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0085 PIN OAKS DRIVE
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Mckechnie, Robert From: Mckechnie, Robert Sent: Tuesday, December 26, 2017 4:11 PM To: Florence, Brian Subject: 85 Pin Oaks Drive, Barn Brian, I visited the subject property today and physically measured the distance from the top of the first floor to the bottom of the main ridge. The results: Outside rough grade to top of 1"floor..............................3' (subject to change with final grade) Top of 1"floor top of 2nd floor..........................................10' 6" Top of 2"d floor to bottom of ridge...................................12' Bottom of ridge to Widow's walk deck surface ...(est.) 1.5'—3.0' The height from the rough grade to the top plate is approximately 22'. Also,the roof top deck on the back of the house on the flat roof of the 2'd floor is estimated to be 9' above the top of the 2nd floor(approximate elevation above the rough grade=22' 6"). The contractor was not on site. I will contact him with our concerns. Hopefully this helps for now, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 f Mckechnie, Robert From: Florence, Brian Sent: Thursday, December 21, 2017 1:06 PM To: Mckechnie, Robert Subject: FW: Building height regulations You may want to get an engineers certification on the height of this building if there is any question about its height....neighborhood concern. Thanks, -Brian -----Original Message----- From: Carla Belkin [mailto:crkahme001@gmail.com] Sent: Friday, November 24, 2017 1.1:33 AM To: Florence, Brian Subject: Building height regulations Dear Mr. Florence, I have contacted your department:on several occasions regarding the construction on Pin Oaks Lane in Barnstable village. I've been assured that construction height is mandated to be no greater than 29 feet at the peak. It appears that at least two widows walks have been constructed on the roof of the structure permitting access from the interior.This constitutes living space and is an cbvious and inappropriate disregard to the code. Please contact me in this regard ASAP. Carla Belkin Crkahme001@gmail.com 631603-8332 1 Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday, October 11, 2017 10:47 AM To: 'Crkahme001@gmail.com' Cc: Florence, Brian Subject: Your Inquiry about 85 Pin Oaks Drive, Barnstable Good Morning, Thank you for your email expressing concern about the height of the new house at 85 Pin Oaks Drive. In the Town of Barnstable Zoning Ordinance 240-128, building height is defined as"the vertical distance from the ground level to the plate". We have always further defined the height as the vertical distance from the grade to the top plate. This is not the vertical measurement from the grade/ground to the ridge of the roof which is always higher. The height of the to late as shown on the Ian submitted an r g p p p u d approved by the Town of Barnstable Building Department,for this house is 29 feet. This is the vertical measurement from the grade to the top plate of the Cupola. The Inspectors do check for the compliance with the plan when they inspect the project and the first framing inspection will occur when the contractor has finished sheathing the structure and notifies us that he is ready. This should occur within a few weeks. Please contact me if you have any other concerns or questions by email or using the information below. Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 Mckechnie, Robert From: Florence, Brian Sent: Wednesday, October 11, 2017 8:53 AM To: Mckechnie, Robert Subject: FW:Website Contact Message Please investigate & report back...thanks Bob -b From: Town Main Mailbox Sent: Wednesday, October 11, 2017 8:21 AM To: Florence, Brian Cc: Scali, Richard; Hartsgrove, Elizabeth Subject: FW:.Website Contact Message In to the web. Dan From: email@town.barnstable.ma.us [mailto:email@town.barnstable.ma.us] Sent: Tuesday, October 10, 2017 1:14 PM To: Town Main Mailbox Subject: Website Contact Message Message: A house is being built on Pin Oaks in the town of Barnstable and it appears that the height will be more than 30 feet. Please be in touch with me regarding this inquiry. Name: Carla Belkin Email: Crkahme001(&,gmail.com Click to reply Phone: 631 603-8332 Remote IP: 73.142.56.167 o �/( ) 'Z/''T�- l� / Al 9/3 ✓/ouS y�S�Gg 1 o �J Lk) LVOR TOWN OF B RNSTABLE BUILDING PERMIT APPLICATir( _ - o —1 & t Map Parcel �� 4� �� f� plication # Health Division (��^� Date Issued 612 0_7 "1 Conservation Division dp Application Fee l Planning Dept. Perm' J Date Definitive Plan Approved by Planning Board BUILDING DEPT (-A 4 Historic - OKH _ Preservation / Hyaldn,Isi 0 6 2017 / + U, (� j Project Street Address A) .0/ C + f Village X09 5/10& 9 QQ[ Owner © ►N � Address I c �n t Ue Telephone Permit Request 8y!C s/ 'g, r/ ����✓ 64 6JrW_5!� Square feet: 1 st floor: existing proposed -24nd floor: existing n proposed 13 �Otal new 0 Zoning District �l Flood Plain Groundwater Overlay 0 �r� o ® Construction Type F�AM �oProject Valuation O O` Lot Size� 7� (,)9,� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family AS Two Family ❑ Multi-Family (# units) Age of Existing Structure ® Historic House: ❑Yes ❑ No On Old King's Highway: Yes ❑ No Basement Type: N Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) ' Basement Unfinished Area (sq.ft) 49�0 Number of Baths: Full: existing lr' new Half: existing C7 new Number of Bedrooms: existing Inew Total Room Count (not including baths): existing _�new First Floor Room Count 1 Heat Type and Fuel: N Gas ❑ Oil ❑ Electric ❑ Other Central Air: 10 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new siz# ool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 0 new size! -ehed: ❑existing &new size9D Other:,? SM 0 V4U Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 C�'��� p Commercial ❑Yes ❑ No If yes, site plan review# 10 %zS,% Current Use 40 / Proposed Use IVI15W Ff APPLICANT INFORMATION (BUILDER OR HOMEOWNER) e Name ��� ��`� �'� Telephone Number ®� Address �Dpi 02d 740 License #CcS'- 0 3 7 (0 /`"/11_ IVA Home Improvement Contractor# Email ���0 ��� 1� 7` IR14001' ` �011 Worker's Compensation # 7 & ea3A�- Y-/)' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (S P FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED i r MAP/ PARCEL NO. ADDRESS VILLAGE OWNER } DATE OF INSPECTIO FOUNDATION , •' FRAME ` INSULATION P ' FIREPLACE - s ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` ' Town of Barnstable Building "Is'021"W"IVe - iPost h� CardTha#�t�s Us ibleFrom the Street �I N �1, pproved .a nnu�tbe ,etamed an;tob ar�d this Card M t be Kept .}; ,�., ram. -� M" )Post"ed Uatil Finalzlnspection asp een£Made. } ° er -.aCe:: ifi a e;ofO cu an �sRe uiredsuch Buld�n :sMaII:Not� ..Occ ied4untd, ;F+n t�lns ect�A.,ha been-ma e € Permit., jjjl� P q g .� «. �W.,, z::5. .. . as . xa ....z..ceS, .__'-✓s ,¢_.. .. :F.X"• »?.; ., .:xea: :.+i", Permit No. B-17-1736 Applicant Name: ROBERTJ GLOVER Approvals - Date issued: 06/23/2017 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 12/23/2017 Foundationyy ".0 Residential Ma /Lot 279-063 001 Zoning District: RF-1 Sheathing: Location: 85 PIN OAKS DRIVE,BARNSTABLE �� � � � Contractor Name R:GLOVER BUILDING CO. Framing: Owner on Record: QUINN,JOHNTR ContractorJ.icense,= 111157 216r Address: 20 CHATSWORTH PL - -- $` n Est��ProJeXct Cost: $630 000.00 Chimney: FARMINGTON,CT 06032 �Pe rnit fee: $3,338.00 :'a'ic �8 Description: BUILD A SINGLE FAMILY HOME, POOLPERM IT�BY OTHERS u InsulationZ l p ) feePaicJ' $3,338.00 a(L R Date y. 6/23/2017 Final: Project Review Req: BUILD A SINGLE FAMILY HOME, (POOL ERnlll BY OTHERS)r ,. y <� Plumbing/Gas Rough Plumbing: - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authoruedJby this permit is commenced within six months after issuance. � � � ,� Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents',for which this permit has beengranted. All construction,alterations and changes of use of any building and structures shallbe in compliance with the local zonmgby la; pan codes. r Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for ublic�inspection for the entire duration of the AN work until the completion of the same. M � Electrical 5' V> The Certificate of Occupancy will not be issued until all applicable signatures by the Building and ireClffinals are provided on this>permit Service Minimum of Five Call Inspections Required for All Construction Work: �# 1.Foundation or Footing 2.Sheathing Inspection _ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: =� Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building Ff.N vaU1111s u ja, q s "`t MTh ' it i5 Nisilile rort he Street=° roved Plans M �'st'be Retarned:on job and# is Card "IF Ke t Post Th s Ca d So r1 tARh'S1'Aili, r- #-,�r��'^�s'�d'�>� � ,3.' `'� ^���°'r `n, �` e�..r t'", „�.rzs,� ,' cr r� .�.. r� p 3 • 6 '$ Ste Until Final Inspection Has:Been Made ,; 3 w 4> Permit Where a""Certificate of`Occunanc .�s�IRe cared such Bu ldmO shall Not be ccu ie until a�Finat�nsnect�ori�hasrbeen made r.�"°;.�. "k.:�:��...u.. laa�t�?.;7<:.s'qua.�a'�r�.Z'...,�. y'M`''i,._�„«,. Permit No. B-17-1739 � Applicant Name: ROBERTJ GLOVER Approvals Date Issued: 06/23/2017 Current Use: Structure Permit Type: Building-Detached Garage-Residential Expiration Date: 12/23/2017 foundation: et !8 Location: 85 PIN OAKS DRIVE, BARNSTABLE Map/Lot 279 063 001 Zoning District: RF-1 Sheathing: Owner on Record: QUINN,JOHN TR vContractorName R.GLOVER BUILDING CO. Framing: Address: 20 CHATSWORTH PL �` Contractor Ucense 111157 n� 3 FARMINGTON,CT 06032 Est Pr�oJctCost: $110,000.00 Chimney: Description: DETACHED GARAGE WITH OFFICE OVER Permit&fee: $666:00 - Insulation —�--'. Project Review Req:' DETACHED GARAGE WITH OFFICE OVER ' Fee�Paid $666.00 Date 6/23/2017 final: Plumbing/Gas Building Official x x Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within�six months`afte'r,.issuance. Final Plumbing: All work authorized by this permit shall conform to the approved applicaUon and the>approved construction documents forwhlch this permit has been granted. :. Ro All construction,alterations and changes of use of any building and structuressha, ll be m compliance with the local zoning by`laws and codes. ugh Gas: visiblefr m r orfoad'and shall be maintained open for llKans ` ion for the entire duration of the This permit shall be displayed in a location clearly o access st eet E � p p pest n work until the completion of the same. � "� � '� Final Gas: � la The Certificate of Occupancy will not be issued until all applicable si natures bth�e Builds and Fire Offcialsafe rovided on this ermit. Electrical P cY PP g Y p Minimum of Five Call Inspections Required for All Construction Work.l ';r Service 1.Foundation or Footing � ti � �;� ,� 2.Sheathing Inspection § 3.All Fireplaces must be inspected at the throat level before firest fluerifiriihils installed , t . w�'' � Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection j final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: A6� o CERTIFICATE OF LIABILITY INSURANCE FDATE 4i2MD IYYM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER- THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poilcy(les)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CEACT Christian Barber, CIC NAMThe Oceanside Insurance Group PHONE (508)775-0500 FAX No (508)790-7955 E-MAIL ADDRESS: 52 West Main Street INSURERS AFFORDING COVERAGE NAIC 8 Byannis MA 02601 WSURERANesa Underwriters Specialty INSURED INSURERB:Travelers A R R. Glover Building Company, Inc. INSURERC: PO Box 703 INSURERD: INSURER E: Marstons Mills MA 02648 INSURERF: COVERAGES CERTIFICATE NUMBER-CL1722404876 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LI=Jima NT R TYPE OF INSURANCE DL S POLICY NUMBER POLICY EFF POLICY D EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE a PREMIS EESS OCCUR DAMAGE ES ss occurrence) Durrence) $ �50 000 MP0020003003028 2/1/2017 2/1/2018 MEDEXP Any one person $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT D LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY CO M 8 I N rD_S_INGL IM $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per ecrJdeM $ UMBRELLA LIAR [d OCCUR EACH OCCURRENCE $ EXCESS LIB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION I PER X OTH- AND EMPLOYERS'L1ABHITY Y/N ( STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OFFICER/MEMBER EXCLUDED? ❑Y N/A (Mandatory In NH) 7PJEM-2266336-4-17 1/15/2017 11/15/2018 E.L.DISEASE-EA EMPLO $ 500,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD 101,Addtdonat Remarks Schedule,may be attached If more space is required) Insurance coverage is limited to the terms, conditions, exclusions, other limitations and endorsement of the policy. Nothing contained in the certificate of insurance shall be deemed to have altered, waived, or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE C Barber, CIC/MC ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 r7nl4no Affidavit of Substantial Hnanciai rnierest of /✓ `' '� / JYy, on oath depose and state as follows: 1 I -am an applicant for a building permit for the property located at Map /, Parcel o The address.of the property is Q �/ 4)V1 2. 