall mounted thermostat for the two ductless split systems for the lower level hea um zones Thermostetshallbeb Mdsubrshl .............. .... .......................""..................................................... PROD NO: 16-101 B.GUARANTEE AND INSTRUCTION DATES: AS NOTED V DESIGNED BY: G A 1. After completion of the control system installation,regulate and adjust all thermostats;control valves, A DRAWN BY: damper motors,etc.•and place them in complete operating condition subject to the approved of the CHECKED Engineer.Provide one full day of instruction for operating personnel. SHEET TITLE: 2.The control system herein specified shall be free from defects in workmanship and material under normal HVAC DESIGN 8 use end service.Any equipment found to be defective in workmanship ormaterial is to be adjusted,repaired or replaced free of charge. Guarantee becomes effective from the date of GENERAL NOTES u acceptance by the owner. f SHEET NO. M-002 1 2 3 4 5 MEMO21 o - In nowat o,efficiency.quality Our Carnera Infmltya Series art conditioners offer intelligent electronics and multi- Carrier delivers cooling systems in a range of shapes and sizes.Check out this side by side comparison to see how " $r%//f i f speed capabilities that take indoor comfort and energy ..;/� gy saving parfunnanca to now levels.ihrcughcut our Infinity our highly efficient mfinity4 Series air cond t oners measure up against our Performance'-and ComfortTM models. ;: f y , :'; !; �; /%,.; line.we never lase sight of the Carrier quality.environmental stewardship and resting durability that have endured for more than a century.And,when you complete your comfort system with a Carrier Fumace or fan coil and Infinity-Series :`•3sh:r:.::,.E:ci"fist;GS �q:�} } ..y thermostat.yeti ll envoy year rountl comfort backed by the indoor—retort experts. 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F€>l. ..:. ....:.:.:: •>n ./:. ,fr.�f try:..::%:fir/..a f:/fffc:,ic:.i:,...%'s::Gf.%fir f �9 A galvar zed e.eel cabinet,louvered coo guard and bekutlon•m•,der dint provide A r r Il s� W /,,. /....r;,r �r,.• ,,,., 1 �:...�: ,:, :; .,,..:.:;, .;.,...,,., ,„ ;��, :/�, super protection against dings,dents and weathervbasetl threats.For boron comort .,,, + .i n ir.•.f ...ai.,r. '' l F /�;:t s"aa•' in a coastal envirenmenf,ask about Intinit models with WeatherShi¢INTM Y' Froteciionf IU ,y 4r exlratou h longer testing corrosion resistance to withstand the harsh sea coast air. R g g g •Ff�R f .:: r.:.,: , .... ,i .. ,... : f.. ..: ".:::.: .Alf ::} • :. :.:r., ;.. /�, /f -..... -.. .--.---.- ......._ .......... ............. ._-.-..-._ u:nir:£:s''f7a <.rfni •r", :r ,...... ........... i .. ..... :.:.:.. ...:...:. --<. .%/::r .:.::,,,.:.::: .... ... ..,. .. ,...:.>:.. �. .) ...r.;,,;,;, -.,::... ,..... Your'infinity-two stage or multi stage air conditioner can be the key to enhanced comfort %Y<r�a,'.':!` .�:• and efflnenc ihrou h recision humidity mans ement.Include an Infinity Touch Control, Y B P g Y Camel humidifier and an Infinity multi�spead indoor unit And let Ideal Humidi[ 5 iemTM -.;.::.r .. ,4s1,, Y Y Ys �� •<. ». / rffii ::.. -.. .., .....-._ .:. :.'. .,//ff'.. :<'n �/;..:.: tenhnoingy,deliver ideal comfort.an year long. o. .................................................................................................................................................................. If you .old look under the local aFeCarrier nfititys Series air condition.,.you'd see what drives the •11!'�� r :s �!!�f ,;: f. parfor mane:a serious commitment to quality.Our :::.:. �,��///r %ff//��� % r Carrier was the first to offer systems with Furnn'refrig.rant,which does not contribute f r /%. � / ,�� ,+:./ mlcrotube coil technalo saves Space and rovides ,'/srs s Sf+./'A 5�<'cS '%%>AB;rk>` 8� a to ne depletion. BY P P / czoOur centuryplus commitment to delivering energysaving comfort ,f : H:' /� �/�� with O r Y holing comfort Wlih ae corn Si—naslstanl Construrben. C / ccrt nues t u nisi itence upon earning ENERGY STAR°Uesign.uon on must M cur In addition,some module include innovative extras like l ~ Infin tya Series air conditioners. }'' in Carter"inimit°Series air conditioners represent -....,-,.,-_,_...,-..,--- .,.,,_-_-__.-___-_._..._.--.___----_-.._.-.__-_...................._,,,,..., � �U, the inverter control and a varahle-s ed coin asset. y years of deign.development and testing with one .-.-----__.-_...-,---, -....-_, - pe pr Superior comfort,up to 21.0 SEER rating r,� ~ goal in mind maximizing your famJy's comfort.Along the way,we have rake-the lead n creating ,.:.;,'+A .i:GIs) Q4Ft % The inverter manages home comfort based on f s nrw technolog es that del ver rho-apeman quenly and energy efficiency you tlrmand while staying •- F' Carrel^Inhnrhf air conditioners cool your home quietly.All models include our Silencer �rn:r r conditions such as indoor temperature,outdoor ahead of industry tmnd,antl global initiatives. R'//�.�g System lITM components that reduce airflow and vibration to achieve sound levels a,law femperature,humidity levels,thermostat settings and U r. •...�,�,sr as 56 d8A' M. Combined wi h'variable h t o speed compressor,the P C Breakthroughs like variable-s eed technology,superior hmniUi centrrol smaller p:,,_... capacit tracks vends and makes onp intelligent speed and .: ^"F�'� lr. ..•rcr:fi g P eY. V tycabinet saes and ............... .................................................. ...........-.._.-..-............ capacity adjustments based on past perPormancn.As units designed specrf-ally for the agars of coastal area installations,mean there's a model tailored "`m„ j;;•s;?,r.�jrrr';.t'y a result,this system can deliver the highest possible to your needs.Whether you expect maximum energy savings maximum comfort,minimal sound or %. To the original owner.Carriers Inf nar Series air conditioners are covered by a 10 year comfort at tltO lowest possible energy use. s•, dr / ad of lho above,Coiner er Infinity Scr%es a r c-ditianers have you covered. f parts limited warranty upon timely registration.The linuted wan enty period Is five years if 0, not registered within 90 days of,installation.Jimstlicticns where warranty,benefits cannot Iniff.4ir 19VSAw Conditioner Shawa - :''':,':F,£: be conditioned on registration rill receive the registered limited warrant gi g y period,See warranty enrtehenta at carrier.-pm for cpmVrete details and rester-!ions. y 't camlar.com for model eamparisane end product apecificatians. lent 00 4,eirv:ng '.r. ..................................................................................................................................................................• ExPlofo lhe:vll line of C Visit n,iron=air cat<Iilrpnel5 amd other system�omPc-cots to find t�t0 ideal lit for y«ir home. d• 'tOa°i>onlr 241 NB7,24ANFr' C,24ANB6 O N 24'YUAa,24ewa1,244'B>.2Sali Bl°^C.2eAri66 _ E-° o U Qa wU) Z z a� g O Nz p', r s r0Y1� B U O O to your Carr ere dealer will recommend a system that is best d' suited to meet your home comfort needs and kcal 4 ._ weather environment / OUR MOST EFFICIENT /f/1/f z / Infin t Series air V3fi sYr j t<yfaq s»xs � ..kil 1. infinity- Cond'fon vide of h: I Y'y er provides r,able.h g eihc ncy cooling for long lasting conitert and energy savings. conditioners offer true % ris.jfi>ky¢ 2. Infinity'Gas Furnace provides reliable,high efficiency f: % potential for annual heating for long lasting comfort and energy savings. s y ja ',Y savings while providing f/ . 3. I tinily°Touch Control allows precis¢fem extra comfortable cooling. and 8 j hum din control along with programmable features t Nha compared to a !!! Standardef•-dent air :ii.✓ s3 J n "F'} ryl>fE further customize your comfort. / Y ✓ .':€ :.<> ,� j f :/F`_,y xa i cond borer,the Infinity 21 4. Zoning sets different temperatures for up to eight different can save up to$128 a Aa .,r ^• areas o'your home for truly rustnmrzed comfort and enhanced utllitY savings. Year In root rig.• 5. Infinily'Air Puriflor improves it quality by capturing and ea,i cap inne. £ ` f ............r� killing airborne bacteria and viruses and other irritating ssY 10d•i m` ' " ' l�••"r r / X ,: air borne pollutants in your home. "' coal na^ •<n:ne "ram^'•`- ..sr.:.r .:..::..�.; .:.... 6. Humidifier rep:enishes moisture to dry air. •• r ...:: .............. .:.:: z 7. UV Lamp Inh bats the growth of contaminants an the r¢, O l <is}:;evaporator car.leaving B Your home with cleaner.fresher ...ff:£!:, ................................................................................................................................................................... b' indoor in, ,r r 0: S. VeMFlator combines fresh outdoor air with conditioned -door air for improved air quality--great for today s tightly conslnicted horn.. : a, F,vapnmtnr Coll s mrlrheA with the omner f utdoor unit 39vtS - OUR QUIETEST O to'provide tap cooling efficiency and years of rnl able serv;re. .>+ r is€ '� :All Infinity-Series air conditioners LL include our exclusive Stoner (R y System II feature to quietlycool n k4 r ff your home Our quietest medal uses an overt r controlled variable speed f o In 1902 a determined engineer answered one of manki td's : a s /ffj$ : co p to tinotune permrmnnce w most nagging questions'Now do we make hot,sticky, 8 conditiurrs change,mwiting in Indoor air go away?In creating the worlo's first modern air ewiai f s 'r� sat nd levels as low as 56 dec bels."- ry if conditioning system,Willis Carrier forever changed indoor file, ry 0 li sS,x ::.TI1ars quieter than a conversation. z mo d and,more than a century later.the corporation that hears his O .:nine takes nspirat'on from his exomple o, s a Y r, Carrier continues to Improve on our founder's breakthroughs, t . -,.i ..w. -a s.rw:,.n..<, n u ,.. a.,a, .,. Of � in[rodiicing new technologies that make life at home even cooler,Today,our nationwide network of experts continues to ................................................................................................................................................................... PROJ NO: 16-101 advance Willis Carrier's lifework.Your expert Ca nw*dealer SCALE: NOTED a is equipped to evaluate your home and creatn a customized R system designed around your lifestyle. ,,.. ;^ DATE: Gg OUR MAGIC TOUCH DESIGNED BY: 9 The Infinity-Touch Control is the.isenfriendiy key to unlocking your systei s 5, A DRAWN BY: potential.As part of a complete Infinity system,this smart touch screen ties CHECKED BY: a . it al:togelhar.With the Wi FL op[on,you can easily manage temperatures / turn tot 1e expo t/ humidity.and ventilation in up to eight zones tmm nearly Anywhere using an i SHEET TITLE: Intern¢?conneMed smeftphonn,tablet or computer-or let the Infinity Touch dditallfar date mpnapro, "F f HVAC DESIGN y Y g your ordwances and the conditions uutsd.. :%: "/�: .,. .if/'''Si' Itil'Ik fF'1Y...z:., coos fiifF:;;f//i '%>: '. .. .. 