1 have % legal.or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is s`� " �/, the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which'is the subject of the.building permit application which is identifed in paragraph 1 above: .Name Address Apt J 4ck Cvuw 15 4. Within the last twelve months, from today's date, which i �` , l have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a bufIding-permit application: , Map/Parcel Address 5. Within this calendar year, i have submitted V building permit applications-for property in which I have a 1% or greater legal or equitable interest. . 6. Within the iast ten days, I,have submitted J.building'permit applications for . property in which I have a-1% or greater legal or equitable interest. 7. Within this month, I have submitted ® building permit applications for property in which .1 have a 1%legal or equitable interest. 8. Within this month, I have received building permits for property in which. I have a 1% legal or equitable interest. Signed under the pains and penalties`of perjury,this ay of 20 2001-0050/affim 1 O/LOT7ERY/AFFIDAVrr � E r Town of Barnstable Regulatory Services gRichard V.Scali,Interim Director ,�. Building Division Tom Perry,Building Commissioner 200 Mann Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder I, o It ,as Owner of the subject property hereby authorize . R6 Ulf U f\ to act on my behalf, in all matters relative to work authorized by this building permit P, VA C-11i, ot r n S4pbje ./ mA- (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final inspections are performed and accepted. tore of Owner Signature of Applicant n �0 4EX, Print Name Print Name Date Town of Barnstable Regulatory Services o4zi to Richard Y.Scali,Interim Director °i Building Division AeRNGTAR[E, # Tom Perry,Building Commissioner 9� 1163 ��� 200 Main Street, Hyannis,MA pf2601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6250 HOMEOWNER LICENSE EXE TION Please Print DATE: it JOB.LOCATION. number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityttown state zip code The current exemption for"homeowners"was a nded to include wner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who es not posses a license,provided that the owner acts as supervisor. EFINTTION F HOMEOWNER Person(s)who owns a parcel of land on which he/she esides or tends to reside,on which there is, or is intended to be, a one or two- family dwelling, attached or detached structures acces ory to s ch use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a ho eo r. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be r sible for all such work performed under the building emit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility f co pliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she derstands th Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will co ply with said ocedures and requirements. Signature of Homeowner Appioval of Building Official Note: Three-family dwellings ontaining 35,000 cubic feet or larger be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that:',"Any homeowner performing work for which a buiding permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a persons)forlhire to do such work,that such Homeowner shall act as super ' "'Sor. Many homeowners who use this exemption are unaware that they are assuming,tlke responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15p This lack of awareness.often results in seriou's_problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILESIFORMS\budding permit fbxms\EXPRFSS.doc r -DWD ENGINEERING, INC. 5 MICHAEL ROAD' EAST BRIDGEWATER,MA 02333 domd an@ao02 TOWN OF BARNSTABLE domdean@aol.com 10!9 ccR 12 PM 3.- 15 '!VISION February 7, 2018 1 /S Mr. Robert McKenney-Building Inspectors n Barnstable Building Department . 200 Main Street Hyannis, MA 02601 ICE: Rough Frame Review-Quinn Residence Lot 4 Pin Oaks Drive Barnstable, MA Dear Mr. McKenney, On Tuesday, February 6, 1 visited the above referenced site for the purpose of reviewing the rough frame. Based, on my observations it is my professional opinion that the rough frame has been completed in accordance with the design drawings prepared by John Dvorsack Architect, LLC (the structural portion designed and stamped by this office), the International Residential Code (IRC 2009) with Massachusetts State Building Code Amendments (8th Edition), and generally accepted construction practice. if you have any questions concerning this letter or if I can be of further assistance, please do not hesitate io contact me. C A� eA �eA Cn i�R�JCTURAI �, Cc: John Dvorsack, Architect- `' No.35062 �A�p 9FGIS1'EQ�i. ►►�SS/ON A���� - 17- ( ? 3 Home Energy Rating Certificate Rating Date: 2018-09-28 Ind Report Registry Q, 291934281 p Ekotrope ID: yLOV8kAv s., a u 9 w5 sy. Your Home's Estimated Energy Use: This home meets or exceeds the Use EMBtu) Annual Cost criteria of the following: Heating 77.6 $969 2015 International Energy Conservation Code Cooling 0.9 $48 Hot Water 14.4 $177 Lights/Appliances 34.7 $1,735 Service Charges $0 Generation (e.g.Solar) 20.1 $1,083 Total: 127.6 $1,846 IAMQ� Home Feature Summary: Rating Completed by: r Home Type: Single family detached Energy Rater-Andrew Popielarski ISO Conditioned Floor Area: 4,435 sq.ft. RESNET ID5363711 Exsttng "0 Number of Bedrooms: 4 LIMPrimary Heating System: Furnace•Natural Gras•962 AFUE Ratingtompany:Home Energy Raters,LLC I" 180 State RD Su ite 2 Upper 110 Primary Cooling System: Air Conditioner•Electric•15 SEER Iteference 508-8333100 Home 100 Primary Water,Heating: Water Heater•Natu ral Gas•087 Energy Factor 90 House Tightness: 1457 CFM50(1.96 ACH50) Rating PrwWer:Energy Raters of Massachusetts BO Ventilation: 119.0 CFM• 137.0 Watts 2 Woodlawn Street Amesbury,MA01913 Tc. 978 270-3911 60 Duct Leakage to Outside: 54 CFM25ar so Above Grade Walls: R-20 Ceiling: Vaulted Roof,R-42 30 This Rome Window Type: U-Value:03,SHGC 0.3 :o lit/�1�`[tive/" � �♦��Z� „ Foundation Walls: R-14 Zem Emerge 0 Andrew Poplelarski,Certified Energy Rater =•, , Digitallysigned: 10/10/1 gat 9-49 AM IMA ,q i -XnP) F 2015 IECC R-406 RESNET J\ Registered Energy Rating Index � rt Property g Energy Rating Index Information Builder:Robert Glover Company:Home Energy Raters, LLC RESN.ET Registered Rating Address: Phone:508-833-3100 Rating No:291934281 85 Pin Oaks Drive, Barnstable, MA 02630 Rater:Andrew Popielarski Rater ID (RTIN):5363711 Date Rated:2018-09-28 More Energy Rated Home Calculated Rated Home Cost($/yr) __ so Energy Use(MBtu) Existing Uo Heating 77.6 $969 Homes 130 Cooling 0.9 $48 120 Water Heating 14.4 $177 1w hts S Appliances 34.7 Reference 300 � PP �1,735 Home ¢ Photovoltaics -20.1 $0 h e $0 i; � .a� �sr�. t=A � A �sk � wat,8t46 70 'Based on standard. operating conditoros 60 } SO ERI with PV:41 W� ` °"— ERI without PV:57 30 This Home 20 cea Zero Energy 70 Electric (kWh):9,545.2 CO2.Emissions(Tons):7.9 Home o Natural Gas(Therms):950.7 Energy Savings($)**:WA Less Energy "Based on t3te 2015 iECC R-406 Reference design#some 410i3 RUM r e s' r• ,. s a: ,- . PASS This home MEETS the Energy Rating Index Score requirement of 2015 IECC R-406 for Climate Zone 5, It DOES NOT MEET all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not verified by Ekotrope. Name: Andrew Popielarski Signature: iQndh 1)ya'ahA Organization: Home Energy Raters,LLC Digitally signed: 10/10/18 at 9:49 AM . ..... .... .. . ..... ..... N �otrraaug - *°$ Company:Energy Raters of Massachusetts Address:2 Woodlawn Street Amesbury, MA.01913 Phone#:978-270-3911 Fax#: ArP grRp9 �� To determine if a provider is properly accredited go to:www.rennet.us/protessionaVprograms/search_directory (Confirmed and tested) Provision Number Topic Compliance Decision 2009 IECC Table' Building'thermal envelope-,minimum insulation Levels and 'ASS 402,1.1 or 402.1.3 maximum fenestration U-fackar aril,.$HGC ` R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4 Envelope air leakage rrmawmum leakage r, iirnate Zone -A Ply with air sealing and R402.4.1 /Table Comply .insulation requirements in Table Checldist required for CO R4024,1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances PASS* R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS {SHGC) PASS' R403.1.2 Heat pump controls- PASS* R405,2 + i acts ou#side of conditioned space to be irsula a to a,.. PASS* minimum of R=fi R403.3.2 Duct sealing on all duds PASS* R403.3.3 Duct testing for ducts`in uncoriditioned:mace: PASS* . R403.3.5 Building cavities not used as duds.. PASS* R403.5.1 Heated water circulation and temperature maintenance PASS*" systems.comply R403.5.3 Hot water pipe insulated to R-3 FAIL R403.6 Mechanical ventJlatiori-meeting the'requireriTerits of the IRC PASS* or IMC.Outdoor air acid:exhaust.dampers installed R403.7 ACCA Manual J and S conducted for all heating and coaling ACCA forms required for systems. permit R403 8 . Systems serving multiple dwelling,units to`m ' ,t the PASS* mechanical requirements of the IECC commercial: ,... R403.9 Snow melt and ice system controls installed where applicable PASS*' R4Q3 10 Pools and.permanent,spa elergy oonsumpiion meet. 4 v PASS* ;requirements for heaters,#irzis ciocks and covers. ._....: .._ . .... . ,. . a requirements of AP R403.11 Portable spas meet the SP-14. PASS* R404.1 . " Higlil, acy.l ghts installed in 75°k"of permanently ms#alied PASS fixtures; 'These items have been field-verified the Rater,Field Inspector, Code.Ins ector,or B by p p wilder. a Y Air Leakage Report Property Organization 85 Pin Oaks Drive Home Energy Raters, LLC Barnstable, MA 02630 508-833-3100 inspection Status Andrew Poplelarski 2018-09-28 85 Pin Oaks Dr- FINAL Rater ID(RTIN): 5363711 Pin Oaks Lot 4-yLOV8kAv Builder RESNET Registered(Confirmed) Robert Glover General Information Conditioned Floor Area [sq.ft.] 4,435 Infiltration Volume [cu.ft.] 44,508 Number of Bedrooms 4 Air Leakage Measured Infiltration 1457 CFM50(1.96 ACH50) ACH50(Calculated) 1.96 ELA[sq. in.](Calculated) 80.1 ELA per 100 s.f. Shell Area (Calculated) 0.758 CFM50(Calculated) 1457 Duct Leakage System 1 System 2 System 3 Leakage to Outdoors[CFM Q 25 Pa] 54.0 23.0 34.0 Leakage to Outdoors[CFM25/ 100 s.f.] 2-4 2.3 2.9 Leakage to Outdoors[CFM25/CFA] 0.024 0.023 0.029 Total Leakage Test Type Post-Construction Post-Construction Rough-in, with Air Handier Total Leakage[CFM Q 25 Pa] 54.0 23.0 34.0 Total Leakage[CFM25/100 s.f.] 2.4 2.3 2.9 Total Leakage[CFM25/CFA] 10.024 0.023 0.029 Mechanical Ventilation ... .. . ... .. . . . .. ... . ... .. .. . . .. . . . Rate[CFMj 119.0 Hours per day 24.0 Fan Watts 137.0 Recovery Efficiency% 75.0 Runs at least once every 3 hrs? true Average Rate[CFM] 119.0 2010 ASH RAE 62.2 Req.Cont.Ventilation 81.9 2013 ASH RAE 62.2 Req.Cont.Ventilation 110.2 Ekotrope RATER-Version 3.1.0.2024 ROES ET HOME ENERGY RATWG Standard Disclosure � For home(s) located at: 85 Pin Oaks Drive, Barnstable, MA Check the applicable disclosures) in accordance with the instructions on the reverse of this page: W- 511.The Rater or the Rater's employer is receiving a fee for providing the rating on this-home. 2. In addition to the rating, the Rater of Rater's employer has also provided the following consulting services for this home: 'A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Trainingfor sales or construction personnel E. Other(specify) 3.The Rater of the Rater's employee is: A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home _ C. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems Rater Employer ;Rater employer t Thermal insulation systemsRater Employer Rater Employer Air sealing of envelope or duct systems Rater 1 'Employer , ",'Rater rjEmployer Energy efficient appliances Rater Employer ;Rater Employer I � Construction (builder,developer, construction contractor,etc) ' Rater ;Employer Rater Employer Other(specify): Rater Employer Rater Employer 5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling" of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification #:5363711 To report any complaints regarding this Rater's service, please visit: http://www.energyratersma.com/Feedback_New.html Name: Andrew Popielarski Signature: A Aeuk h9P Organization: Home Energy Raters, LLC Digitally signed: 10/10/18 at 9:49 AM I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained inChapter One.4.C.8. of the standard and are posted at http://resnetus/standards/RESNET Mortgage_Industry_National_HERS_Standards.pdf The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended April 24, 2007 t Here Energy Rating certificate Property HERS Robert Glover Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola Lot 4 Pin Oak Drive Rating Date: 05/24/2017 Rating Number: Barnstable,MA Registry ID: Proiected Rating: Based on Plans m Field Confirmation Respired, Estimated Annual Energy Cost Use Mmstu. Cost Percent HERS Index: 55 Heating 91.8 $1240 39% General Information Cooling z.7 $146 s% Conditioned Area 4502 sq.ft. House Type Single-family detached Hot Water 11.2 $143 5% Conditioned Volume 53600 cubic ft. Foundation Conditioned basement Lights/Appliances 29.8 $1611 51% Bedrooms 4 Photovoitairs -0.0 $-0 -0% Service Charges $0 0% f Mechanical Systems Features i Total 135.6 S3140 100% Heating: Fuel-fired air distribution,Natural gas,95.0 AFUE. Cooling: Air conditioner,Electric,13.0 SEER. Criteria Water Heating: Instant water heater,Natural gas,0.94 EF,0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25. 