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Cr�3e t,Artyc n Leas ibcvi rn La i s Pzd an �S(EFE C) p,qf taatASAE Stamped Heat Exchanger ,q na ksate�rmted�zt�cae '9 • 95%AFUE r>, :.f{rs.,3% /f/ :`::o nsup toll inter' d3s er:ut.t zva tcrosEi 31h3 rccngrt se•rn,ed bald We ts.imtr lane•us llti 1,st • Turndown ratios up to 5.5:1 / f `s S pa e r ab a!au fu t Gaya a pAo i Aa oti Aad v atic DytY C�)rsv N 7— • Law Pressure Drop with Proven Performance r.^: `; ?Y fs � t!$lt8t� v5t8�Castrdr�5t 27 • 2"to 4"Venting ^;i:i:k's':;?'s>:>n> fi%apts)j3"E••"e3ti:gi�t1 wt n,d2'k:yktrt oUtQ'.x aaar rvay SO Ti:/N g .':: S n tE nexus n7tcEiiitemter?t)i P e dnpct enFNa mtutsnnarr rotr n.ir I.. `�R�AL s Multiple Venting Termination Options p d u"t ^ e" crsanet0i tzw':e%ai tz WOXx i• er.;'i�.alzo carrel _rrz ar,,�e Etedir x. uu.n. ...t�.`...p........F.............iK.. .. s tow NOx•2012 SCA MD Certified 'H::: ::::;'i :`si: ' ' Q ..� y tu3�ita[e�brcet9a�'YCta'�esrRergst � /''f✓ ,fy: f'Fi"F' % rY se ptew ' ����q � .7 Models from 80 to 399 MBH f f�<::a::.f q t k c vrEgu i o td rrcu c or n t uts r r tts apni e�tr n. . 5Year limited Parts Warrant f •'^��' ' � '� irr'1t r.t)Svr tlu,ltr4 a r:is rr f�,a a''1 ) u?^r :Strtta4rett � �/OFP ><f'::..:':i'>"'::&i zrY>:': &93k�......a@ Ofl zexLv 3tDd�a4 Exa :, 10 Year Limited Heat Exchanger Warranty "»< .«, `'<?y:":<>.)'!: 1 a-x :.:[k+a nED sio44r t,npaa �:g ss"t nQ Pt1 ugg25±5n..s Jt tF t3 t.�.:l .s.R_,.r.rl.,:,e^znr reaAing;frn 5&10 Year Extended Warranty Options f f s£ S`s 2d na s Featuring ACVMax Control with: b�ext Qemeratian l one Tel to kteat odtanger j F:.:✓,?:<w <k<.:.�v.,,".s.„.;�.u/ / / *>tot'r3e<..,Wbi ea.x contrci z r / p '�'.N`stNtytpU,RiI ftrYCDa'!'C � O /.'f'../:%ff/%/% ' C Jeirnedty msntekaClJywicl:cash=r.::ats+,rei C * 60 Second Set-up Based on Previous TriMaxPlatform f j f/ : t)1FfAl'M'VrJgYtlSy.'pjt tti3xl Um!IP:Y LI a'15±eir ' Integrated Cascade function for u to 6 Boilers " 445:to n o Sir >afh'Utanl.:m for ror•os.nn rnsr.=.tanr' g p '�' >w£;J%:t]pyG.e U<.don,ztepznartlO:.eres5t5ccrraian n Optional Lon Works©and BACnet BMVJ Gateway fe�t Ls1 406tenance Design n Two Outdoor i2eset Curves/Set Voints a I;cte i t(d s:er rrr nos away o b s±:cn debris w Multiple Zone Control / it yc2rn 0'yo riab!e perforrname / 11�+ttp rforn a ncebilmerdesigil I� OD e Multiple Circulator Control � H vv p ea led a!!cws piping dlrert'y to the sy>te r. Q 5.1 lC1Yl,. tamreo �` O U Q Ix w co F z� z a� o aZ U C5 o e 6±orformntce Specifications €onnectianslDidn nsiaa+s�lbata Prestige Solo O�// ;t, '.. :. 'may. / a if3y� ,�s:?°ev`ot'' "ai r:9'F �u`� `f/,�f `��%��.f rt i B B r f� .a rrol Nxa a.Ibrn mM e as cw.nad:on:� •r�r",--••.' ��u . ',' i mtwrewa�e.re a,,.rate s; y.. caatalMbnuM Dvnrar polo ero, f/ —e..n 9aa aa:.,a,.a.n rb9.reo eraaawe x,,:a:mns . ....".•........ rnsq•m•tl analetl aK,w ga., u... :... I ': ,-F >n• I e An ... ...... .. cKMb 9bro9aakM antl_. t s••t : , is:nauhtbn torWuw '� Orra¢t ebxar a•:Ih v^ — :wrraseKeomalMxnaiza AuicK . G iwriG.a e�A,u.a,,u�.•a x ... a 5,—ADMtuaMA Co%$IAI tk9 it; tof try loe 13.9 Indi t69dat "eater Family F4'w .� AM In:O W O I5's &i s n$e8t 6RCe IF a r a a o iaeak eraasaeaa rl I S, / yA' / %H w lu Ali f / f Y.Y Ff'F .y aeS H f/1 N)t� fix. •esa l9 PoIYVro9Y'ene flab OnE CNMMaato non f, � / M JM, :an :SD ' ry �i £MMztea aor•oa on.Y�m ceraanaata /„ �: ? annri�0 d0;�00 220 :9Q Sa _ .....;...;...... O W CukK•a- . J10.:100_d:0 1Gl ! Op � rrV 33�Or �2D 450 '5L O '^'•\ / !: f� `f'�I n120i r pno 0 0 ACYMOK Ola9toy bfotlub % j C R d5 wAroC 63 - 0 .. C Y6766. o L00 .:15 :St 5" — Y M � f 'all smaller i 3 PROJ NO: 16-101 ows 25.50%sin e size than competitors o y # e fasttistyecoyety reooYery in 30%-40%less time than competitors s SCALE: AS NOTED e Stainless 5teei t orsiriic#ion DATE: V ` DESIGNED BY: a pestdential$m4tttanks have limited lifetime warranty x DRAWN BY A The Widest Range of Venting and Termination'Opttmne � Comloa[Tanits have l0 year limited warranty A : CHECKED art Tamil Venting Terminations a �`anti4'di.a^.,:e,a.r,.d e p en:iin Ron:n0del . iQ"S'`... Y SHEET TITLE: .Trz el nal PVCC VC/PPIc-S FiitnY clb:ws x5:1COmfOrtTamilY n . vials -F!us!:-mnuni PVC fortwln,tat?;-PVC i:PVC"i arl..Prh m enz mate r. - .a 1p PY� ixgerKi.mars .a rx;4 maa:an,oc�a:n.:,sax«:mr.•.r<n.M.,r.arynme.:x;«„„uKa HVAC DESIGN 8 .flexibleP�„ .!r= f:;r cF.in�.nav ctrass �fEu=h-mcunt Stainless SGei`er tw:n piper, ...........:�........................................................................................................................................... e.,Fmrr,,.Le cc r;nin'i e -SimlahoieCxcentricTertlrinalicmfurtwinaipe5 GAS BOILER g -Concenai-(3_.,cn.y)o aP tt rr r%-r roan:a TuF.e 1 w.eri.•.Ion u r;+ ut:a' 1C 16G ieel ..y.l<,rat..l:,ncan,ri_:e,In.neli0ll'399 af1h" g. brae l'rinnu ecane 5leckwuoU N:'ia012 t..9- ILa<an e s e.roeeaen;!al,t p rn C HEFTS .................. dni:im0n vent for muEtlpEe bci:ers(3...)onhi) Na-i>_rnr:iland vertical Ccmrnm Vertierm4�arinrs(399 only) ,- p ss6.2?a.aaal t asr.zza.asaa r o' SHEET NO. a, M-004 s 1 t 2 4 5 1 2 3 4 5 y 1 BOILER SYSTEM PUMP MANIFOLD SUPPLY AND RETUR®XPANSION TANK TRIANGLE-TUBE SOL0175 DIRECT VENT NONE 2" SIZE ACCORDINGLY PROPANE GAS FIRED HOT WATER BOILER D D TYPICAL SUPPLY AIR PLENUMS L EF2EDq BOILER ZONES AND EQUIPMENT SCHEDULE 1/�— �i� /i�� ��yH flgFRR�',y ZONE AIR HANDLING UNIT AIR CONDITIONING CONDENSER AIR FILTER TYPE HUMIDIFIER WATER HEATER I I 1 AHU-1; CARRIER F84CNF042 AC-1; CARRIER 24AN8642 EAC-1; HONEYWELL F300E H-1; NORTEC MODEL RH } o .�. � r/ 3 r1 R= TRUNK / L=} TRUNK O 2 EVAP-1; MITSUBISHI MSZGE-12NA HP-1; MITSUBISHI MUZ-GE12NA SELF CONTAINED NONE HEIGHT MIN. 0 HEIGHT MIN. cr USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED 3 EVAP-2; MITSUBISHI MSZGE-12NA HP-2; MITSUBISHI MUZ-GE12NA SELF CONTAINED NONE OF PHASE III MODEL SMART-60 TYPICAL DUCT ELBOWS R=} CHEEK R=} CHEEK O C WIDTH MIN. WIDTH MIN. C EXHAUST FANS USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED AREA SERVED EXHAUST FANS TYPICAL BRANCH DUCT CONNECTION EF-1 IN-LINE EXHAUST FAN - REMOTE GREENHECK CSP-B110 Z CO O 0 EF-2 CEILING MOUNTED EXHAUST FAN GREENHECK SP-8110 04 F C -----71 ----�I U Q Q III R=} BRANCH (_j R=} BRANCH WIDTH MIN. I`- II -y WIDTH MIN. —Vf LU H z� ,A /� `tJ_I� Z a 2 r z O ¢ U c,o USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED co Of SYMBOLS AND ABBREVIATIONS TYPICAL DUCT OFFSET ROUND BRANCH CONNECTION (SIDE) 'Lj RECT. DUCT UP li":� [�.-'J DOMESTIC WATER SUPPLY DWS CEILING DIFFUSER CD 8 ROUND BRANCH CONNECTION (TOP OR BOTTOM) [x) RECT. DUCT DN. ='I re- CHILLED WATER SUPPLY CWS CEILING REGISTER CR _ R=} CHEEK WIDTH // / _} CHEEK WIDTH VERTICAL OVAL PIPE �� TRUNK ELBOW CHILLED WATER RETURN CWR CEILING GRILLE CG MIN. r �� MIN. LENGTH-OFFSET X2 MIN I �( Z h---"-" VERTICAL ROUND PIPE TRUNK DUCT } REFRIGERANT LIQUID PIPE RS FLOOR REGISTER FR USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED [-7 TRUNK DUCT TRANSITION --jam REGISTER TRANSITION (?"--=^r0 4:! HORIZONTAL + REFRIGERANT VAPOR PIPE - RV FLOOR GRILLE FG w w -"^ i T h----•--- a 0 n?: TRUNK DUCT TRANSITION ---T--T---- 0 $ UILLING tlux :Yr� VERTICAL f I EXHAUST AIR DISCHARGE EAD TOP REG13TER (HIGH WALL) TR 7 TRUNK DUCT OFFSET FLOOR OR CEILING REGISTER -- •- HORIZONTAL ?_� i'.� FRESH AIR INTAKE FAI BOTTOM REGISTER (LOW WALL) BR I TRUNK DUCT OFFSET 8 FLOOR OR CEILING RETURN GRILLE VERTICAL (ARROW INDICATES UP) RADIANT HEAT STATION RHS TOP GRILLE (HIGH WALL) TG Z ry p E O ✓i CEILING DIFFUSER ;gpq�. THERMOSTAT CD FIRE DAMPER FO BOTTOM GRILLE (LOW WALL) BG D SIDEWALL SUPPLY REGISTER CLASS 1FLEXIBLE DUCT _ -------- _ __ VOLUME DAMPER VD HOT WATER SUPPLY HWS PROD NO: 16-101 SCALE: AS NOTED Y DATE: SIDEWALL RETURN GRILLE MOTORIZED ZONE DAMPER 1_=_ID SPUTTER DAMPER SD HOT WATER RETURN HWR DESIGNED BY: A A DRAWN BY: CHECKED BY: SHEET TITLE: B HVAC DESIGN SPECIFICATIONS � U o SHEET NO. r. o M-101 u 2 3 4 5 i 2 3 4 5 6" ROUND ` EXTERIOR A/C-I WALL CAP H/P-1 H/P-2 (INTAKE) EVAP-1 F.. D D i G J AGE SHOP �Er4 , 1o"xt RADIANT cu ,Z,NN.MERyG�i ZONE �It MIT T-STAT 10•X6• 10•%1 6•m pp 7"0 7"0 j �{ 7"m .................................. 7 m ...................,............ �' " 10 x10 14 1 CT 1z"xto" 1o"xa• ORW 10"xa• rm 1z•x1o" 7"m a•xa" f . F- 10•X6" 2O"X7 ; 7 9 1 !d �! 6m 6.m 7"m L-X5-11/2- -NOF I RADIANT 7.0 ZONE #2 H ff'icMITSU T TAT --I I u J I O'x1 � Mech Rm c B-t 6 10 c RADIANT 12•x4" ZONE ®3 FLOOR UP REGISTER (TYPICAL) 00 O �n 6" ROUND 1 ¢Q LOWER LEVEL PLAN EXTERIOR U 1 SCALE: 1/4"=V-0" (EXHAus) LLJ w Z J_ FLOOR Z d REGISTER Q " (TYPICAL) O NO O W � z g 30"X6" FLOOR ......... ........o B RETURN GRILLE ' .......:......: 6m F 1 -2 D 00 '3 EXHAUST UP 6 a THRU ROOFJACK v 0 DUCT DOWN RETURN a o DUCT DOWN 0 g FAMILY RM. BR-1w D 12"X10" WALL r� Si RADIANT RETURN NT GRILLE oW RADVW &DST/ Z o O s ONLY O r 30"X6" FLOOR 12"X10"WALL In RETURN GRILLE 12"X6" HIGH WALL .- {'� RETURN GRILLE SUPPLY REGISTER ¢ 12"%5-1/2" RETURN PROJ DUCT DOWN SCALENO:: AS NOTED i6-101 3334 12"X3-1/2•SUPPLY o DUCT DOWN BR-2 DATE: ® _ ON DESIGNED BY: A DRAWN BY: A CHECKED BY: I' SHEET TITLE: VA H C DESIGN " x LOWER& UPPER � E 12•xa" FLOOR PLANS FLOOR MAIN LEVEL PLAN REGISTER (TYPICAL) o SHEET NO. SCALE: 1/4"=1'-0" M-102 M, s 2 3 4 5 1 2 3 4 5 D D :i GARAGE \/ SHOP ato VEFj`pq�27 y��TH k pORWAIL Lav F /R- >� MITSU T-STAT Z ech Rm °C B_1 1 1 1 1 1 1 81 I I I I I Ito Q I I I I I I I RADIANT T T ZONE Q3 1 UP I I 00 t I I S I I O cli LOWER LEVEL PLAN U a 1 SCALE: 1/4"=V-0" w co U) Z J z a� E: o N z () 00 r - - -- - -- -::� I I W a 6 ------,-- B I 1N o :.' N Ns t FAMILY RM a i���j m / �N ::ice o W ..RADIANT:::. O a ' � RADIAN Z ONLY/ O ^, V. Ln 4 :;: PROJ NO: 16-101 SCALE: AS NOTED a — BR-2 DATE: ON DESIGNED BY: 9 A _ DRAWN BY: A CHECKED BY: I"' I SHEET TITLE: I HVAC DESIGN I»'. o g -- --- LOWER& UPPER LEVEL MAIN LEVEL PLAN RADIANT ZONES ° L SCALE: 1/4"=1 —011SHEET NO. M-103 u 2 3 4 5 2 3 4 5 ------ 429FF 429FF 42"AFF 18 42AFF 42-AFF 189JFF D D GARAGE 1 1 1 I I SHOP FLOOR DO I qP 71 IF o— ............. ............... L -J "A F So Lav -9 cr FLOOR FLOOR ........... I qP OF W. m 18fF Efp 0 c 42 F 421F.4 1 VFF 4 VF z c --- ------EL--------------- ELECTRICAL SCHEDULE — --- -------- ------- ------- Lip! SYMBOL DESCRIPTION MANUFACTURER STYLE MODEL #I FINISH DUPLEX OUTLET LUTRON WHITE DUPLEX OUTLET W/SPECIAL MOUNTING 00 LUTRON WHITE T HEIGHT 0 (0 Iop— 8 GROUND FAULT INTERRUPTER LUTRON WHITE L Vf E �Vi LIGHTING & POWER OVAID OUTLET LUTRON WHITE 0 �D 1/4-i'-P 8 LUTRCN WHITE Lu U) WATERPROOF EXTERIOR OUTLET -j Z SWITCHED OUTLET LUTRON WHITE U) 11 TELEPHONE OUTLET LUTRON WHITE < 0 z 8- 8 1111 DATA/CABLE OUTLET LUTRON WHITE 0 ELEMENT-RECESSED 3"-LOW PROFILE ADJUSTABLE - RECESSED FIXTURE I TECH LIGHTING WHITE M L SQUARE TRIM-FLANGED FLAT < 0 RECESSED FIXTURE 2 TECH UGHTING