2012 International Energy Conservation Code Ventilation System Balanced:HRV,99 cfm,30.0 watts. 2015 international Energy Conservation Code Programmable Thermostat Heat-Yes;Coot=Yes Building Shell Features Ceiling Flat R-49.1 Slab R-0.0 Edge,R-0.0 Under Seated Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-37.5 Window Type U-Value:0.300,SHGC:0.300 Above Grade Watts R-20.1 Infiltration Rate Htg:3.00 CIg:3.00 ACH50 Foundation Waits R-12.0 Method Blower door test Rating Company Home Energy Raters LLC Lights and Appliance Features 180 State Rd Suite 21.1 Percent interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833.3100 Refrigerator(kWh/yr) 691 Clothes Dryer EF 3.01 www.energycodehetp.com Dishwasher Energy Factor 0.46 Ceiling Fan(cfm/Watt) 0.00 REM/Rate-Residential-Energy Analysis and'Rating''SoftwAr6 v`t5 3 • This information does not constitute any warranty of energy cost or savings.0 1985-2016 Noresco,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home Is available from the rating provider. Pl , owaNY.•ra�t pFMbtAMR i:�ifi y'h!�I tAl x Aay A P7�7JfW OV ESD'7 �; yam. It A7 iOf-�W m Ac 70 illM • s NS tot tb �• ...m• 2A7ACpO�M'M{�s Ei'w HaurStlr. [PNRQtY lW wr A dOr•yD y}i geN .M��t �- 5Cr 6i Atl[L�.Aa a1?[PPN9a Al aW'al YxRlttlttk.lY labs • c i►r a rnr aor e�w r�a �i.IMKS em: ulc �.a al(ABK hl qq00��i(�Ril teal L�� O �OIiMY .x:rvs W ai.9l•p info Alf"WroW yr �L.4?C a MAY' • Ll • tumor sonar.0--, AtAt�l!•RD"",Ar'r it.�•b w �,.,,s/" aw A&,aaelb ix mw Am wr twm"%w.i., albmtnv sAnt �.► tmr wr mm ow aae tar WSW Or AP sm RAA Rt eu A 4"lcP tam-1240 "t MR wf A"X AXNP AfA ,emu aa.* ,W\ oemftf Amml..v &"*my mno". A- sa Fr* dRUOn taW O bt0./mQ ffiill1ID AtR 4 M Ar n M orCot A{7mB AR/Z l/dit �1 laM ' AY[VT. )pi76Y►_lb1' tar^n Q [•r•�"1 9 Ml. I max[►'1°� Am+'u' L4f IA 7� Inme9 f1lE .fit t :.ml eb rK. _ �.i i.. ,++ -•?; '`kt�q�r�� //'ar[�Ea s• Ld7.04 W t ,�,�, 1 ':�.: ie;'� si..te.y '{ .T1��'ff• .�^ ass ` p45.A i, 1`e~gl�tar.v :'�}' :j°' � .,./'•-"`/ y ,.d F.TES f �[� ,• •,{ 1 .if �,p_. ,f..••p,pr e`�4+`"� r,..,•-- e �p,6. akAPHr SCALES Sal is ,�OOx!'i + .ems ux �� r � ,s..y'� �•'"`r� b k yla _ t r ww E DIVISION FLAN OF LANLA :il ^ fk,plplf�b.._._. j� �+.r''..rT�J�� •, taw 47�+t,6t Altplarnrt ti4r 41e[srydtlbtoc tixa+V°alr �� mwlaAaw 7.S VErAML:RPS Ar ,.. ��e rna s e sseohrtsetts ._•• �53['�f� � Y•,wyry � tbt0 RMllilf r {{-1 5° xiu�.wentil.. 'l ..�._.-.-.......e....,,..,...•.......-..•,. SRO vl os4 t]t •'...�. �'M_.... 710 dtd vtAiANl.95 N Al eeawk.—W*to lwrt 0,*Ii*r:r rb. W� Ott4T!'Paer nglvr[lwb Av aroo weh r&W*g 4 t0[aft"[oiEM4nm•eL i Bk 22781 ` Ps134 015797 43--26--2008 & 12 2 46P QUITCLAIM DEED LS Ventures, LLC, a Massachusetts limited liability company, having a mailing address t of P.Q. Box 188, Sherbom, MA 01770, t for consideration paid in the amount of One Million Twelve Thousand Five Hundred and 00/100 ($1,012,500.00) DOLLARS, grants to John Quinn, Trustee of The Q 4000 Trust, u/d/t dated March 17, 2008, under Certificate of Trust recorded herewith, having a mailing address of c/o 336 South Street, Hyannis, Massachusetts 02601, with QUITCLAIM COVENANTS, The land in Barnstable, Barnstable County, Massachusetts, shown as LOT 4A on a plan of land entitled "Division Plan of Land Prepared for LS Ventures LLC in Barnstable, Massachusetts Scale V = 40' Date: February 6, 2007 Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536", which plan is recorded at the Barnstable Registry of Deeds in Plan Book 616, Page 28. There is conveyed as appurtenant to the above-described parcel the right to use said Pin Oaks Drive as shown on plan recorded with said Deeds in Plan Book 198, Page 31, throughout its entire length for all purposes for which ways are now or hereafter may be commonly used in the Town of Barnstable; said way to be used in common with Dorothy Bradford Kelley, as Trustee of Windsong Realty Trust under Declaration of Trust dated September 22, 1967, recorded with Barnstable County Registry of Deeds in Book 1379, Page 70 (the "Original Grantor"), her successors and assigns and all others entitled thereto. x The above-described premises are conveyed together with the right as appurtenant to said premises to use in common with the Original Grantor, her successors and assigns and others entitled thereto the twenty foot right of way on the Easterly side of Lot 9 as shown on said plan recorded in Plan Book 198, Page 3.1. The above-described premises are conveyed together with the right as appurtenant to the same to use in common with the Original Grantor, her successors and assigns and all others entitled thereto for bathing, boating and recreational purposes the unnumbered parcel shown on plan recorded in Plan Book 198, Page 31, together with the buildings thereon, more particularly bounded and described as.follows: EASTERLY by land now or formerly of Bryan Leonard et ux, as shown on plan recorded in Plan Book 198, Page 31; Property Address: Lot 4A Pin Oaks Drive, Barnstable, MA 02630 SOUTHERLY by Lot 9, as shown on said plan, 82.54 feet; WESTERLY by land now or formerly of Frederick H. Steward et ux., shown on said plan, 163.14 feet; and NORTHEASTERLY by Barnstable Harbor, as shown on said plan. The above-described premises are conveyed together with the right to use any and all utilities that are now installed in Pin Oaks Drive as shown on plan recorded in Plan Book 198, Page 31, in common with the Original Grantor, her successors and assigns and all others entitled thereto. No provision of the deed.out of the Original Grantor recorded in said Registry, Book 1783, Page 149 shall act or be so construed as to interfere with or prevent the Original Grantor, her successors or assigns from the erection or maintenance of or adding to any structure on Lot 1 as shown on the aforesaid plan recorded in Plan Book 198, Page 31, within ten (10) feet of the Westerly sideline of such Lot 1. The premises are conveyed subject to and together with the benefit of a view easement recorded at the Barnstable Registry of Deeds in Book 22203, Page 36. For title, see Deed from James H. Gildea and Lawrence O. Spaulding, Jr., as Trustees of the Edward J. Gildea 1994 Trust, recorded at the Barnstable Registry of Deeds in Book 21866, Page 30. i I ' WITNESS my hand and seal this y day of March, 2007. LS Ventures LLC r By: '{'k 1 Ga J. LaFaY , Member a/T/a Gar LaFave STATE OF FLORIDA On this ENY—of March, 2008, before me, the undersigned notary public, personally appeared Gary J. LaFave, as above-sai , and, roved tq methrough satisfactory evidence of identification, which was It K 1 - (el V(,V Lp to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpoge. *a/k/a Gary LaFave (r _ Notaryliblic: MyCoission expires: �.. ANQELAt�t}t�l'SS$t h My rommtss13N 0 DD 512761 EXPIRES:Janaa►y 31,201Q . �,p�'h4�' Eor�e+l1?uu.N�+tY�Urderavkats�, r � BARNSTABLE OLD KINGS HIGHWAY APPLICATION FEES RESIDENTIAL. Certificate of dwelling Appropriateness RESIlinIg.AL Certificate of COMMERCIAL Certificate of COMMERCIAL Certificate of dwallln MULTIFAMILY FEE s 9 Exemption FEE$ Approprlatene .MULTIFAMILY Exemption FEE New House<3,499 gross RELIGIOUS ss Fee$ RELIGIOUS $ F 120 ` S _ New building/additions K3499 Sheds under.120 SF 40 ivlinor alterations to — toss SF 120 ex Alin structures 5 Now I-louso-3,500 gross Minor alterations to e�v:building r SF 1' New buildings/additions>3500. 50 buaein or structure 40 .. structure under 120 ,_. SF Wind Turbines 150 r rr AddittanstAieratlons 5Q � 479 SF 60 Sheds/garage/barntother 30 OTHER 8uilidng or Exterior alntin :accesso structure>120 SF. t30 Additions/alterations<479 100 structure>120 SF Additions>480 toss SF 60 Y New Sin 30 Garage,barn or other roes SF SQ Exteriar alntin structure 90 30. ', Exlstin si n ' Shed over 120 SF 6o 30Fencln Exterior alntin 40 New sign Exterior aintln 3Q New sl n 30 . Fencln 4Q Wail ' 30 Existin sin 4Q Existin sin 30 A 40: Fla `ole . 30 4Q Fend wall °Fencln 40 30 40' Re Repent st n 30 Wali 4Q-._,_m Wall 30 Fla ole 4Q ., Retalrin Wail` 30Fla pate 30 Retain(n Watt Flagpole d0—"`'�— M Larno Post 30 Re a(nt sl n 30 Lam Post ' 40 Re aint si n 40 Unlit mar ues 30 Retalnin wail; 3G iEr nit Mar use 40 __4� Reta(nin wall wn s Awnln s 30 Lam ost 4Q Lamp Post 40 ` Other d0Unlit mar uee.t to Inotude --� 3Q � Unlit Nor uee/awnin s 4Q Awrnn s stdin troofin qQ o- �OTHER•to include ' — 30 --` -- - --"< S. troaliri 40 ' _. DEMOLITION Residential, Commercial, Religious,;Educational Bull 12t} Gara e/barn 120 Accesso buildin 12t) $ ALL FEES DOUBLE AFTER-COMM ENGEMEN �i T OF WORK $ NOTE 1 All applications to Include a $15 check payable to.Barnstable Patriot for legal advertisement NOTE 2 Ail applications to include stamps for abutter utter mailing;see OKH Administrative Assistant NOTE 3 Applicants pp. ants will be charged single highest fee for multiple projects under one Certificate' , . Town of Barnstable Building sm^.�? , .,� ..��£ ,.� �- i»�•�'.x ��..» a:,.yam r,..-.v,�,. r�. ,w,. q u '�, •`.�'• wr ��*,x Post h Card So,That:it,tS=.;U,isible•From the 5treet� A proved,Plans Must be Retainetl on Job and this,Card'Must be Kept + RARYSCABLE. • ! '' ;,,-`` - b' Posted Until~F�nal Inspection Has�Been Madef r Where a Certificate of Occu anc �s Re "wired,`such Buildm "shall Not'be Occupied unt�l�a Final In"spection has been made ;, Permit Permit NO. B-18-2049 Applicant Name: FALMOUTH COAL CO. INC. Approvals Date Issued: 07/30/2018 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 01/30/2019 Foundation: Location: 85 PIN OAKS DRIVE, BARNSTABLE Map/Lot: 279-063-001 Zoning District: RF-1 Sheathing: Owner on Record: QUINN,JOHN TR Contractor Name::, ,FALMOUTH COAL CO. INC. Framing: 1 Address: 170 MARLBOROUGH ST APT 2 Contr'actor:License 168361 2 BOSTON, MA 02116 ; '� Est Project Cost: $28,140.00 Chimney: Description: CONNECT SOLAR ARRAAY TO HOME AND CONNECT�ARRY TO GRID Permit,Fee: $ 193.51 Insulation: Fee Paid" $ 193.51 , Project Review Req: g a Final:o — � m Date, 7/30/2018 ' Plumbing/Gas \ Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application'and,'the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structureshall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access streetf'or roadand shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ° Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officials are provided on this"permit. Service: Minimum of Five Call Inspections Required for All Construction Work:.', 1.Foundation or Footing Rough: 2.Sheathing Inspection -._-- 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Whera applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available Aonsite Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i r - 4F , A Terms and Conditions of Sale: 1: Solar Project Proposal and Analysis quote is valid for 30-days. Acceptance of this proposal ' denotes acceptance of a sales contract. 2. It is understood that cost changes or deviations from the Bill of Materials used herein may be necessary upon completion of engineering reviews;obtainment or inability to obtain building 11 permits and licenses or other necessary tasks prior to installation. 3. Falmouth Energy Co Inc is not liable for circumstances beyond our control in the procurement, delivery, installation and performance of the solar system. Acceptance of Proposal: Falmouth Energy: �r Signature: '" - Date: Name: ; Title: Ax" Gi 2 J Customer: Signature: W�.�� Date: 1177Zs� Name: �0 Oyr nn Title: UAV--\ 4� 10 ,epplicationN=2bea... `�. -'....Z s ...1........_ �A98. Pe®itFee........l...f.�.x: ... ......06urFa........................ TotalFee Paid...................»............................................... DTOWN OF BARNSTABLE Pew by .......... ...--..— BUILDINO PERMIT .Pa ........aC . �.no Map....................................... APPLICATION Section 1—Owner's Information and Project.Location Project Address , Village Owners Name c I! - k i t� l f f Owners Legal Address city State State 444 Tip Owners cell# S �L� 8�f E-mail Section 2— Use of Strnctare Use Grroup 2 ❑ commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3—Type of Permit o ❑ New Contraction ❑ Move/Relocate ❑ Accessory Structure %, Chang i f useD -n ❑ Demo/(satire structure) ❑ Finish Basement ❑ Family/Amnesty L=J= Fire Alamo Rebuild ❑ Deck Apartment ❑ prinkler�Yst ❑ Addition ❑ Retaining wall (Solar -- rn ` ❑ Renovation ❑ Pool ❑ Insulation Other-Specify Section 4-Work Description -. 0C9^14e, � 217L &� k� T mt undated 2192019 .0 t ,...�s ................................................... 