ELEMENT-RECESSED 4'-LOW PROFILE ADJUSTABLE WHITE SOUARE TRIM-FLANGED FLAT z L M N -RECESSED 9-0 0 RECESSED FIXTURE.3 TE04 LIGHTING WHITE D 4*-LOW PROFILE ADJUSTABLE 0\ ROUND TRIM-FLANGED FLAT 10, 1'OVERHANG 0 DECORATIVE PENDANT LIGHT(POOL TABLE) TECH UGHTING ELEMENT-RECESSED 4'-LOW PROFILE ADJUSTABLE WHITE L--//--i rg--o-1 k' SQUARE TRIM-FLANGED FLAT- WET LOCATION ELEMENT-RECESSED 3*-LOW PROFILE ADJUSTABLE ILOOR 187AFF 0 RECESSED FIXTURE-EXT.WATERPROOF TECH LIGHTING SQUARE TRIM-FLANGED FLAT-NET LOCATION WHITE r8--70 0< -0 SWITCH TECH —on B"XIB*SOFFTT,TYP. ---701 1: SURFACE MOUNTED FIXTURE, LIGHTING BOA ARCHETECTURAL LINEAR LED WHITE B 990mm sm C== ACTIVATED BY DOOR OPERATION 18"AFF VANITY LIGHT SURFACE MOUNT TECH LIGHTING UNILUME-LED MICRO CHANNEL SLOT FIXTURE RAS LIGHTING BOA ARCHETECTURAL LINEAR LED B'X8*SOFFIT,TYP. FLOOR 0( qp ------- A4: Q COVE LIGHTING RA13 UGHTING BOA ARCHETECTURAL UNEAR LED O EST z 0 FAN PANASONIC FV SERIES LOW PROFLE EXHAUSTAN WHITE FV-IIFV2 BR-I SWITCH,I WAY,2 WAY,ETC. LUTRON MAESTRO-CL DIMMER SWITCH LUTRON MAESTRO-CL DIMMER SWITCH w 0 ON ------- --,_1 WRING(TYP.) ROMEX - / FAMILY ROOM /0 ------- 6 '6 DOORBELL HALL 18 FF 18"AFF DOORBELL CHIME ELECTRICAL PANEL FLOOR 18-AFF 18-AFF S DIKE DETECTOR-PROVIDE AC/DC NEST SKYLIG�Ty HARDWIRED TYPE(I PER BEDROOM.I PER BEDROOM HALL.I PER FOYER z NEST >• ABOVE B"XB'SOFFIT,TYP < COMBINATIO CARBON DIOXIDE DETECTOR Of - ---------- HARDWIRED DETECTOR- PROVDE ACT x HARDWIRED TYPE I PER FLOOR.AND/AT �o ---- EgI I I I ALL LEVELS OF DWELLING. PR J NO: 16- 7 "I I S 1 8"AFr BR-2 I SCALE: A NOTED b qp DATE: y NOTES. DESIGNED BY: A A DRAWN BY: -0� _0 .6.6.6 l.AU.WORKTOBED E IN COMIPLIANCE WIN LOCAL CODES NE NATIONAL ELECTRIC CODE.LATEST EDITIONS. NE RECTRKALCONTRACTORSHAU BE RESPONSIBLE FOR ALL REOURED PERMITS AND INSPECTIONS. '6 - ,�FURNISHAND INSTALL ALL BRANCH CIRCUIT WRING,CONDUIT.BOXES,SWMHES,RECEPTACLES.LIGHTING.ETC.AS SHOWN ON DRAWINGS,P CHECKED BY: A. ROV E SMOKE DETECTOR$MDCO2 DETECTORSAS PER CODE. I.OVER RANG [Tff S.C SHEET TITLE: CORDINATE WIN HVAC CONTRACTOR FOR WRNG OF EOUIPMENTAME)CONTROLS. 18 S.LOCATIONS ARE DIAGRXMITIC AND ARE TO BE REVIEWED BY THE ARCHITECT OR GENERAL CONTRACTOR PROR TO I`—INSTALLATION. ELECTRICAL LOWER&UPPER LEVELS PLANS UPPER LEVEL LIGHTING& POWER SHEET NO. 0 _�SC�ALE- 1/�4-=l -�0- E-1 01 2 3 4 5 1 2 3 4 5 r 60'-0• POST DOWN POST UP (2)-1;"XI IF LVL POST UP �c g• 8'-4' 27'-0• 15'-0" 17'-4• 8- 2'-0• y'_p• 9'-0• 18,-0• D BLDG&ROOF OUTLINE STRUCTURAL NOTES: D 1. ALL CONSTRUCTION SHALLCONFORM TO THE RELEVANT PROVISIONS OF THE MASSACHUESTTS HEADER AT 10' I I I FIRST LEVEL EMI] STATE BUILDING CODE AND THE AFPA/AWC"GUIDE TO WOOD CONSTRUCTION IN HIGH WIND WIDE GARAGE I I I o ppp� I I I AREAS FOR ONE-AND TWO-FAMILY DWELLINGS,110 MPH,EXPOSURE B FIRST LEVEL BEAM HSS3X3X3/16• I 1---------:--{ 2. ALL H EADERS N OT SHOWN SHALL CON FORM TO TABLE 5502.5(1)OF TH E 2009 I NTER NATI ONAL POST UP I I I UPPER LEVEL FRAMING RESIDENTIAL CODE FOR ONE-AND TWO-FAMILY DWELLINGS. \� N•N)�r• L'/y o I I ---- ....... """' ' "-"-' - UPPER LEVEL DOOR HEADERS 3. ALL POSTS NOT SHOWN SHALL BE EQUIVALENTTO A TIMBER 4X4 OR BETTER. y POSE UP '(•} 4. ALL FRAMING LUMBER SHALL BE NO.2 SPRUCE-PINE-FIR OR BETTER UNLESS NOTED O 7 OTHERWISE. w8X18 m I I 5. ALL RAFTERS SHALL BE CLIPPED TO THE EXTERIOR WALL TOP PLATE WITH SIMPSON H2.5 R HURRICANE CLIPS OR EQUAL. 6. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 P51. �OF •N i i i •N ,N 7. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60, w12%30 I L _ _ I I 8. THE ALLOWABLE PRESUMED SOIL BEARING CAPACITY IS 3,000 PSF AND SHALL BE VERIFIED IN 71 THE FIELD PRIOR TO CONSTRUCTION. Z w O _ I i I I O 0 HSS3X3X3/18• N II ECG I I 9. STRUCTURAL SHAPES SHALL CONFORM TO THE FOLLWING POST UP WIDE FLANGE MEMBERS-ASTM A992,GRADE 50 HEADER AT 10' I I I" I CHANNELS AND ANGLES-ASTM A36 WIDE GARAGE HSS ROUND AND RECTANGULAR TUBES-ASTM A500,GRADE B,FV=46KSI DOORS I[.;I ANCHOR BOLTS-ASTM A307 POST UPII ��� Z c _ _ _ _ _ _ _ _ _ \ � __ _ — _ _ _ _ _ _ 10.WELDING SHALL CONFORM TO AWS 01.1 CODE FOR WELDING IN BUILDING CONSTRUCTION&DOWN O - - - -- - up - - -- - - - E, o i 'o 11.ALL MANUFACTURED LVL WOOD FRAMING SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES } AS MINIMUM: E=2.OX10'PSI i Fe=2800 PSI W � � Z � LI NOTE:ALL FLOOR JaST ARE POST UP (>-;•X11' (+)-1;•X11j'Lvl W12X30 Z a z 1;•% 11j•LVL 11a'TJI 230'S O 16•o.c. &oowN C' a z LVL 1 b RI x ill"LVL U o 0 RIM Ja NOTE:ENTIRE AREA OF POST DOWN RIM,K115T,IYP. ~ INTERIOR SPACE IS 4-5/8• ',� 1n Of ABOVE SUBFLOOR 0+13'-5• GUE&USCREW.TYP W < f z UPPER LEVEL FLOOR FRAMING PLAN SCALE: i/4"=1'-0" B 8 LFASTEN SHEATHING TO HEADER W/8d W12 X 30 COMMON NAILS IN 3•GRID PATTERN AND 3•D.C.IN ALL DIRECTIONS O a �U ri �N (3) I•% LVL a LL W POST UP N HSS 4 X4X}• - SIMPOSON HDU4-SDS2.5, TYR O ;•0 THREADED o ;'O ANCHOR BOLT, O ROD. DRILL& TYP. N Y EPDXY,TYP. s � � 0'-0"A.F.F. PROJ NO: 16-101 dj SCALE: AS NOTED O p DATE: V DESIGNED BY: A A DRAWN BY: CHECKED BY: R SHEET TITLE: s STRUCTURAL g UPPER LEVEL FLOOR FRAMING GARAGE ENTRANCE PARTAL FRAMING PLAN L SCALE: 1/4"=1'-0" a SHEET NO. S-101 u ) 2 3 4 5 2 3 4 5 60'-0' STRUCTURAL NOTES: 19'-0' t5'-0' 18'-0' 1. ALL CONSTRUCTION SHALL CONFORM TO THE RELEVANT PROVISIONS OF THE MASSACHUESTTS 2x10 0 16'O.C. STATE BUILDING CODE AND THE AFPA/AWC"GUIDE TO WOOD CONSTRUCTION IN HIGH WIND (8)EQUAL LINE OF ROOF AREAS FOR ONE-AND TWO-FAMILY DWELLINGS,110 MPH,EXPOSURE B". BELOW TJI 230's® 16'O.C. BLDG&ROOF OUTLINE 2. ALL HEADERS NOT SHOWN SHALL CONFORM TO TABLE 5502.5(1)OF THE 2009 INTERNATIONAL D 2 2xt0 I ROOF DECK o - - RESIDENTIAL CODE FOR ONE-AND TWO-FAMILY DWELLINGS. BELOW UPPER LEVEL FRAMING D SKY UTE 1 o e 3. ALL POSTS NOT SHOWN SHALL BE EQUIVALENT TO A TIMBER 4X4 OR BETTER. - ------------ -------- TJI 230's 0 16"O.C. HSS3X3X3/16' (2) 2XIO - UPPER LEVEL ROOF AREA 4. ALL FRAMING LUMBER SHALL BE NO.2 SPRUCE-PINE-FIR OR BETTER UNLESS NOTED POST DOWN I I o e I OTHERWISE. 01RE4 A I — ———————————————— ————— q ----------------- ----- I I I L---____----_- I 5. ALL RAFTERS SHALL BE CLIPPED TO THE EXTERIOR WALL TOP PLATE WITH SIMPSON H2.5 ��5 NH• Egq� �S,�� HURRICANE CLIPS OR EQUAL. I �I II I HS53x3x3/16' _I I IIII I 1 6. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. POST DOWN I I LIC] JIT tA 1 ^ 7. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60. R II c 1 1 (2) }}'X itl'LVL I _ I n1 si 1 1 B. THE ALLOWABLE PRESUMED SOIL BEARING CAPACITY IS 3,000 PSF AND SHALL BE VERIFIED IN C r n ROOF DECK 5.10- BELOW THE FIELD PRIOR TO CONSTRUCTION. 1XV_1 � r ------------------- N 9. STRUCTURAL SHAPES SHALL CONFORM TO THEFOLLWING: I I IIII ff I \` I WIDE FLANGE MEMBERS-ASTM A992,GRADE 50 I I UI 11 4' I CHANNELS AND ANGLES-ASTM A36 z HSS ROUND AND RECTANGULAR TUBES-ASTM A500,GRADE B,Fy=46KS1 0 c HSS3x3x3/16- I I I I O G �] I ANCHOR BOLTS-ASTMA307 O POST DOWN I I 1 I 10.WELDING SHALL CONFORM TO AWS D1.1 CODE FOR WELDING IN BUILDING CONSTRUCTION o ------------- 2 2XIO 1 1 11.ALL MANUFACTURED LVL WOOD FRAMING SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES ---------- SKY LITE AS A MINIMUM: I I m I E=2.0 X 10'PSI Z 00 1-0'OH ROOF DECK 1 (2)2XIO I I I Fb=2800 PSI O 70 BELOW J I >- Q Z J 3..L:.T.FD3 f. it-3iTA 0- FE w3t4n 7.cvm. c -- ag I B'-0' 19'-0' 33-0' Q 4j r'abIO2 CondmlNerNag'Schedu/e Q (V Z0 .. .... O F UPPER LEVEL ROOF FRAMING PLAN z Woos Pmii . X. SCALE: 1�4'=1'—0" B!ocXtng th Raner(Toe naaadj 2 fid 0o odd Qnd :d �RIm.HnaM to Radar(End rta4etl}.. 2 16d 3-164 okry phd 7. VdaitiRaasfdg',:; X. TAp➢1a es 0t lnfe}seWOns(Faro-na<iudj �<416d 5-Ifid � atloits HW7der to Hoade(Faod•narh7d)� i6q i6A : 75'ox.ding odges '. > f...4..; : ... ...... ... B I` `� %?#"afG:�:,;2:ss:;a::%//:a;: :£:f;>ui:/%: f% ss>'ysii:�:c`fr> >F'sf;> �>x':✓%sss'I/:>?> ff>s Joisftaoetl_ToO:plate«Grrtle�jToerrakd).(E'ig raj a 3d 4-flW Per.)ol8t �:�'t 131pEki r9 to a AI':tTao-na I®d).I 2 6A 2 tDd ..... :B bw.v h Sill 6f Top Plato Tie nai¢o) 3 idd a t6d esnh brook ' ivfger 3s p n;,Baam nr Gf...... .....a]wi}> 3-t hil' t8d eac!i'jGtat '.` Jelst do LatkJor:to 0oam Too:harlodj 3 eta 3•t0d po foist Z f3Aritl 1aro1 te.}oisl(Eidnatled);(Fiy,141 .::..: ttsd 4i6d ....pirrmef O ......::.. .. .::.:: ..:.....;-.. :�: r fiend Jvist to SaE:or Top Flare SToa nai ed}(F1g raj ::2 10d 3•t6tl aer fool a Hoo}iSh .. 0 :1tiouA S.ructurdl Panes :;_ w C, raftars.orlrussea'spacP.d up to-t!r°o:¢. 9d 1Cd'. e:'-edgef6 told � eaitersor frussos.,pacod:ovar 16'o-.c: 8d l6a, 41 edge#A fleid yaLki ndvra9 iehir ti'i:ehe M1ila ../Jy..tiV;rrv.,}.r g, 0d '}Od: (Y ad4o C.r,id w gable:endwaN.r"vice or rake truss w{shvcWrd FM v)d; 6"od0o,6"told oullookem - c .._,,.gable enr}wall rake or rake truss w/lockout blocks _.., 8d tCO .i 4¢dgp/4(leld CefR7tg'BN08tAd?g o w tGYypsunAt Wallboard 5d GoWGte 7¢d9et't.o fleet N o '�h........ s Wood S"Ctutsi panels y :.:fude spae:yd iip to d4 o a : &i t Od : ti adga f:iY'field Q ?�2"and 75/37';pibadsoard PN(a19 fiat 3 9dgn,tfr Featl t2'tiyp..um WWlboay ::5d COOlers edge t kfW Ydtl:.? PROJ NO: 16-101 9 xx DATEE: AS NOTED F?C:fr yNoathing: ;: '.<^lohd 5irudturai Portals: DESIGNED BY: A /"ar less etl tuA 5"eAge't t2 gold DRAWN BY: :grenidr-G••anfri Od 1,;d` fi adgo F@ e¢Id A - ... .. .. .. CHECKED BY: CnnoMon rnsislanl i t gaga roaik+g War#¢cd lfga3.^»pica ara:oamimni,cne5k tac,nr ancioanacmou»emanla. SHEET TITLE: a rc Sp,u,a :"uaiwl .,'tea itasa nl, nabs - :ne31 }¢s:9oi'Wan :main II of Ish hibft. § d,am.r aaAWualoid tarlenpurt eae aecAfne ommo„neaa aYaeaveselaead r�aaen �4ep.ahK+t+,a, STRUCTURAL UPPER LEVEL ROOF FRAMING 5 9 PLAN 2 O SHEET NO, S-102 2 g 4 5 D.-Box 25.0 ZONE: RF rk 1 Area (min.) 87,120 SF (RPOD) 3� Fran toe (min) 150' - +• Width (min) Setbacks: .r, Front 30' Side 15' Rear 15' ` 2 500 Gallon {:. O 12.s FLOOD ZONE: ers Minimal Flood Hazard Zone � r Community Panel No. #250001 0641 J July 16, 2014 .d 4' of Stone Location Map: 1"=2,000f' ASSESSORS REF.: PROPOSED SA Map 082 Parcels 028 1 5' OVERLAY DISTRICT: GP -Groundwater Protection District Estuarine Watershed DIRECTIONS: 45.4' From Hyannis - Follow Route 28 towards Centerville; O� e Elevrtion Take a right at lights onto Old Stage Road; At the end Qtake a left onto Race Lane; Take a left onto Route 149; `A Take a right onto Alpine Way, Site is at the end, #102. SEPTIC NOTES 1 y - I �: • i - - `"` - DESIGN DATA Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make \�A . - Single Family +�C, �o` r;°' "` ~' _ -3 Bedroom @ 110 GPD the Required Notifications to Dig Safe(1-888-344-7233)and contact I- +y� No Garbage Grinder Sullivan Engineering&Consulting Inc.(508-428-3344). 