1 Application Number.. Section 5—Detail Cost of Proposed Construction- -----Square Footage of Project ��7> Age of Structure - Dig Safe Number #Of Bedrooms Existing Total,#Of Bedrooms(proposed) 110 MPH Wmd Zone Compliance Method _ MA Checklist ❑ WFCM Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas 1 ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom —J-Water Supply ❑—Public ❑ Private -- Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: i7 i` O of /-�v I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ Section S—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No cast=ate 2/9r2019 J � Application Number........................................... Section 9—.Construction Supervisor Name �4J �V( cti 'f Telephone limber 75_�'S- Ya 7 Address 22�-r m s cif, State /L/& Zip 0 2 C2, License Number License Type arr-'g . Expiration Date C 2 7- f l Contractors Email I understand my responsbilities under the rules and regaMons for Licensed `om S�up in a=wdance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and d0cunzatation.required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Datep Section 10—Home Improvement Contractor Name Telephone Number _ — — - Address 2P AJ City State — Registradon Number Expiration Date I understand my responsibMes under the rales and regulations for Home Improvement Contactors in accordance with 780 CMR the MassachusettN Slate Code. I understand the construction inspection procedures,specific inspections and documentali y 780 CMR Town ofBanzstable.Attach a copy of your H.I.C... Si Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my rMonsibulities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APP ANT SIGNATURE Signature Date e L7 Print Name Telephone Number E-mail permit to: , T..J. mnn�o Section 12—Department Sign-Offs Health Department © Zoning Board(if Historic District ❑ Site Plan Review Cif ret aired , Fire Department El Conservation For comm=W work please take your plans dire*to the fire depx*nent for approval Section 13—Owner's Authorization ' as Owner of the-subject property hereby `authorize to act on my behalf in all y permit application for: matters relative to work authorized b .this building pe pp a (Address of job) Signature of Owner daze Print Name i Last=dat m :2J92018 p February 5,2018 To: Code Enforcement Division From: James:A. Marx,Jr. P.E. Re; Engineer Statement for Quinn Residence,Pin Oaks Dr.,Barnstable.MA. - Solar Roof Mount Installation I have verified the adequacy and.structural integrity of the existing roofing Main Roof (red cedar oak shingles): 2"x 10"at 16"o.c. t ith horizontal span approx. 14'-6"feet max.,pitch(4/12) 18.5 deg..;for mounting of total 20 solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code-"780 CMR Residential Code 9th Ed. For the installation of the solar mounting,the Ironridge rails with 4"post feet and flashing that will be securely fastened with 5/16" dia.x 4"ss lag bolt at 48"c-c max. V. The roof structure is adequate to support self-weight of roof, PV panels (weight distribution 3 psf)and wind or snow loading conditions. The mounting system has been designed for wind,speed criteria of 14.0 mph Exp. C`-and groundsnow criteria of 30 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors., Thereby,I endorse the solar panel installation and certify this design to be structurally adequate. A Sincerely; L�� OF 1 t , y I r -y, James A.Marx,Jr. 1 Professional Engineer ` MA 363165 10 High Mountain Road Ringwood,NJ 07456 cc:Falmouth Energy Geoff Wheeler ? loll 14 "/i If r to 4- TV - - se .41 Jj ry � :. -�}1 OF >J Search Results for Map http://windspeed.atcouhcii.ora/index.php?option=com... wt l k 2& ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Search Results s � . � Query Date: Tue Feb 06 2018 Latitude:41.7067 Longitude:-7 0 0 g .3149 ASCE 7-10 Winds Beds 1 (3-sec peak gust in mph* Risk Category 1: 132 Risk Category 11: 140 . Risk Category Ill-IV 1.52 $ E . s MRI"10-Year:80 g MR]**25-Year:95 �' MRI**50-Year: 105 Oft � a .. MRI**100-Year: 117 , y �. ASCE 7-05 Windspeed: � a 116(3-sec peak gu"st in mphj ... r x Mapz.Reportari+aperror: _ . .. ., ASCE 7-93 Windspeed: 90 (fastest'mile in mph) `Miles per hour —Mean.Recurrence Interval ' Users should consult with local building: icials to determine I there are wmmunity-specific windspeed requirements that ME GO .F rirstLqur results WINDSPEED WEBSiTE DISCLAIMER While the'information presented on this"website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy- The material presented in the windspeed report should not be used or relied upon for any speck application without 'competent examination and verification of its. accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website: Users of the.information 1 nr 2/6/2018, 4:43 AP Maximum Span Calculator for Wood Joists and Rafters http://www.awc.org%codes-standards/calculators-softw... ,, ..., _. .,. ,.•, Species Size r ooups Fly taarch l -7 --— W - Grade rto.2 ,l Member Type, Rath— ers(snow toad) Po I'. Defiectlon 11 i-�240 y__ Limit _ ..... Spacing (in).i 6 Wet service conditions? ( Eztenor i ado _ ., Exposure Incised lumber? .. _ No in loadr12 1 v {psf) :.:. F Dead Load i" M (psf} i x5 �'-� w ca3ztitiateEtaximum}tof•�tar�taiSpan' r ,Go Lo•�S�3an O_pt6o%u Caku�ior for w!a_od}opts=&"RaRers .�,�` Span Calculator for Wood � 0 � Joists and Rafters available for the Phone. I Span Calculator for Wood Goo: Joists and Rafters also available for the Android.OS. The Maximum Horizontal Span is: 19 ft. 9 in. > with a minimum bearing length of 0.5 in., required at each end of the member. Property Value €Species €Dou-glas Fir-Larch Grade iNo__. _.._......._:. �S i2x10 Modulus of Elasticity(E) 11600000 psi Bending Strength(Fb) ,130 lBeanng Strength(Ft p) 625psi Shear Strength(Fv) 1207 psi While every effort has:been made to insure the accuracy of the,information presented,and special effort hat been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this Online Span Calculator.Those usingahis online Span Calculator assume all liability from its use. Comments?i fot a%,4o org. doAMERiCANWOOID COUNCIL �f 2/4/2018. 4:46 ph Bata _Nheet Enphase Microinverters Enphase Designed for AC Module(ACM) applications,the smart grid-ready Enphase IQ 6 and 6+ACM Micro"' is built on Q6 and 6+ Micros the latest microinverter technology from Enphase.The high performance IQ Micros increase energy harvest from for AC Module PV modules while lowering system cost for installers. Applications Part of the Enphase IQ System,the IQ 6 ACM and IQ 6+ACM microinverters are compatible with the Enphase IQ EnvoyTM, Enphase IQ Battery',and Enphase Enlighten'"' monitoring and analysis software. Enphase Microinverters set the highest benchmark in quality and reliability in the PV industry. 3st °° y Easy to install Microinverter pre-mounted on PV modules for easy transport and install • Fast installation with Enphase Q Cable • Built-in rapid shutdown compliant(NEC 2014&2017) Versatile and Reliable Available through multiple module suppliers • Optimized for high powered 60-cell and 72-cell*modules • Adaptable for residential and commercial installations Works with railless or traditional racking systems • Class II double-insulated enclosure • UL listed Smart Grid Ready Complies with fixed power factor,voltage and frequency ride- through requirements • Remotely updates to respond to changing grid requirements Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) U� *The IQ 6+Micro is required to support 72-cell modules To learn more about Enphase offerings,visit enphase.com %,,, EN PHAS E. Enphase IQ 6 and IQ 6+ Microinverters for AC Module Application INPUT DATA(DC) IQ6-60-ACM-US I06PLUS-72-ACM-US Commonly used module pairings' 195 W-330 W+ 235 W-400 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 62 V m Peak,power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V 4 16 V-62 V Min/Max start voltage 22 V/48 V 22 V/62 V Max DC short circuit current(module Isc) 15 A 15 A Overvoltage class DC port II II DC port backfeed under single fault 0 A u - 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 6 Microinverter IQ 6+Microinverter Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 28.0 VA Nominal(L-L)voltage/range2 240 V/211-264 V 208 V/183-229 V 240 V/211-264 V 208 V/183-229 V Maximum continuous output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz Power factor at rated power 1.0 1.0 Maximum units per 20 A(L-L)branch circuit 16(240 VAC) 13(240 VAC) 14(208 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed under single fault 0 A 0 A Power factor(adjustable) - 1 /0.7 leading...0.7 Jagging _ 1/0.7 leading...0.7 lagging w _ EFFICIENCY @240 V @208 V @240 V @208 V CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -400C to+65°C Relative humidity range 4%to 100%(condensing) Connectortype Integrated Enphase DC Connector Dimensions(WxHxD) 219 mm x 191 mm x 33 mm Weight 1.1 kg(2.4 Ibs) Cooling Natural convection-No fans Approved for wet locations Ves ~ Pollution degree PD3 Environmental category/UV exposure rating Outdoor-NEMA 250,type 6(IP67) FEATURES Communication Power line Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break- disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at enohase.com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings,visit enphase.com rJ 2017 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. E N P H A S E, 2017-09-20 �./ ' ®oo U.N I RAC A HILTI GROUP COMPANY SOLARMOUNT Technical Datasheet Pub 130817 ` SOLARMOUNT Module Connection Hardware............................................................ 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SOLARMOUNT Beam Connection Hardware................................................................3 L-Foot...........................................................................................................................3 SOLARMOUNTBeams....................................................................................................4 SOLARMOUNT Module Connection Hardware SOLARMOUNT Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom Ut (hidden.. 'e alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip no Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs(14g) Beam Bolt Allowable and design loads are valid when components are assembled with SOLARMOUNT series beams according to authorized UNIRAC documents • Assemble with one '/4'-20 ASTM F593 bolt, one '/4'-20 ASTM F594 serrated flange nut, and one'/4'flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque - Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, j� Ibs (N) Ibs(N) FS Ibs(N) 4) 1 `'24 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 i Yr Transverse,X± 1128(5019) 1 329(1463) 1 3.43 1 497(2213) 0.441 X 11 - �- [Sliding, Z± 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted UNIRAC - A HILTI GROUP COMPANY SOLARMOUNT Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D Mid clamp material: One of the following extruded aluminum rra d Bolt alloys: 6005-T5, 6105-T5, 6061-T6 Mid la N • Clamp e Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SOLARMOUNT series beam to retain a module in the direction indicated -�� Assemble mid clamp with one Unirac'/4°-20 T-bolt and one'/"-20 ASTM F594 serrated flange nut i Use anti-seize and tighten to 10 ft-Ibs of torque Beam Resistance factors and safety factors are determined according to • part 1 section 9 of the 2005 Aluminum Design Manual and third- __ party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00015MCE = ' Direction Ultimate Load Factor, Load Factor, BMVEEN MODULES (� � ill lbs(N) lbs(N) FS lbs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Sliding,X± 1 1194 (5312) 490(2179) 1 2.44 1 741 (3295) 0.620 LW-X Dimensions specified in inches unless noted SOLARMOUNT End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 on Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 lbs (26g) d Clamp Allowable and design loads are valid when components are Serrate assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SOLARMOUNT series beam to retain a module in the direction indicated • Assemble with one Unirac'/4'-20 T-bolt and one '/"-20 ASTM F594 serrated flange nut Bea Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam •X I.s Applied Load Average Allowable Safety Design Resistance MINIMUM". Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs (N) FS lbs(N) 4) HEIGHT +VF ! Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 M°°`�'a`"� Il T" 5 Transverse, Z± 1 63 (279) 1 14 (61) 1 4.58 1 21 (92) 1 0.330 Slidin X± 142 630 52 231 2.72 79 349 0.555 Dimensions specified-iFinches-unless-noted g' ( ) ( ) ( ) n f ((� ((��°""y h 0© - - 0013 AHIITI GftGUP C6:'NPAM1;Y SOLARMOUNT Beam Connection Hardware SOLARMOUNT L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight: 0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SOLARMOUNT series beams according to authorized Bolt UNIRAC documents - L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593'/>i"-16 hex head screw and one errate ASTM F594 W serrated flange nut Flange N • Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be L X sure to check load limits for standoff, lag screw,or other attachment method i ,oi Applied Load Average Safety Design Resistance sx SLOT FOR ; Direction Ultimate Allowable Load Factor, Load Factor, 3�HARDWARE � Ibs(N) Ibs (N) FS lbs(N) m - —�" Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 -z.oi Tension,Y+ 1859(8269) 707(3144) . 