000 \ ` Lot Area �1ti Total Dail✓Flow=330 GPD 2. The Contractor is Required to Secure Appropriate Permits From Town �i = T-/ --- w - ti� ti� Use a 150(►Gal Septic Tank Agencies For Construction Defined by This Plan. 3.33 Acres Per gk rok' p 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Assessors Info _ -` Be Constructed f 1 ' and Shall be Water Tested to LEACHING AREA Assure Watertightness. In General, Water Lines Shall be Constructed in CR 330 GPD/0.74(LTAR)=446 SF Required Coordination With COMM Water,and Shall be in Accordance t i y �j � \ � �• ^�. ` ,,, '��'� Sidewall=2(12.83'+25')2'_151.3 SF With 248 CMR 1.oo-7.00&310 CAM 15.00. Bottom Area=_(12.83'x 259=320.8 SF 4.A Minimum of 9"of Cover is Required for All Components. ' �/ 102 ! f l / - Total Provided=472.1 SF(349.3 GPD) 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's ! I ! 2 Sty. w/f �. I<< Dwelling LEACHING CHAMBER DESIGN Recommendation that H-20 Always be Used. I I� o ••'' �'\\ \ \ All Pipes to be Schedule 40. Use 6•Install Watertight Risers and Covers to Within 6"of Finished Grade sr 2-500 Gal.Leaching Chambers in a Over Septic Tank Inlet, U,and Outlet D-Box,and Two Leac Chamber. 6h 3sA 12.83'x 25'Washed Stone Field as Shown. All covers are to be maximum 18"for concrete or 24"Cast i s,� e 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 1 , 106 248 CAM 1.00-7.00 Latest Revision and the Town of Barnstable l f 4,1 ; t,, i 1 I I l I I \ \•� _... ____ -- O._._ _ _..... 67 Board of Health Regulations. omes�D ce k ! l i / it I' ! �, ~ \ ` __._ / �/ 8.All Piping to be Sch.40 PVC. ~ Well ~ 6 10 0 9.D-Box Shall Have a Minimum Inside Dimension of 12"and a Minimum I TH-~ Sump of 6". Prgpos9d Swale,,Catch y -- -- ` T" ` ��{(3 �0 10.The Separation Distance Between the Septic Tank Inlets and \ \ asin & Leach,Pit / \ �• \ 1 - 1 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend ( Forstorin Water Drainage ,/ _ -- r \ i \~` \ ` • r, be,tied into etch ,, \ - ._. - - a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" ¢osin � do s outs _-_. _ ._ _ __ \ \ \ • o Below the Flow Line,and Shall be Equipped With a Gas Baffle. \ w, , - - ..---...... _.............. II , Propp e \ 0 l Clean to 1 c3 in \ Existin Septic O i _ - _ _._ -- _ 1 au 1 \ \ \ \ \ \ Approx. Location t (90 4 B droom Propas d \ s With 3h op `be droom \ \ \ Finish Grade Proosed \ cn 17-77, 1000 Galen Leach Pit \ \ \ Gravel Drive /(J \ \ __... -__.... -...._ \ \ with 4 of Stone \ \ \ \ \ i \ \ SHED \: ' \\�\\ \\\ ;\ \ _ \ \ \ \� 3' Mox. I1 �E IIII E III 1{�I 9" Min r-- \ \ \ 1 '. Compacted Fill Filter BM Top of Catch l ro�oVed - \\\; \\\ \\\ \\l\ i l \\ \ \> %/i I IFabric 59.3' 100% \ \ \ \ \\\ \ \\ \ �`' And/Or CA H 1Reserve o \ \ \\\\ \ \\\, \ \\\\ \`�\ \ / i / l l 2" 118„ _ 112" PERC TEST: 15�04� Proposed Catch Basins to i BAST r orcd, \ \�\\ \\\\ \\\\\�\\ i, ` Pea Stone PERFORMED BY:CHARLES ROWLAND,PE- SULLIVANENGIIVEERING Replace Existing Leaching sA`', \ \ \, \ \ \X \ \\�\ \ \ \ / / / ! f 3 H-20 _ Catch Basins 8 1 \\ \` \\\ \ ,\ \ \ ` `1 / �'; LEACHING Double Washed„ SOIL EVALUATOR NO.13586 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE \.j -4 \ \ \ \\ . \ \\ \\ 8\ \ \, i i ,� %/ % �, :� „ j " Stone MAY13,2016 F` `� NNIS COURT \\ \�\\\� ` \ \��\� r �/ CHAMBER SITE PASSED \ RHOD0=DReNS El ev. 61.0' \ \�\\\\\\\� \ \�\\\ti f .i�� / // ' ^rp /% ;1'I' - T1��PP 1 A VV A .�\ \t A \ V i ' / l 4' 10" \ \ \ / TEST HOLE- 1 EL.63.0 TEST HOLE-2 EL.74.0 \ \ ; \\\ o \\\\\� `- % :- j 1 ;• LANDYLQAIN3/4 A/EANDYLQAIN3/4 CROSSLAYER SECTION OF CHAMBER S .10" DARK YELLOWISHBROWN DARK YELLOWISHBROWN : 62.2 8" 73.3 I\:} \\\\ \\\\ Bw LAYER IOYR 4/6 Bw LAYER lOYR 4/6 ` \ \\\\ \`Y` r~i i 1 NOT TO SCALE LOAMY SAND(SOME GRAVEL) LOAMY SAND(SOME GRAVEL) \ 1 22" DARK YELLOWISHBROWN 61.3 27 DARK YELLOWISHBROWN 71.8 ! \ \ ✓ ' < \ �-- ^ N \ + -2 CLAYER IOYR 6/4 CLAYER IOYR 6/4 rO \ :4 a'� \ 69 ` LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN I ( 3 Vent with Char Coal Filter 0� Final location to be determined in field MEDIUM-COARSE SAND 120" MEDIUM-COARSE SAND 64•p h \ co O \ y0 24" PERC TEST 61. NO GROUND WATER ENCOUNTERED \ \ E \ \ ` Sh op F.F. El. 61.75 25 GALLONS GONE IN 8 MIN rr� 4 y.50•p0 ' Garage FF El. 59.75 108"1 PERC RATE<2 MINAN(LTAR=0.74)154.0 L� *Final Foundation Grading To Be 15' NO GROUNDWATER ENCOUNTERED ��, \ 92.50 anscape an F.G. EL F \ Coordinated With Ld Plan See Note 6 (typ.) \ R� F.G. EL. 61.5't .G Min. PLAN VIEW �` ' Complies 3.75 SCALE: 1" = 30' row , Flow Equilizers -�1• with TEST HOLE-3 EL.63.0 TEST HOLE-4 EL.60.5 ` A/ELAYERIOYR3/4 �' \` \ EL 59.15 � As Required Breakout SANDYLOAM FILL Installer To E 0 01 \ L. 15 0 Gallon 8" DARK YELLOWISHBROWN 62.4 20 58.8 ` Con firm Prior � l To Any Work Septic Tank EL. 58.50 Top EL. 58.24 6, \ � H-20 Required 7. H-20 Bw LAYER 10YR 416 A/E LAYER 10YR 3/2 See( Note 5) EL. 57.34 .• D-Box LOAMY SAND(SOME GRAVEL) SANDY LOAM 36" DARK YELLOWISH BROWN 6p•p 30" VERYDARK.GRAYISHBROWN 58,0 rod S8607'14 E \ Gravel Drive 57.2. H-20 / 9 48.00 ,' aToeBe Installed ed Off/ Chamber C LAYER IOYR 6/4 Bw LAYER IOYR 4/6 y LIGHT YELLOWISH BROWN LOAMY SAND TH-1 t. 4 108" MEDIUM-COARSE SAND 54.0 39" DARK YELLOWISIfOROWN 57.3 ' 63 Bedding,"T"s __ } NO GROUNDWATER ENCOUNTERED C1 1p .., ( Inspection Port, If Eneount:ered Rernave & Rep1nee -' \ & Boffels VERYDAi2 PROWN(BOGIRON) - 63 { all unsuifoble Soils within 5' of as Per Title 5 The Outer Perimeter of The tem 45 SAND&GRAVEL 56.8 SysLn C2 LAYER IOYR&4 1 MEDIUM SAND Gravel Drive �P SH OF S EL. 50.24 o G DEVELOPED PROFILE OF SYSTEM Per Test Hole 4 LIGHT YELLOWISHBROWN Groundwater < 4 S9 No 25 GALLONS GONE INSMW. �\�` �/ `SO�S� JONN CyG EL. 45.4 IVIL Per Lake Elevation 126" NO GROUNDWAPERC RATE<2 MITER ENCOUNTERED 50.0 �, :. NOT TO SCALE Groundwater No.48168 f� o FG/STE?�' NAI NOTES: PREPARED FOR: PREPARED BY. TITLE: Site Plan 1.from The property line information shown was compiled Martha F. Roberts, TrS. SU11 Engineering & Proposed Improvements from available record information. 2.) The topographic information was obtained from on on 93 & 102 Alpine Way Realty Trust , the ground survey performed on or between April •13, 505 Central Avenue ivaii Consuiting, Inc. At o 2012 and April 20, 2016. Pawtucket, RI 02861 (508)428.3344 • P.O.Box659 • 7ParkerRo�ad,Osterville,MA02655 102 Alpine Wayon The datum used is Approximate lake elevation based seci@sullivanengin.com • wwwsulliivanengin.com on Barnstable GIS Maps 4.) Structures were not located by conventional survey Draft: CTR Barnstable (Marston ass ~ 30 0 15 30 60 120 Mills)) and are approximate locations. Review: JOD DA TE: SCALE: _ Project: 32007 August 4, 2016 1 "=30r �' .SO/ L LOGPit .---- ti 704 t Pl'1*12 00 — ---- --- OD _.:.loge = co°a°°� — oo°o o° �� 12 1AAX LIM a o°o ° o o : — — — ° °oo ' _ EA RT44 BACKF 1 L L _-P / \ � 12 \�JJ i, o°00 00 PRE CA,ST C/ ti °o°07A4J I' o A \vAS 4E D STo1IJ L i _ 00 0 ° ED o0 a , )4 r! � (1 Q� O� 0 oo �De` f - Fl.g6' \ -I� El 9� 11 i E( $4 \O pp4Q 0 p0 O O OO 0�0o D O CO Cb (J O G100 c, 3/ O } /Z^ '�� OD ! COJD O J.J P OG, OO — "ca r w I N a to Al ft►2 •�' `j- �� s k E c s7 o N E - .- -_- - 4v ZO �c f- UN Di BE D �s tuQ r C -- EU coU tJ�TE k ET_"k S7u R Q .�of'yttti>�U�f I- A,` 74 Vj'ALLPLAN SECTiOIJ 6- P� TYPICAL LEAC ►� IW6 PIT DETAIL ►-i o� o S C A L E . 7 Nt 0 j ,f S E E TY P I C AL SY S T E-/n PROFILE -.-- -------- V ,- � ,/ j• . �.. ,. , tom--; - -- i'`" /A Aex �=, Ilk, — — — — — — — — — GROUT SE E © � y � Q �'' �o:°� �l s ' I CLEA►�ouT COVER I i GEtiERAL P1oTE 4 INLET 4" OUTLET _ � — � I � 4•' INLET a — — l; - ouTLET 4 !/ �` / `b -! ,:%r .. r ✓.�! ' O o li 7�21 i 1ir I�-I " I J 4— GAL .J OA PRECAST SEPTIC 7AN1K EY 6his��19 � a , , L IQUI D LEvE L , PL A N LLS W ` J �-- TYPICAL SEPTIC TANK y Y 'o _r - ° �,,�• SE C T 1 o N A-,4 N o o SCALE T -T I WATeR -TIG44-T SEAL by GROUTIu6 FOR PIPES EN-TERiQG OR LEAVINC7 CONCRE-TE STRucTuRES \ 2 'WAS14.ED STONE 51-IALC BE FREE OF IRON + FINES , D'J5T, AND ORGANIC /AAT-TE�2 3 tJo /�10D1FfC4TIO ►.�S wi-T "OLJ-j APPROVAL OF ENr11�1EER A►JD SOARo of ItEALT4. _� 4 ALL CO/APONENTS To BF INSTALLED ;I� ACC -%RDAI,.iCE W1T1..4 TITLE 5 OF T"E' STA-' E 15+/2` !I } I ! I + E � vIRON/AENTAL CODE AND ALL APPLICABLE LOCAL BOARD OF 14EAL-T1+ RULES ......................... 5 ALL ELEVAT10KjS EASED O►J A DA`TUJA OF IOo.00 INLET T4�E S ( ST-E/A SNALL. bE !►,,SPECTED \VNEN LEAC4 1NO ARC-A IS CO/APLETEL`( EXCAVATED AND ALAI ": \VI4t=NA L CO�APO►jENTS ARE IN PLACE CDKJTRAC70R • p` 4P- L AN S4-kALL uOT i F`( T4-4C- BOARD OF "E ALT44 \iµEN INSPEC-T 10►..i IS RE Qv► P,ED 4e Ft '7 1�1O ir+EA */ Y FrQUIP/AEN�" IS TO OPERATE OVER T4E LI!AITS OF TkE SYSTE/A, DURI►. (-. C�--•^-- � J / ,t� f �'�� �° iPRECAST DIStR4BuTION ANE) AFTER THE COURSE OF CON;STRUCTIO►.1 of -HE 5'Y5TE /A VCr �� 7/I"c' �"� �" �/{9/. gip, 5" DIAAE-TER. { 8 ALL PIPE JOI ►.+-TS OF 7►,4E BU I LDi tiG SEA`✓ER SI-4AL` 8E MADE \vATERTi 6I-4T Sox OUTLE-TS \ — 2" �vALLS 9 ALL. SWPLAP J011,�TS II�1 SEPTIC TA►.1K TOSS SEALED \VI-T4.4 tiEOPREI,JF 6ASKETS OR A S P 4-4 A L7 C E/&E N-T 1STRUCTvRE To 44AVE CAST IRON OR CO►:CRETE ` ---l— 4 INLET 10 A CERTIFICATE OF CO/nPLIA� CE AS !SS.: ED �`( -rHE BOARD OF uEAL-j4-� /AuS-T BE COVER gUIL� UP �vt� � BR►CK AND /noRTAR70 ° O6TAiI,IED B`( T4-4E COIJ-fRAC-TOR UPOKJ CO/APLE7i0Nj OF TuE SYS-TE/&. / / 12 Ir.iC4�ES OF FI NISµED GRADE �1� / '� II AT ALL PolkjS OF INTE'RSE :T;o� OF \vATER ANt� SEWER L ; wES, CLASS 150 PREssuRE- �v1-(i+ IN i5„ PIPE 544ALL BE I� STAL.LED FOR, BO-T" PIPES to FEET EITHER SIDE OF I►�TER5EC-TIo►.j FI ►�1544ED G� o G a !2 T41, S SYS"TE/�, . IS DESiGKIED FOR A 6ARBAC-,'~ DISPOSAL v►, IT /0%33 �G R A o E = 9l7•S t F I LI 1 S"E D GRADE ,' // OVER _TAI"iK = 99.L FIRST / FII�tIs"E0 2 4, CAST IRON / To 0E LEvEL / GRADE - �!0TE PI RIODIc lk. SF'ECTIOr-j OF SEPTICTANKS SHOULD BP- PERFOR:AED AIAK.IUALLy To TOP o F� o -T � SEC I ION C-e DE-TER,i�tuE LEvEI_S of SC�:i� ABC SLu06E ACcu/Au1-AT+o�..i i1oST -TA►-MKS SHOULD F O U I,:DAT I o N ° �� .�� - _ ,. �E Pu/APEL� O�;TEvEQY �'I-i•REE ZG Fi\/E `(EAR,S EXCESS SI.VOC�E AltiD SCU//� WILL EL'`V= /00 0 i DRAM.; I► 70 -T kE A.BSoRP-7io +,: AREA. A►. o CLOG IT REPLAClu -f(tf i VISE o p a • s .� 1 I `/ /� I • R�dS 1 oVr� n • a ' ! T`YF ICAL DISTR16UT-IOIJ BOX DRA.Iw�aGE AREA �S ExPE.tiS�� E ADO �7 /nA`(' %Qw&'PN u SCE. A't`� i4 DwELLitty -- Q O \vA-TEQ �jAVI►�6 FIX-TURESAI2E RECO/Ah\E�L7ED Tt TION 47.d 4 G'6 Aao o p!� 2 ►,i OT 70 SCALE �Y M RrJ1�$'WSTA�tEEb u-22 o p C ° o D R A ;��A 6 P_ AREA `^ORDAIN'CE TO PLAN. I � � _96.8s, C�A L L O N ._�41./ ° ia° ..:. � C E _ L A R. - d o Q oo a°$ L E G E N D �c� ^,. ��:- rf f�^P ,ca l<o 7 R,S-ee6' FLOOR SEPTIC TANK �4 DIST. bOx �4 aoo 00 a 4 —�� LE.AC4�i ►.IG PI —� 99 0 EXISTING GROUND LEAC441KAG PT SU�SUR�ACE WASTEWATER DISPOSAL SYSTt✓/!� Io1 20 ; LiIS4+ED GROUND ® RESERVE AREA �-T`o BE INSTALLED ON A _ 0 o SEPTIC TA4jK LEVE L STABLE PEASE CAST IRorJ • � p LiSTQI6U�IC?N BOX at� ems_,„' JL L CAIMPBELL ASSO G C S E RvA-T 1 o N 4�O Le O WELL /)rn'' E$GM=ice T Y P I C A L . S Y ST E /r� P R O F LLt 1. E 98 2 � P L P E I N v E P,; E L E V AT I o - 91 sc:s>�► TNGS SrWT c "E D U LE 40 P V C Pi PE ?AUNTCN, AASSACW ' NOT TO SC ALE F�,CioIFALE.( '. �,fh MASTEF FORtJ !vtf_; ,