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 1 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 1 213(949) 1 2.28 323(1436) 0.664 0' IM , ZEN ISM UNIRAC ® . o0 A HILII GROUP CONVANY SOLARMOUNT Beams Part No. 310132C, 310132C-13, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SOLARMOUNT SOLARMOUNT HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in' 0.464 1.450 Moment of Inertia(Y-A).is) in 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 Rails are extruded using these aluminum alloys: 6005-T5, 6105-T5, 6061-T6 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 14" HEX HEAD SCREW 1/a"HEX HEAD SCREW I -T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 SLOT FOR 3�" HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT LT .750 1.207 Y Y 1.875 1 A L►X L X SOLARMOUNT Beam SOLARMOUNT HD Beam Dimensions specified in inches unless noted 1 (a) LG 0 0 Lifes Good � c t. Ptbdptt Pbitif 12YZM 25 LG NeON'2 LG's new module,LG NeCINT11 2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires *� APPROVED PRODUCT 60 cell to enhance power output and reliability.LG NeONTM 2 DVE I us demonstrates LG's efforts to increase customer's values C V. �y beyond efficiency.It features enhanced warranty,durability, Intertek v KM 564573 Bs eN 67215 performance under real environment,and aesthetic Ph.m I Ai Mbd.les design suitable for roofs. im;; Enhanced Performance Warranty g Q - = _ (� High Power Output 0 ®a LG NeONT"t 2 has an enhanced performance warranty. � Compared with previous models,the LG NeONTM 2 ag3 The annual degradation has fallen from-0.7%/yr to e 11 has been designed to significantly enhance its output -0.6%/yr.Even after 25 years,the cell guarantees 2.4%p efficiency,thereby making it efficient even in limited space, more output than the previous LG NeCINT"modules. Aesthetic Roof O Outstanding Durability gi! LG NeONT"2 has been designed with aesthetics in mind, ®a oil With its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance. the warranty of the LG NeONT"2 for an additional The product may help increase the value of 2 years.Additionally,LG NeONTM 2 can endure a front a property with its modern design, load up to 6000 Pa,and a rear load up to 5400 Pa. =vel•O• Better Performance on a Sunny Day Double-Sided Cell Structure LG NeONT"^2 now performs better on sunny days thanks -- The rear of the cell used in LG NeONT"'2 will contribute to B�sai to its improved temperature coefficiency. ®� ep� generation,just like the front;the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its future growth engine.We embarked on a solar energy source research program in 1985, supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials industry.We successfully released first Mono X®series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter.In 2013,NeONTM(previously known as Mono XO NeON)E 2015 NeON2 with CELLO technology won"Intersolar Award",which proved LG is the leader of innovation in the industry. G NeON , Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module Type 320 W 315 W 31 O W 305 W Cell Vendor LG MPP Voltage(Vmpp) 33.6 33.2 32.8 32.5 Cell Type Monocrystalline/N-type MPP Current(Impp) 9.53 9.50 9.45 9.39 Cell Dimensions 156.75 x 156.75 mm/6 inches Open Circuit Voltage(Voc) 40.9 40.6 40A 40.1 a of Busbar 12(Multi Wire Busbar) Short Circuit Current(Isc) 10.05 10.02 9.96 9.93 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 19.5 19.2 18.9 18.6 64.57 x 39-37 x 1.57 inch Operating Temperature(°C) -40-+90 Front Load 6000 Pa/125 psf "i Maximum System Voltage(V) 1000 Rear Load 5400 Pa/113 psf 10 Maximum Series Fuse Rating(A) 20 Weight 17.0±0.5 kg/37.48±1 A Ibs Power Tolerance(%) 0-+3 Connector Type MC4,MC4 Compatible,IP67 `STC(Standard Test Condition):Irradiance 1000 W/ri Module Temperature 25°C,AM 1.5 The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. Junction Box IP67 with 3 Bypass Diodes •The typical change in module efficiency at 200 W/m'in relation to 1000 W/m'is-2.0%. Length of Cables 2 x 1000 mm/2 x 39.37 inch Glass High Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties(NOCT*) Module Type 320 W 315 W 31O W 305 W Certifications and Warranty Maximum Power(Pmax) 234 230 226 223 Certifications IEC 61215,IEC 61730-1/-2 MPP Voltage(Vmpp) 30.7 30.4 30.0 29.7 IEC 62716(Ammonia Test) MPP Current(Impp) 7.60 7.58 7.54 7.49 IEC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 37.9 37.6 37A 37.1 ISO 9001 Short Circuit Current(Isc) 8.10 8.08 8.03 8.01 U L 1703 NOCT(Nominal Operating Cell Temperature):Irradiance 800 W/m',ambient temperature 20°C,wind speed 1 m/s Module Fire Performance(USA) Type 2(UL 1703) Fire Rating(for CANADA) Class C(ULC/ORD C1703) Dimensions(mm/in) Product Warranty 12 years 0 Output Warranty of Pmax Linear warranty* '1)1st year 980A,2)After 2nd year.0.6%p annual degradation,3)83.6%for 25 years Temperature Characteristics s NOCT 46±3°C Pmpp -0.38%/'C ua4x u°aer -11 w°y ae°1- se°n vde 1- Voc -0.28%/*C Isc 0.03%/°C Characteristic Curves 1o.00 1000W E 8.00 60OW 0e.il4c:ss 6,00 iwwm.y is:#e.4 400 W 4.00 W 200 ]00 i F F Voltaye(V) g tPt trot, 5.0o 1000 15.00 2000 2500 3000 3500 40.00 4500 $A im -- a a 120 C 100 �� Vc z� P- 60 ........_.--._.._......................................................_-__ _......,............._,..... e 0 1 1 Temperature(-Q 10 -25 0 21 so 75 90 *The distance between the center of the mounting/grounding holes (^� North America Solar Business Team Product specifications are subject to change without notice. ��,/��e'� . ® LG LG Electronics U.S.A.Inc DS-N2-60-C-G-F-EN-50427 [oil7T -� fifes Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 Copyright©2016 LG Electronics.All rights reserved. Innovation for a Better Life Contact:Ig.solar@lge.com Ol/01/2016 www.igsolarusa.com 1 J Details Page 1 of 1 Licensee Details ._..........................._........._..._.....__............_.._..........._......_..........._..__......._.__.._.................._..__............__._...__............_.-................ .......................... _... ............................... ..... .._._..................................._....._...._ . ....._._.. .................._..--.............._._--.........._... Demographic Information Full Name: MATTHEW V CREDIT caner Name: License Address Information City: HARWICH State: MA ipcode: 02645 Country: United States License Information License No: CS-086315 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 5/15/2017 Issue Date: Expiration Date: 4/27/2019 License Status: Active Today's Date: 7/30/2018 Secondary License Type: Doing Business As: tatus Change Reason: License Renewal Prere uisite Information No Prerequisite Information http://elicense.chs.state.ma.us/Verification/Details.aspx?agency_id=1&license_id=275338& 7/30/2018 t �1 a pa4, r, < 7 (a) LG � © a Lifds Good ' g, C IgrrIo� k 7 I Pt»d°c� �Parer 12 25 yam k5rr+cFl k'+m� LG NeON'2 LG's new module,LG NeON"I 2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires APPROVED PRODUCT to enhance power output and reliability.LG NeONT""2 pVE us 60 Cell demonstrates LG's efforts to increase customer's values cc Mc� Vry beyond efficiency.It features enhanced warranty,durability, Intertek KM 564673 BS EN 67215 performance under real environment,and aesthetic Photovoltaic Modules design suitable for roofs. Enhanced Performance Warranty OY High Power Output LG NeONIm 2 has an enhanced performance warranty. _ ���f Compared with previous models,the LG NeCIN'M 2 The annual degradation has fallen from-0.7%/yr to3 has been designed to significantly enhance its output -0.6%/yr Even after 25 years,the cell guarantees 2.4%p efficiency,thereby making it efficient even in limited space. more output than the previous LG NeONTM modules. / l Aesthetic Roof Outstanding Durability LG NeONTM 2 has been designed with aesthetics in mind; g a With its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance. c3 � the warranty of the LG NeCINT"2 for an additional The product may help increase the value of 2 years.Additionally,LG NeONTM 2 can endure a front a property with its modern design. load up to 6000 Pa,and a rear load up to 5400 Pa. Better Performance on a Sunny Day Double-Sided Cell Structure LG NeONT""2 now performs better on sunny days thanks '� The rear of the cell used in LG NeONT"2 will contribute to to its improved temperature coefficiency. 3 generation,just like the front;the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its future growth engine.We embarked on a solar energy source research program in 1985, supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials industry.We successfully released first Mono X®series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter.In 2013,NeONT"'(previously known as Mono XO NeON)&2015 NeON2 with CELLO technology won"Intersolar Award",which proved LG is the leader of innovation in the industry. LG NeON'z , Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module Type 320 W 315 W 31 O W 305 W Ceti Vendor LG MPP Voltage(Vmpp) 336 33.2 32.8 32.5 Cell Type Monocrystalline/N-type MPP Current(Impp) 9.53 9.50 9.45 9.39 Cell Dimensions 156.75 x 156.75 mm/6 inches Open Circuit Voltage(Voc) 40.9 40.6 40.4 40.1 n of Busbar 12(Multi Wire Busbar)10 Short Circuit Current(Isc) 10.05 10.02 9.96 9.93 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 19.5 19.2 18.9 18.6 64.57 x 39.37 x 1.57 inch Operating Temperature(°C) -40-+90 Front Load 6000 Pa/125 psf 0 Maximum System Voltage(V) 1000 Rear load 5400 Pa/113 psf 10 Maximum Series Fuse Rating(A) 20 Weight 17.0±0.5 kg/37.48±1.1 Ibs Power Tolerance(%) 0-+3 Connector Type MC4,MC4 Compatible,IP67 STC(standard Test Condition)Irradiance 1000 W/m',Module Temperature 25'C,AM 1.5 )UOC[IOn BOX IP67 with 3 Bypass Diodes 'The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. The typical change in module efficiency at 200 W/m'in relation to 1000 W/m'is-2.0%. Length of Cables 2 x 1000 mm/2 x 39.37 Inch Glass High Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties(NOCT*) Module Type 320 W 315 W 31O W 305 W Certifications and Warranty Maximum Power(Pmax) 234 230 226 223 Certifications IEC 61215,IEC 61730-1/-2 MPP Voltage(Vmpp) 30.7 30.4 30.0 29.7 IEC 62716(Ammonia Test) MPP Current(Impp) 7.60 7.58 7.54 7.49 IEC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 37.9 37.6 37.4 37.1 ISO 9001 Short Circuit Current(Isc) 8.10 8.08 8,03 8.01 UL 1703 NOCT(Nominal Operating Cell Temperature):Irradiance 800 W/m',ambient temperature 20°C,wind speed 1 m/s Module Fire Performance(USA) Type 2(UL 1703) Fire Rating(for CANADA) Class C(ULC/ORD C1703) Dimensions(mm/in) Product Warranty 12 years 0 Output Warranty of Pmax Linear warranty* 1)1 st year.98%,2)After 2nd year 0.6%p annual degradation,3)83.6%for 25 years Temperature Characteristics NOCT 46±3°C eEq s Pmpp -0.38%/°C ? e«ai= II 1,r aT -.11. s.a r,,,,e snon.aaer e Voc -0.28%/°C Isc 0.03%/°CI Characteristic Curves _". " eon l0oow sooW (•1 Uo rr.:..l 60OW o L14 60o -o..) 4.00 40OW 2.00 20OW 5 Fp¢ - VOINye(V) 33 0.00 500 1000 1500 2000 25,00 30.00 35,00 40.00 4500 - 120 x fi > 100 PmaM i 60 40 .............. ___........... .......__ ._._..._....._ ..._........._... 20 ---------.---.------.__------.---------------.__.-------.-___.-------.__.-------.__- 0 Trmperm-(T) - .4o -25 0 25 The distance between the center ofthe mounting/grounding holes. North America Solar Business Team Product specifications are subject to change without notice. ■ . LG LG Electronics U.S.A.Inc DS-N2-60-C-G-F-EN-50427 } L fe s Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 Copyright©2016 LG Electronics.All rights reserved. Innovation for a Better Life Contact:Ig,sotar@tge.com 01/01/2016 wwvvIgsolarusa.com �J� Data Sheet Enphase Microinverters Enphase Designed for AC Module(ACM) applications,the smart grid-ready Enphase IQ 6 and 6+ACM Micro'" is built on Q6 and 6+ Micros the latest microinverter technology from Enphase.The high performance IQ Micros increase energy harvest from for AC Module PV modules while lowering system cost for installers. Applications Part of the Enphase IQ System,the IQ 6 ACM and IQ 6+ACM microinverters are compatible with the Enphase IQ Envoy"', Enphase IQ Battery'M,and Enphase Enlighten'"' monitoring and analysis software. Enphase Microinverters set the highest benchmark in quality and reliability in the PV industry. Easy to install jl �V Microinverter pre-mounted on PV modules for easy transport and install • Fast installation with Enphase Q Cable • Built-in rapid shutdown compliant(NEC 2014&2017) YM1 Versatile and Reliable • Available through multiple module suppliers • Optimized for high powered 60-cell and 72-cell*modules • Adaptable for residential and commercial installations • Works with railless or traditional racking systems Class II double-insulated enclosure • UL listed �v i Smart Grid Ready • Complies with fixed power factor,voltage and frequency ride- through requirements • Remotely updates to respond to changing grid requirements Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) U� *The IQ 6+Micro is required to support 72-cell modules To learn more about Enphase offerings,visit enphase.com %,,, EN PHAS E• Enphase IQ 6 and IQ '6+ Microiriverters for AC Module Application INPUT DATA(DC) IQ6-60-ACM-US IQ6PLUS-72-ACM-US Commonly used module pairings' 195 W-330 W+ 235 W-400 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 62 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V _ y 16 V-62 V Min/Max start voltage 22 V/48 V 22 V/62 V Max DC short circuit current(module Isc) 15 A 15 A Overvolt age class DC port II II DC port backfeed under single fault 0 A 0 A PV array configuration _ 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 6 Microinverter IQ 6+Microinverter Peak output power 240 VA 290 VA Maximum continuous output power 230 VA 280 VA Nominal(L-L)voltage/range2 240 V/211-264 V 208 V/163-229 V 240 V%211-264 V 208 V/183-229 V Maximum continuous output current 0.96 A 1.11 A 1.17 A 1.35 A Nominal frequency' 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz Power factor at rated power 1.0 1.0 Maximum units per 20 A(L-L)branch circuit 16(240 VAC) 13(240 VAC) 14(208 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed under single fault 0 A 0 A Power factor(adjustable) 1/0.7 leading..'0.7 lagging 1 /0.7 leading...0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -400C to+650C Relative humidity range 4%to 100%(condensing) Connector type Integrated Enphase DC Connector Dimensions_(WxHxD) 219 mm x 191 mm x 33 mm Weight 1.1 kg(2.4lbs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Environmental category/UV exposure rating _Outdoor-NE-MA 250,type 6(IP67) FEATURES Communication Power line Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Disconnecting means The AC and DC connectors have been evaluated and approved by Ul_for use as the load-break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at enphase.com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. To learn more about Enphase offerings,visit enphase.com @ 2017 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. E N P H AS E, 2017-09-20 ��/ moo "UNIRAC 131) .. A HIUI GROUP COMPANY SOLARMOUNT Technical Datasheet Pub 130817 SOLARMOUNT Module Connection Hardware............................................................ 1 BottomUp Module Clip.................................................................................................1 Mid Clamp 2 EndClamp....................................................................................................................2 SOLARMOUNT Beam Connection Hardware................................................................3 L-Foot...........................................................................................................................3 SOLARMOUNTBeams....................................................................................................4 SOLARMOUNT Module Connection Hardware SOLARMOUNT Bottom Up Module Clip Part No. 302000C W asher Bottom Up Clip material: One of the following extruded aluminum Bottom �t (hidden..s !e alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip no � Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: --0.031 Ibs(14g) Beam Bolt Allowable and design loads are valid when components are assembled with SOLARMOUNT series beams according to authorized UNIRAC documents • Assemble with one '/4"-20 ASTM F593 bolt, one '/"-20 ASTM F594 serrated flange nut, and one '/4"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque } Resistance factors and safety factors are determined according to 1 part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, �4 j r—► Ibs(N) Ibs(N) FS Ibs (N) m `.?' Tension,Y+ 1566(6967) 686(3052) 2.28 1038 (4615) 0.662 Y Transverse,X± 1128(5019) 1 329(1463) 3.43 497 (2213) , 0.441 LAX U Sliding, Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted ,.� - - - "UNIRAC A HII I I GROUP COMPANY SOLARMOUNT Mid Clamp Part No.302101 C,302101 D,302103C,3021041), 302105D,302106D • Mid clamp material: One of the following extruded aluminum ra d Bolt alloys: 6005-T5, 6105-T5, 6061-T6 Mid. /a N • Clamp e Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SOLARMOUNT series beam 1 to retain a module in the direction indicated Assemble mid clamp with one Unirac'/4"-20 T-bolt and one'/"-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Beam Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00 DISTANCE - - - Direction Ultimate Load Factor, Load Factor, BE1lYEEN MODULES ! Ill(N) Ill(N) FS Ibs (N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse,Z± 520(2313) 1 229(1017) 1 2.27 1 346(1539) , 0.665 Y Sliding,X± 1194 (5312) 1 490(2179) 1 2.44 1 741 (3295) 0.620 L.iii.X Dimensions specified in inches unless noted SOLARMOUNT End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 o/t Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 Ibs (26g) Clamp' Allowable and design loads are valid when components are Serrate assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SOLARMOUNT series beam to retain a module in the direction indicated • Assemble with one Unirac'/4"-20 T-bolt and one'/4"-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam L--•x ,.s Applied Load Average Allowable Safety Design Resistance MINIMUM- Direction Ultimate Load Factor, Loads Factor, HEIGHTI k__�.� Ibs(N) Ill(N) FS Ibs(N) 0 VARI IT Hs WITH ( Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 �v MODULE THICKNESS Transverse, Z± 63 (279) 14(61) 4.58 21 (92) 0.330 _i._ . Sliding,X± 142 (630) 52(231) 2.72 79(349) 0.555 Dimensions specified in-niches-unless-noted A Hill I GROUP COPAPANY UNIRAC SOLARMOUNT Beam Connection Hardware SOLARMOUNT L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SOLARMOUNT series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: v •Assemble with one ASTM F593 W-16 hex head screw and one errate ► ASTM F594 Wserrated flange nut Flange N • Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only, be �-�x sure to check load limits for standoff, lag screw,or other attachment method i ,o, Applied Load Average Safety Design Resistance 3x SLOT FOR Direction Ultimate Allowable Load Factor, Load Factor, 3�HARDWARE 1 Ibs(N) Ibs(N) FS Ibs(N) (1) - 2.01 Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 - Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0,615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 o0 UNIRAC A HIL I GROUP COMPANY SOLARMOUNT Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SOLARMOUNT SOLARMOUNT HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 'Rails are extruded using these aluminum alloys: 6005-T5, 6105-T5, 6061-T6 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 4" HEX HEAD SCREW V44"HEX HEAD SCREW -T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR 38" HEX BOLT U1SLOT FOR U L: 1.385 3/8" HEX BOLT .387 750 1.207 Y Y ��1.875 .x X SOLARMOUNT Beam SOLARMOUNT HD Beam Dimensions specified in inches unless noted i February 5, 201$ To: Code Enforcement Division From: James A. Mam Jr. P.E. Re; Engineer Statement for Quinn Residence,Pin Oaks Dr.,Barnstable MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity:of the existing roofing Main Roof (red cedar oak shingles) 2"x 10"at 167o.c: «-ith horizontal span approx. 14'-6"feet. max.,pitch(4112) 18..5 deg..; for mounting of total 20 solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 9th Ed. For the installation of the solar mounting,the Ironridge rails with 4":post feet and flashing that will be securely fastened with 5116"dia. x 4" ss lag bolt at 48 c-c max. sp. The roof structure is adequate to support self-weight of roof,PV panels(weight distribution 3 psf)and wind or snow loading:conditions. The mounting z system has been. designed for wind speed criteria of 140 mph Exp,C'and.ground snow criteria of 30 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors: Thereby;I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, �� G W."SXu,'S. II James A. Marx, Jr: `5 t Professional Engineer MA 36365 10'High Mountain Road' Ringwood,NJ 07456 cc:.Fatmouth Energy—Geoff Wheeler E 440 tr � 11 F v -9 00- ` J w bi PV `f'-e Y yJ }}{{ MES A. i T /`3" h - Search Results for Map http://windspeed.atcounci1.org/index.php?option=com... a e ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Search Results �� '"d` S i� zm Query Date:Tue Feb06 2018 x Latitude:41.7067 Longitude:-70.3149 QMMI ASCE 7-10 Windspeeds (3-sec peak gust in mph*): �3 k a F y Risk Category I: 132 13rn Risk Category 11: 140 Risk Category III-IV 152 A* MR1**10-Year' 80 }7, MRl**25-Year: 95 P .MRI**60-Year: 105 �4u t r j MRI**100 Year: 117 ASCE 7-05 Windspeed: z 7, p e 116(3-sec peak gust in mph) Me R nrta-map'errors ASCE 7-93 Windspeed: 90(fastest mile in mph) `Miles per hour —Mean Recurrence,Interval Users should consult with local building officials to determine Kthere are community,specific wind speed requirements that govern. ME Print yourrestits I - WINDSPEED WEBSITE DISCLAIMER' While the information presented on this vuebsite is believed to be correct,ATC and its sponsors and contributors assume no.responsibility or liability for its accuracy.:The material presented in the windspeed report should not be used or relied upon for any speck application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information 1 At 2/6/2018, 4:43 AP Ma,ximum Span Calculator for Wood Joists and Rafters http:.Hwlww.awc.org/codes.-s.tan.do.rds/calcu.lators-softw... s Species Douglas Fir-la ch t Size Zxia 1. I Grade I rto z Member Type E:fters(Snow Load) _-:-. i Deflection(r`1.1240 Lima Spacing(m)i b6 _ ...... Wet service Conditions? Exterior!'rs© I. Exposure' Incised lumber?. NO l Snow Load 2 Dead Load ,, (P ) i 25 calculate Maxunum Horuantai span Go to Span opt ins Ca ukiYor for utood}o Ls ,"it 3w7�C3�L�Iw JEEP c� �. a RESTART, . mSpan Calculator for Wood fortheiPh6ne. Joists and Rafters available I. Span Calculator for Wood b . a , Joists and Rafters also 't available"for the Android OS. x The Maximum horizontal Span is 19 ft, 9in. > with a 'minimum bearing length of 0..5 in. required at each end of the member. FOroperty, �IValue Species _ Douglas Fir-Larch Grad e Na 2 ISize �x10 Modulus of Elasticity(E} 1600000 psi . ?Bending Strength`(Fb) 130M7 psi - _....... _l, Bearing Strength 1625 psi !Shear Strength(Fv)� i207 psi While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the information reflects the state'-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this Online Span.Calculator:Those using this Online Span Calculator assume all liability from its use.. Co€Torrents.1 infa @awc.org. I of 1 2/412018. 4:46 PP l/ e Town of Barnstable THE� Regulatory Services Richard V.Scali,Director - BUILDING UEI�T ','�'' ' ` Building Division �Ep �► Paul Roma,Building Commissioner JUN 06 2017 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us TOWN OF BARNSTABLE Office: 508-862-403 8 Fax: 508-7.90-6230 PERMIT# f l J®� FEE: $35.UU SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less A)a aleypAIE-" Awd(,- Location of shed(address) Village. -T Property owner's name Telephone number Size of Shed Map/Parcel# Signature Date r' Hyannis Main Street Waterfront Historic District? + -I�J Old King's Highway Historic District Commission jurisdiction? Pl - Ku You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-sbedreg REV:0620/16 f�M LWRxWn — AO[oN nua w nsnc 42_0' • DUST.DWELL \ / L it it(/ ii •,,.•-,.,•,.,•: ::e,•CRusxm STONE CEDARS ti COMPACtioK(1S.L' it 8570 it ii tit l `SI II (2.SR SLOPE MIN.) ( •BLOM FOUNDATION— 16' —SEPTIC TANK— 10' 0 1 II 1 it m tt 1 -THE INSTALLER SHALL VERIFY THE ce DF Bu ADDNG xG Ja II LOCATIONS OF ALL UTILITIES AND ALL D® er s I •� ii BUILDING SEWER OUTLETS AND 1 it ELEVATIONS PRIOR TO INSTALLING ANY .q PORTION OF SEPTIC SYSTEM 1 I PER P9.BID 11 DDL a i it 'fl EQUIPYFNT 1 Z G\ itILI PATIO O 1 1 t ♦P IRRIGN BO% V ii 0 POOL _ �— \}$ •7 m N . 1 35.5' / \\ CRDVE ;; .m It `\ v 1 \ ti 1 \ 1 \ it TEI:CAN o PATIO \ \I T'PN it �ScsFs O O \ \ z3.O TEST HOLE LOGS O I 6 It I 11 ENGINEER:STEPHEN DOYLE 0. 3S \ 11 5'REMOVAL OF UNSUITABLE Sal REQUIRED WITNESS: DONNA MIORANDI RS C�p0.9 11 MOUND PERUIETER OF LEACHING FACILITY. N p(� DOWN TO SUITABLE SOIL LAYER.REPLACE DATE. 3-12-2007 aEAN MED.SAND.TO MEET O�/ I N r _ oDw II SPECIFICATIONS of eto aLn Is.xss(a) PERC. RATE _ < 2 MIN/INCH 0�{10 PROPOSED I II CLASS I SOILS P8 11549 p U DWELLING Y I �Q TOF 47.0 I I ti BENCHMARK: CEMENT BOUND Q ELEV. E Q I p G 0 t ELEV..50.9 46' Q A A u 4 I $ tl SL SL w GARAGE it 10YR 3/2 1OYR 3/2 SLAB 46.5 'I TEST NOLE 1 6" 6" I It B V' t TEST NO 1 ii B 4 LS L5 1 I EW ESMf. ,I 72" 1DYR 5/6 42. 60' tOYR 5/6 , I PB 019 PC tD 0 PAVED I N au, 11 C1 tt DRIVE ,J TEST xolE ri ti � FS Ae I 3 it Puc 106" 10YR 4/6 I IRRICAR FS BOX I ) II , 1 • � _ II C2 .AREA 49 2.5Y 6/4 DRNx I I � FS ARACE 1 W° 1 180" 33' 160" 2.5Y 7/3 IRRIbTION o I i NO GROUNDWATER ENCOUNTERED 1 .224 f 1 i 1 .12' t t I SH Town of Barnstable THE � Regulatory Services Richard V.Scali,Director &A&9. Building Division i6 BUILDING DEFT Paul Roma,Building Commissioner ' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us JUN 06 2017 Office: 508-862-4038 TOWN OF�Fax�1508`7i90=6230 PERMIT# I� FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY •.200 square feet or less PM Location of shed(address) Village Property owner's name Telephone number Size of Shed Map/ 'Parcel# Signature Date Hyannis Main Street Waterfront Historic District? J V Old King's Highway Historic District Commission jurisdiction? You must Me with Old King's Highway Conservation Commission(signature is required) A14V . Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:0620/16 7T EXIST.DWELL s••�••r CRUSHED STONE it CEDARS It COMPACTION.(15.22 II 85 0 It it `1B II T?'S■SLOPE MIN.) C 1 x SLOPE) A J it FOUNDATION— 16' —SEPTIC TANK— 10' — o i 1 1 II I _ 11 4 GE of BUSHE I 111 'THE INSTALLER SHALL VERIFY THE i s Es Art+IIN ti IERS ,� LOCATIONS OF ALL UTILITIES AND ALL 0 BUILDING SEWER OUTLETS AND 1 ELEVATIONS PRIOR TO INSTALLING ANY ,F 11 o 449 *2 l " INSTALLINGPORTION OF SEPTIC SYSTEM I ii \ I PER PB.819 P li + W 11 V L ' EQUIPMENT 11 II \ I 11 O . Stogy PATIO 1 U ii , G IRRIGN BO% p O � O co 4 i POOL _ Y� \A$z+� �+• m N t, � 8 I 35.5' , \\ F� OR JEa . it m JEl.CAN \ \ 1' PA RISER PATIO \\` EI EG. 00 O \ \ 23:0 i mcE TEST HOLE LOGS O 1 7 it ENGINEER:STEPHEN DOYLE 11 5'REMOVAL OF UNSUITABLE SOIL REQUIRED WITNESS: DONNA MIORANDI RS 0' O \ 0.9 - ii MOUND PERIMETER Of LEACHING FACILITY. 3-12-2007 u O , DOWN TO SUITABLE SOIL LAYER.REPLACE DATE: N WITH CLEAN MED.SAND.TO MEET j.T « — 30Y1 li SPECInCATIONS OF 310 CMR 15.255(3) PERC. RATE _ < 2 MIN/INCH I OO 1 1 �i CLASS 1 SOILS Pd 11649 �O EY DWELLING I 1 00 TOF 47.0 BENCHMARK: ELEV. ^ El i EEEVNT OBND Q 48' Q 4 4 O O o I i A A 00 u 1 A ii SL SL w O GARAGE J 1 itt 6' 10YR 3/2 6 TOMB 3/2 O SLAB 46.51 TEST HOLE TEST x0 I B B it � 4 1 '1, LS LS 1 EW ESMT 72" 1OYR 5/6 42 10YR 5/6 1 PD.61S PG 15 N II 60' 4 PAVED C1 11 DRIVE I TEST HOLE1�1 ii C FS AS 1 3 ii PFAO 108" lOYR 4/6 31 IRRIGAnON BOX 1 1 ii FS C2 oRWN I 49 1�1 2.5Y 6/4 FS ARACE . 1 �P 180' 33' 180" 2.5Y 7/3 IRRIbTION 0 I i NO GROUNDWATER ENCOUNTERED 1 ,224 t t I .12' i i I ' Eras SH ,7 v i (i. Town of Barnstable Buildin 9 +� r* f ^4'"?. ° Y �- .. i b" m #!; ,.,ti• ya ,,,... �, Y >b$ Eli :."W snxiasrxrise Post Th1s Card So That 1t 1s,V1slble-From the Street=Approved Plans Must beRetalned orrJob and"this Card Mustsbe Kept x a. . Posted�Unt11°Final Inspection Has Been Made 4 i63s�, r , ..5 i Permit Where a Certlffcate of Occupancy�s3Requlred,such Building sh`ail Not beO�ccupledvun�tl!a Final Inspection has been made a Permit No. B-17-3791 Applicant Name: DARTMOUTH POOLS&SPAS Approvals Date Issued: 11/16/2017 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 05/16/2018 Foundation: ,, �> Location: 85 PIN OAKS DRIVE, BARNSTABLE Map/Lot: 279-063 001 Zoning District: RF-1 Sheathing: Owner on Record: QUINN,JOHN TR Contractor Name`' DARTMOUTH POOLS&SPAS Framing: 1 Address: 20 CHATSWORTH PL Contractor'License ;1Q9821 2 FARMINGTON,CT 06032 Est Project Cost: $70,000.00 Chimney: Description: INSTALL GUINITE SWIMMING POOL. FENCING TO Bf ALUMINUM 4' Permit,Fee: $ 175.00 NONCLIMBABLE.AUTOMATIC POOL COVER FOR HEAT RETENTION. Insulation: fe,e Paid $ 175.00 Project Review Req: Date 11/16/2017 final: s Plumbing/Gas 32 Rough Plumbing: �a j , Building Official final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by"this permit is commenced within six�months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access street.orroad and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. . F Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are'provided on.this permit. Minimum of Five Call Inspections Required for All Construction Work:- E Service: 1.Foundation or Footing ' " g 2.Sheathing Inspection .,,. Rou h: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: '13ersons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 97 Parcel (� A plication # � 9 Health,Division f {,°) ®'ate'Issued Conservation Division Application Fee Planning Dept. x --__,..__P_erMit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address in oQk �� fns-h.b4��, %'Village 1, Obe, vOwner � 4Gx �UW»M Address Telephone Permit Request ` n lb � � / Q6 � a `g �Li y Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ��' Flood Plain Groundwater Overlay Project Valuation 7o ®®Q Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name / � Telephone Number Address T F 1� — License# %.,S —6 79-6-7 7 d0 ® 74J— Home Improvement Contractor# /0-9y5l Email /YO/Y // - (!J/IZ1Norker's Compensation #Zf/1 /� ®���j ALL CONSTRUCTION D BR E ULTING FROM THIS PROJECT WILL BETAKEN TO /V SIGNATURE AN-< DATE /�`�'� 7 'f - FOR OFFICIAL USE ONLY a - APPLICATION # ~ DATE ISSUED E MAP/ PARCEL NO. ADDRESS VILLAGE OWNER. FP F } DATE OF INSPECTION: FOUNDATION FRAME } INSULATION T FIREPLACE ELECTRICAL: ROUGH FINAL j PLUMBING: ROUGH FINAL f GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT f 4 ' ASSOCIATION PLAN NO. } s i { Town of Barnstable $ Re siary Services w►ea. �► Richard V.Scab,Director - "� ivision . Paul Roma,BuRdng Commissioner ' 200 Man Street;Hyau*—MA 02601 www taws barnatable maus Office: 508-862-4038 Fax: 508-790-6230 Property-Owner Must Coinplete and Sign This Section If_ in-.A.Builder - I. nu Ower.of the subject • l PwPutY hereby authorize L.0 r•: to act on my bebaliy in al matt—relative to work Luthorized,by this bu0ding permit application for 0c,vs _bNOt Be,0 q - L k lv) A- (A4dress of Job) I "Pool.fences and alarms are the responsibility of the applicant'Pools are not to be filled or utilized before fence is installed and all final inspections are petfosmed and accepted. route of Owncr of Ap Acmt hint Name Pxiat Nitili A16 Date Q:s0rwss:0WNERFsPsst0rcr00r s 84 Gr. �l Nom DOUNLE � ca t, . j"'MONTA OW, Rail, _l. +. •) 'Floot 2. x1 opm Wilk 41 Nom a x�: . r s R INSTALL BOND BREAKER AND TILE STRIP BETWEEN 1 ft. 3 in. DECK AND TOP OF BEAM. CONCRETE DECK ADJUSTABLE WEIR cc �� q. F ;n WATER LEVEL '_ : `Q':>:+d4a E 71 y' PVC RETURN LINE a:::pI: co BASKET RETURN OUTLET d . MtID SUCTION LINE 2"EQUALIZER (TO FILTER) ''' '' LINE IF USED Return Detail -0: Light Detail .tl.J�r dN;. _ EARTH PVC CLEANER LINE o gill is CLEANER OUTLET Skimmer Detail CONSTRUCTION JOINT ':J WITH SEALER FOR ANY . :.m SEPARATE COPING PIECE MAIN DRAIN WITH CANTILEVER Cleaner Detail ANTI-VORTEX COVER STONE/CAP POOL FLOOR 1/4"/Ft. c MH CONTINUOUS 1'X I'BOND .' SUCTION LINE E III BEAM WITH 3 ROWS OF#3 BARS IN BEAM. EARTH HYDROSTATIC RELIEF ii�• i�• oo VALVE 6"MINIMUM GUNITE/SHOTCRETE 00 oo� ,Q ;�� : WALLS AND FLOOR WITH#3 00l BARS @ 12 O.C./B.W. o •, Y:.. oo. 18"X 18"X 24"GRAVEL SUMP WITH 3/4"STONE c OVERLAP ALL STEEL 18"MINIMUM Main Drain Detail Bond Beam Detail Construction Detail from Dartmouth Pools. Call (508) 998-7100 for more information Nmom Quinn Residence Lot 4 Pin Oaks Drive Barnstable Map 279 Parcel 63-1 ► � -------------------------------------- ----------------------, 1 1 � Filter Equipment I 1 CP I 1 - I Garage 16 x 40 Pool 1 68 ft. House 1 ^ice cwn I I �' � 1 1 � 1 1 1 1 _ 1 1 Septic Tank 1 1 1 1 Self Closing Self Latching Gate 1 1 � 1 4' Non Climbable Pool Code Fence 1 1 1 Leaching Field 1 � i 1 Pin Oaks Drive ------ q6 Dartmouth Pools & Spas Designed by: SCALE: 1" = 40' 880 Mt. Pleasant Street Norry Alves Designed for: Quinn Job New Bedford MA 02745 10/30/2017 4� DEPT.BUILDING UEP � s . r SMOKE John Dvorsack , H A;r:.t'1,LC JUN 0 2017 THE QUII�N RESIDENCE DETECTORS REVIEWED " r. F..1N..K Mal$iY:i i!•. rur+v,.r,to nzw� TOWN OF DARNS?/ISLE BARNSTABLE c 6-2 3 / ^~ a��„t.• PIN OAKS DRIVEew,tx;:::, BUILDING DEPT. DAT •Rnnao-rmnzn a., Y.S.`k7.�tr,. BARNS TABLE, MA S SACHUS ETT S FIRE DEPARTMENT Owner&Property Location: Bar"SIGNArU'9ES ARE REQUIR,-D FOR P DATE �Wl H W Wa HIE Q � � U%41131 . . d n �9 a �< � � Hal O� e h o General Note: The drawings and all of the ideas, concepts,designs and plans indicated thereon or represented are owned by and remain the View from Pin Oaks Drive grope f the John Ds,detail Architect ideasUC. Now of the designs,derails,or ideas shall be utilized by any person,fvm or corporation for any purpose except with specific written permission of John Dvorsack Architect UC. PROJECT DIRECTORY DESIGN CRITERIA LIST OF DRAWINGS Project Number: OWNER: CIVIL ENGINEER Building code: International Residential Code(IRC 2012) SITE STRUCTURAL 16-152-QUI LIZA&JACK QUINN DOWN CAPE ENGINERING INC. W/Massachusetts State Building Code TITLE 5 SITE PLAN S-00 SHEAR WALLS/STRUCT.NOTES Issue Date: PIN OAKS DRIVE 939 ROUTE 6A,STE.0 Amendments (8th Edition) LANDSCAPE PLAN S-01 FOUNDATION PLAN 2017 BARNSTABLE,MA Classification of work:New Construction S-02 05.12 Date: YARMOUTH PORT.,MA ARCHITECTURAL FIRST FLOOR FRAMING Basic Wind Speed 110 MPH A-01 FIRST FLOOR PLAN S-03 SECOND FLOOR FRAMING PLAN Revision Date: ARCHITECT: S-04 'CEILING JOIST FRAMING PLAN JOHN DVORSACK ARCHITECT LLC LANDSCAPE ARCHITECT Exposure category C A-02 SECOND FLOOR PLAN S-05 ROOF FRAMING PLAN 56 HI DVOR D DRIVE CENTERLINE STUDIO INC. Importance factor 1 A-03 ROOF DECK PLAN 56 HIG ELD HALL,SUITE 2A P.O.BOX 9759 A-04 FINISHED BASEMENT ELECTRICAL FALMOUTH,MA 02540 MARSTONS MILLS,MA 02648 Design Method: A-05 ELEVATIONS E-01 A-06 ELEVATIONS FIRST FLOOR LIGHTING 508.540.3606 The wind analysis for the above referenced site was designed by E-02 SECOND FLOOR LIGHTING engineering nnl i les since the structure does not completely meet the A-07 BUILDING SECTIONS E-03 Drewin Title: Prescriptive requirements of the Wood Frame Construction Manual(2001 Edition). A-08 BUILDING SECTIONS BASEMENT LIGHTING g GENERAL CONTRACTOR: STRUCTURAL ENGINEER A-09 DETAILS R.GLOVER BUILDING COMPANY DWD ENGINEERING INC. The house is located in a 110 mph wind zone and is in an Exposure C location. A-10 WINDOW&DOOR SCHED. 171 ROUTE 149 5 MICHAEL ROAD As a result,this office used the wind loads described in IBC/IRC 2009(referenced in the Title Sheet A-11 INTERIOR DOOR SCHED. aa MARSTONS MILLS,MA 02648 EAST BRIDGEWATER,MA 02333 Mass State Building Code).The lateral forces were then determined and individual A-12 ROOM FINISH SCHED. wo a f� shear walls were designed where required. p rr~ , 508.420.4578 508.378.9602 A-GO1 GARAGE/OFFICE PLANS A-G02 GARAGE/OFFICE ELEVATIONS o� Drawing Number: A-POI POOL BUILDINGS IN OFT-01 05.12,2017 FOR CONSTRUCTION LEGENDSYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR Barerfabk Harbor —89- EXISTING CONTOUR PROVIDE MIN.20'DAM.WATERTIGHT DWIT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 5°OF FIN.GRADE CONCRETE COVERS TO WITHIN 3'GRADE -61 x�.t EXIST.SPOT ELEV. - FILTER PFR FABRITONEC OR GEO TONNE PROPOSED CONTOUR FlL7ER FABRIC OVER STONE 199 45.8 MINIMUM.75'OF COVER 4] PROPOSED SPOT El. 21L SLOPE REQUIRED OVER SYSTEM 45.5 A PRD•ATT N-te NOTE:2•MIN.WALL BLOCKS OR TH1 7fft C_.1 THICKNESS REQUIRED ��T R� iC LYAI► TEST HOLE 4• � �LHppRRTTpppp�AIL,�L H-20 4'Iml gAeLEVEL 1ST 2' [ N. CAMPONgNrs 2=� SLOPE OF GROUND e43.D, lo, " 14• t IOI.M.OeL I ENDS RRYYPP) SIDES 12.53' Locws \ 2%'10 LOPE POLE ROOD G•l H-t0i6,111100 ..• 42.42 TIN swm TANK to 42.17 weWr Y m LLYIl •s°•°e•e°•• WATERIE51 D'BOX e°•ease"e"e y°e•°e^°^`o/fi[oR DPML Gl4 01iFlE •.°...• FOR LEVELNESS •°•••°°° , FIRE HYDRAM - ,°°•°°see ® ... ... : F 42.07' 39.70' NDID nor AM somas HAY AV,oVI W GFAAVm .. .. V 1e°°•e°•e"•e°e °aye"y°." "•e•"e I H-20 500 GM.LEACHING CHAMBER BY ACME PRECAST OR EOUAL EXIST.DWELL \ / 4 I/ it • "" ° 3/4'-1-1/Y DOUBLE WASHED STONE 4'MIN. (5)UNITS REQUIRED \�// ED(iE� • �°8"CRUSHED STONE OR MECHANICAL All AROUND PRECAST STRUCTURES II OVERALL DIMENSIONS TO OUTSIDE OF STONE:50.50'X 12.a3' CEDARS 11 COMPACTION.(15.221 [21) 1 LOCUS MAP 85 70 i 11 Je ii (Z'Sx SLOPE MIN.) (,1 x u� �x SLOPE) 33.D'BOTTOM TN-1 SCALE 1'=2000'f NO GRWNDIYATER FOUND r' j 1; FOUNDATION— 16' —SEPTIC TANK— 10' LEACHING ASSESSORS MAP 279 PARCEL 63-1 o •1 I- i1 D' BOX 22' FACILITY pJ1i it ii GE OF BUSH 11 tb III LOCATIONSALLER OF ALL UTILITIES ES ANDFY HALL ZONING SUMMARY INC '� BUILDING SEWER OUTLETS AND ZONING DISTRICT: RF-1 DISTRICT DEST BY HERS [ . � ii 'A I I ii ELEVATIONS PRIOR TO INSTALLING ANY vutj 1 PORTION OF SEPTIC SYSTEM MIN. LOT SIZE 87.120 S.F. 1 W ;1 SYSTEM DESIGN: MirN. nor WIDTH A� 125' 1 � I PER PB.819 11 MIN. FRONT SETBACK 30' '� GARBAGE DISPOSER IS NOT ALLOWED MIN. SIDE SETBACK 15' EOUIPYEM j ii Z PROPOSED 6 BEDROOM DWELLING MIN. REAR SETBACK 15' IH t MAX. BUILDING HEIGHT 30' 1 II, DESIGN FLOW: 6 BEDROOMS®110 GPD 660 GPD O — SITE LOCATED WITHIN THE AQUIFER USE A 660 GPD DESIGN FLOW U PROTECTION OVERLAY DISTRICT u°J PATIO I U ii D SEPTIC TANK: 660 GPD(2)- 1320 IRRIGN BOOX IN, �1, 7 ii co USE A 1500 GAL SEPTIC TANK I 1 ry/ z 'll NOTES LEACHING: 1 o� �110 ro 'n Q SIDES:2(50.5+ 12.83) 2 (.74) = 187 GPD 1.DATUM IS BAVO Ra POOL }'� \ O�� `m IO 2.MUNICIPAL WATER IS PROPOSED I � _ BOTTOM 50.5 X 12.83(.74) = 479 GPD 35.5' / TOTAL: 901 S.F. 666 GPD 3.MINIMUM PIPE PITCH 70 BE 1/TY PER FOOT. \ / GROVE 'li m 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS USE(5) 500 GAL. LEACHING CHAMBERS(ACME OR EQUAL) TO BE AASHO H-20(H-10 TANK) WITH 4' STONE ALL AROUND S.PIPE JOINTS TO BE MADE WATERTIGHT. 1 \ \ T . I II TEI CA B.CONSTRUCTION DETDETAILSTOBE IN ACCORDANCE WITH 310 GAR 15.000(TITLE 5.) PATIO ' \ \\ y, 1;1 RISEftS O \ \ 23.5' R.ACE 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO O O \ \ BE USED FOR LOT LINE STAKING OR ANY OTHER O A I TEST HOLE LOGS PURPOSE. ENGINEER:STEPHEN DOYLE APPROVED DATE BOARD OF HEALTH MA B.PIPE FOR SEPTIC SYSTEM TO SCH.40-4•PVC. 9.•�• O I 'll 0 „J} \\ VA COMPONENTS NOT TO BE BOARD OF LEA HEALTH CONCEALED C# 5'RENOVAL IM UNSUITABLE SING REQUIRED WITNESS: 1DONNA2-20 MIORANDI RS WITHOUT INSPECTION BY BOARD R HEALTH AND 0.9' MOUND PERIMETER SOIL LEACHING REPLACE FACILITY, PERMISSION OBTAINED FROM BOARD OF HEALTH. �O O � 1; DOWN TO SUITABLE SING LAYER.REFACE 3-12-2007 pp ra WITH GFAN NED.SAND.TO MEET DATE: q0 rn 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING �O N ;30"M li SPECIFICATIONS OF 310 CMR 15.255(3) PERC. RATE _ < 2 MIN/INCH DICSATE(1-888-344-7233)AND VERIFYING THE a OO//�� 1 W ii LOCATION OF ALL UNDERGROUND m OVERHEAD UTILITIES w `� I I CLASS I SOILS P# 11649 PRIOR TO COMMENCEMENT OF WORK. 0 PROPOSED / I �I 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE w Y DWELLING I I REMOVED 5'BENEATH AND AROUND THE PROPOSED I� LEACHING FACILITY. 00 TOF - 47.0 I BENCHMARK: ELEV. ELEV. 1 CEMENT BAND 1- E`er' ^ 48' 1-1 SELF-LATCHING GATES 42E AND MATERIALS TO MEET O V VJ V 12.POOL FENCE SHALL HAVE SELF-CLOSING O i ELEV. -50.9 Q 48' Q 48' Q 50' Q 48' OQ O I ;11 A A A A OPENINAL G TO PTATE BUILDING CODE.ALL DWELLING OOL SHALL�ALARMED TO CODE. DOORS C SL SL SL SL w O GARAGE ) I �1 10YR 3/2 tOYR 3/2 10YR 3/2 10YR 3/2 O SLAB - 46.5 � TEST HOLE 6" 6" 6" 6" . TEST HOL I ii B B . 4 LS LS LS LS "1 72" 1OYR 5/6 42' 60" 1OYR 5/6 43' 72" 10YR 5/6 �, 59" 1OYR 4/4 43.1' ��a PG T5 TITLE 5 SITE PLAN PAVED I", ii C7 �j ii s DRIVE I i TEST MOLE T' ii C FS 0 C OF 46 1 3 PFAC 108" 10YR 4/6 39' PERG LOT 4 PIN OAKS DRIVE 1 IRRIGATIDN BOX I , ii FS FS FSC2 BARNSTABLE, MA DRAIN I 49 I 11 2.5Y 6/4 2.5Y 7/3 1OYR 7/3 ` I I i t FS PREPARED FOR 9.9 AGE 1 JACK QUINN 180" 33' 180" 2.5Y 7/3 33. 180" 35' 108" 39_ IRRIbTION o 1 i NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED DATE: FEB. 7, 2017 I ,224 f 1 , 1 Scale:1"=20' 1 \ . ' 1 .12' 0 10 20 30 40 50 FEET �HOF .. NOFN,H D I N"OANIEL 4at"ANIELA OJALA H 11 M:362-4541 OJALA CIVIL fax 508-362-98W No.40880 No.46502 downcope.eom <NG9pRVE�o �OF S/psiEt`4G1W wo Cope engineerh7g,Ines EXIS civil/ , land surveyors SS+ s ' 939 Moin Street (Rte 6A) DCE #07-110 DATE DANIEL A. OJALA.P.E.• P.L.S. YARMOUTHPORT AfA 02675 07-110 OUINN_SP.dwg PLANTING NOTES s+ I. Planting contractor shall visit site prior to submitting a bid to become completely familiar with site conditions. 2. No planting will be Installed until all grading and construction has been completed in immediate area. 3. Contractor to verify all utilities on property and to ` protect all utilities during excavation for plants. 4. If there is a discrepancy between the number of plants shown on the Plan and the number of plants shown in plant list, the number of plants shown on plan will take precedence. d. RAxW Name 0q Neme N.L Spaifimewa ` Lx Caws Naeo Nouw Dop.we 1 3-4'm. 5. All container material to be grown in container a v? alem+e el>a,ua N.mw mawav xweyaad 2 3-4'ed. minimum of 6 months. NI J AmRx Ndla B 9-4 eee.em2 Me M Jwlpwue Iniwo B.RW Ceav 24 e-la Baal 6. All material shall complywith the latest edition of the NS NlFo� BieNB T.Peo�@ 1 its American Standard for Nrery Stock,American 51MBy ewrUe andomnelb 4—SYemtlo 1 3-1'cd. Association of Nurseryman. Id Nxlenw m-*)%1wiW a W Nrrnw 23 7 lid.wit DOQ � HLL NgeNn eem I-u.'uedAl xpa,p 3B 7 pd.4mt 7. Contractor shall repair all damage.to property from IBQ XT2agw movyxpo Fn®ew Lmmd Nl6axee 34 7 qd.rnd. planting operations at no cost to the owner. ILL I" Ic as p%im' dow - ill' i =4cu: R32 2A see B. Contractor shall guarantee new plant material through MP men.� ,al�� OB�o 1,7 z3 3 one calendar year from time of provisional acceptance. PY Panw maNMmo BwN Rum 22 3-4'BAB RN Row 11".Nngtlnuf Pxk Nnotlwut Rae 60 7 qd.-1 9. The Landscape Architect will tag all plants at the SPM Sy* pohae'Mbe Nfm• M®Nin Llw ID 3-4'BeB a�oao. nursery and Inspect them after delivery to the site, All (g) wT vdlwrmnxxi p ;,MHill&� 'j il'�Lw+pr ma plant materials shall be inspected by the Landscape / V PIRD"ALS a MOUNDOMS a GRASSES Architect on site prior to installation. ALP Ae se d,Ne %Wax Dal atlWee Anse 2B 1 gdlw IS'as 3 - ( ) ACS Aellea dhwM OiNs Addle B 1 gdlw 24'as 10. All proposed plants shall be located carefully as rn m .( ) 16 AIIP AIIwm ngwt'wcw'Jop.Pohae Fem t3 1 gmmi 15'ae= cis on the plans and the placements shall be approved X VP Carwpero wt Avmp 9nw!lbeaa 1B I gdla 2p ae EPM eAxeae P+a leq„d cwenoxw 3e Igdbn 2D'aa by Landscape Architect before the plants are installed. O,-Na -J �� ����� Nab'ADiwe OieNFB wiovd Ngrte eA 20 /9� IB'as � ---�___�_ xB Norte glue Caeee xorto p 9 I polw 1C as 11. All lawn areas shall be loomed 6"min. depth) and 1 - LB laurw iw Sidi SNoeb Ddey 5 I gdw JIY o.e ( P ) I- __--- _ y + gRpe -- MBA My.,gw w.,r'AeeWo' Jwsaw aev 70 3gdlw 12'aa sodded with Black Beauty fescue sod blend. Meadow to be +S Q �- xwao nmwn 4me waved 1 w t gdlan 2p as loomed with 6" min. depth sandy loam and seeded with a Cq mn ep I e� - e XTfi N p C PA Pe mOo oa dk Mk LNH Sph R eem Sops 4 1 goxw 21 au mixture of annual r native r seedlingsand N PAP gldbPhun depaovole. D.ud ranlom Daes1 1 9diw 2D'as ya. gross PEq 0a P� +s ,UPLIG -- -CE ma's 1°'m`11vx,•sn'm'a°dt'sxna Ewe W 3D 2 gdlw 3D'no herbaceous annuals and perennials. Pq ST A OOO IFPp/N Q�O 73 HA (24)MS- EQUIP )-- HLL (B) RgNI/ CCOJR / �O O000O�O1fSOO0000 3 O (14) I 12. Staking and guying shall be determined by the MSA. /TF /A/G T / `, OO - - JVA I Landscape Architect on a tree by tree bass. For I qpR qyy T/yp (7J;- OO / pricing purposes, provide a per tree unit cost for (5) I _ .J ,I ONS �/ c /CC (3f g� / staking and g 9 guying's required, ' g guying. If staking and remove tree wrap, stakes, and u / •�e k first growing season. HL � • ` (3� / I HLL / P. guy wires at end of Lot 2A (7)HLL PK •U I Csmt- 8J .PER PB 61 p Is (K7. ,:•" �.� / ..... .... ............. ' � PA PAP a' PATHLIGHT f .TON 1 /T f MSA a yl� a 'A v, PLAY LAWN.......... 7 , .. III�IrI ICI,III (13 GR MF '(_,AqS PM (S) o TA RK e/TeEP) I.. .YP/Cq fN M Iew E SPM Oil HME. .....(g0} A5 RK 1 .... MSA.— I (7) `,, � GRADING LEGEND 7._ SLOPD NO. I +46.3 PROPOSED SPOT GRADE ME OW P I 46 PROPOSED CONTOUR LINE •. LOT lA (7 V (19) 'HL 47,224 SFf - f0;'E . ' R� 5) EDA GR ES I 4s ----EXISTING CONTOUR LINE E 10 '(2) By HLL EDAR V@ ESVII . C CATV NF •• .' y .-.. wcE:Rlsl[RS - i MP :'MP .._ eq PEASTONE DRIVEWAY dMTH 3o tq EDGE° PAVEM tNT w ,a 44 4 - 42 „ .b h 3q ,7e LIGHT SCHEDULE STEEL EDGING AND OUANT.SYMBOL DESCRIPIION GRANITE APRONS I _ ] -R AURORA SL%te MARINER-UPUGHi I P I N O A K S. D R I V E 19 • AURORA,LA JOLLA LPL4-PATH UGHr I , QUI NN RESIDENCE LOT 4,PIN OAKS DRIVE.,MAP 279 PARCEL 63.1,BARNSTABLE,MA. CENTERLINE STUDIOS INC. L A N D S C A P E A R C H IT E C T U R E " P.O.BOX 759,MARSTONS MILLS,MA 02648 TEL.508 2217888 SCALE:1'=16' DATE:FEBRUARY 7,2017 L1 LANDSCAPE PLAN \\ p \ \\ \\ \\ o 17110, 26'-6' 20'-0' 16'-O• 0'-4' \\ U U ... ...�;�,w.;: 12'-O' 4'-0' 2'1' 7'-11' T-11• 2'-1• &-O' 6'-0' 4-101 e'-4• 4'-10' r-a' 35 U s John Dvorsack.z:..:,C414ki.ti:Itc 56••onm:a c•..o 62 62 62 12 w �� r,njrrtWc 40,30.2A 1 w® Fdmxm 549);aJ 12 2 e2 1. P0.9a•r23 ,. y:_y y:_a• 3 fam>uh.44:2}fl R.O. R.O. c1: l0s•<F.Ipt145' ..Y+5 tW'iiF. PERABLE D OR WOOD TR NSFER r mN Owner&Property Location: ^FP— CAI I I I 1 N B i ®NE VE R ® I TO CEILING T-s• 31- WOOD UNDER I A-07 I. RAISED GRANITE b VJ-1 HEARTH.a•THICK p ROCK FACED BULKHEAD DOOR IWrTH SCREEN PORCH: ^� 1B'EXTENSION. l07 © SAYVU 96•x65"MAHHOGANYER M PORCH LIVINGI SCREEN/STORM DOORS To CATHEDRAL CLwNG1 ?- PAINTED WHITE TO MATCH T� BULKHE D 5'-O• 6' b e'-0• 8'-4• IM COLOR �n T KITCHEN VENT BELOW H ^ ��� THROUGH JOISTS I I ul r/1 W y/l VENT DOWN OUT V1 OF OVERHANGt 11L— — m r/1V1�. -W:- (lW.C. W.C.11 U 36'COOKTOP - 352 .a« 105 42• 2• I/'�'-!I w Y K A (.'HEN 14 9 R.O. Y (� i I �, CABS— e'-a Lja ---J—.r---� 11 ; GRILL DECK I I awns•MEa.Nn M 301�- CABS -- --- — — ---- -------- I I w.C. r—— — — — — ——— I STEP CUTSmE FLLISH I W I r 1 a 1 I WITH FIRST FLOOR TREAD A ® I ~—— L J26'-O' 62 T:jb. e'-6d' 106 1p�.g• I 5 FULL.BOARDS WIDE. do n' i of t15 LMUD111 WASH ORr PANTRY — P =__= ss �vGE13 caulL.FCVA4070TreAUNDJt 3 c1ee.1 ----- -- _TAALLL-c L J �G l10TALL TALL t--- -- ----- -- ---1 NPOWD PALL PANTRY I I .oIGeneral Note: —_2 CABINET CABINET --- - The drawings and all ofthe ideas. concepts,designsand plans�� BACK HALL WOODBASS CCONTETRTOP i 106 idicated thereon or repnxented L caoa.l I PORCH DINING aip� L—— ——————— ———J I c106.1 6/4"MIRANTI MAH A .n d ! � ptOpetry of John Dvoarned by and rcot�sack Architect L1.C. 'I NOTE: TOP POUR ON " BAR CAB ETS __ ——— —�y _ BELOWI GARAGE DOORS An 120—_ 10'1 sa Sl di None of the deigns,details,or ideas COATS elms Oros a shall x at lined by any person,rum —— v $ or corporation for any purpose except to 12 with specific written pemtission y An 1'-9• 9'-6' 2 9'-6• 1'-9' Xee' — ----- -- I of John Dvon:eck Architec[1.I.C. T --Gu6.1 I i x 62 74' s2• 11 R o Project Number: N « T. to 9p' R .� 61. m 4 2'aD 2 2 4'-2' 2 19-1' G.C.COORDINATE WALL V.IF °t G 101 I e1 I 103 16-152-QUI LocAnon err"FP' FOYER a� FAMILY ROOM INSTALLATION SPECS.. _ __—_J .3w _ _ _ 1g Issue Date: >N r 0 S a 4 m N D1EN/orcE ,® L. 611 A e, 05.12.2017 BATH os 'P Revision Date: P } 9EAT a'-e' 9'_3. p_y G116.1 _ § GI192 OS 1I eI a' ((``l7 — h ,.[ a'-a' T-6' Glro.l WITH DRA R9 TV UNDER 32"rC80�$I 0 06 h OVER UNDER q SH SEA — — BEAT SH 100FP ENTRY PORCH Ol 0 bN ! I I ers•xs MIRANre M r I 107 OB v g I 12 1 I — -- -- --------- -- -- — I Drawing Title: L——— ——— — — —————————— j First Floor Plan 1,726 S.F.(Finished) 552 S.F.(Garage) 572 S.F.(Screen Porch) A-05 mal Drawing Number: VS[pt0.lapar 99 g. Vc q Qy: FO 10'-O• 10'-0' 4' 9'2a 4'-0' 4',.0. 2'-97' 4'-9• 2'-7• 6'�• 2'-7• 4'-y y'-4' 3'-0' 6-902 D,t$N. pp FALMOUTH 2OC 6'-0' 0'-O' 8'-0• 20'-O• 7'-O' 7'-4' S' �_ hNhSSAC1aYSM m � 7$fit[ 7T-10' Mai A-01 05.12.2017 FIRST FLOOR PLAN SCAIE:IJ<"=1-0:. 1 FOR CONSTRUCTION s'-6• 2d-0• 2a-01 2a-0• s-6• T-a' John Dvorsack t'•a.Citi?.CC:u.c ~ 10'-0• 1d-d 6'-6• B'-T 6'-7• 3'-5• Ice-0- �O'-0• 9'-a -Nq+��i C:';m I:int[.�.Hdn,Swly 2A 1 [j•® �� PC Sr Y tIA�J2Sv0 PC :.1I Ya Fsnvl�UR 3iSii 3 nw le-[r[r„o[I:Am `ASLO:eJ6 ..yryr,,d�O aRvilect cc� y;A,WWfl ——————— ❑ ——— ——— Owner&Property Location: I II III 1'-0• f T 1 t-- 2'-62• 4`40' 6-02• 6`B2• S2• F/i�� 1 I II r ' M r l '2• I 'Z I I F'�1 � � V H S a I R T °Qi I O S,-6, 2'-92' Z SHO R HIGH¢ m --- m e'kso" CSH.t n Y9SH 43 I I Y °l 7C W ------ — 214 ra ——— —— ————— MASTER BATH r--- 4r IGH t CH.tao' 4 4t+HA F —— ,,BA TUBIBUILT-nr I J eTUB/� yy,, DRE99ER l TILE WALL ;) — ------ ---- -- --- f$C w � � G2161 207 208 51 all '° 213 CZILIUD nG A ® I BEDROOM [� c BATH a o cao.l ay 49 a ¢ M D1. la"x80' 209 6y le°9 BOTT OF R.O. I S W T 5 9'-4 2 - 7'-O' r LIN 2' s'-6' ya ao a2 2 h 3 '13' S'-6' -�"2• "v 0'-Y ®I '10'-9' I 7._4. A-08 F e F ® I? '}m 211 © a 2to READING Iqg 216 __ _ ____ _ ___� ®j General Note: 6z s CLOSET "'r'7'/2 MASTER BEDROOM' DECK �6'-e�• 5'-02 32 0'_10• CH.r-7 1/2• 1 C-211.1 I I CH y-v i/r The drawings end all of the Was, concepts,deiigns and plans D .. ————————— 212 I , indicated thereon or represented C-2I62 Q ® b b�- CLOSET I are owned by and remain Ne '---------- Books f 32 CH CLOSET property I I of John Dvorsack Architect U.C. T rLG�SET4 I 20 , 200 T __ _ �CTOSET IJ shall be utilized by any person,CL SET W/D o ® �1 32"XIIV, J rcotpoIn foranypurposeexcept � . 1 c219.1L--- C-206.1 Y - - ®SM ®S I ATTIC HATCH9with apeeifiC xTitten prnnission L _—_ - --__ ] of John Dvorsack Architect I.LC. E� v¢n To O To I ® Project Number: TTK H TCH v A ELOW BEL W ® 3 c.rn.l ® cN 16-152-QUI w ® T y e zot �" a ^' an STAIR H ALL s7oek --- z19 Issue Date: rLe O BOATH BEDROOM ® 0$.12.2017 203 ''o's' WALLS ' BEDROOM Revision Date: un c-2M.2 42 L Drawing Title: s' Second Floor Plan 2'-y2• r-B2• 71-81• r_Sy 1 04..S.F. finished 22 2 I '10'-O• 1d-01 2`921' S'-=2r 3'-22• 2'-91• 6'-41• 47,yy 1. 6'-4�' 2.�. y-0. Drawing Number: ey\EPED Aq�/ 0'-W 2a-0• 6'-O• 0'-O• 6-a - 20-U B'-0' 7-4• �r�7•'ov F, 1•-4• 4. R.3075 77'-1a FALLMUnI MASLWXLWM A1-02 vW SECOND FLOOR PLAN SCALE:1J4"-F-0" 1 FOR CONSTRUCTION l John Dvorsai:k,'yi,�f= ,.i!I.u: w09/ �j r'amxmn tM�:smi PC a..1;9 •raX,n'fyi�arlfnMr.m�n 50A.iNlbifi. Owner&Property Location: A-01 LL wo9i wog/ w09j I M 2 J ,24/12 b 20r-7- 32 w0 • /-4 V1 9j 2 V f Ba e \A-, 90• 9-0' w09/ a�-o' 4�-a ^ wog, ` 7/42� I W N Q-I N I—a +-B <4-_J 9/'12 MIRAN401--HI MAHOGACCLr`NY 98'HIGH RAILING EDGE BAND W/6/4X4 O NIGH RAILM ❑ [I I � u SU301 SET DECK WIDOWS WALK 6/4'X4•MAHOGANY + 6/YXI'MAHOOAI•It L 't f` �rr��++ + N STEP LEVEL WITH p p ❑ U DOOR .TION HOLD 9EE SECTION Id I I n wB9/ R � 1Le drawings and ell of the ideas• N �'_'/� X 61 m H N concepts,designs and plans ^� i \� indicated thereon or represented f 300 f ^ are owned by and remain the f property of JohnDvomack Architect LLC. 0None of the designs,details,or ideas m N v —— — N A 8 shell be utilized by any person•firm ^� ^� or specific for any purpose exwpt with g� of John wm=k eArchitect I.I.C. Project Number N 16-152-QUI 304 7/92 7/92 3 33 Issue Dale: - -- SOUTH ATTIC �, NORTH ATTIC rr..ow ow 05.12.2017 24/12 w-/ 24/12 O� , ± 24� Revision Date: L 09i9, wo NNI►► wo9j Drawing Title: 1 A-0s Roof Deck Plan tCA urc Drawing Number: Vo lbaa75a FatM011[X ttassaoestTts A-03 .Oil ./� 05.12.2017 ROOF DECK PLAN SCALE:1/4,,=l'-0 1 FOR COI r�Uc [orr John Dvorsack `::5 .`_; LLC 'a gile He s-ih ra—M:iStl \T�% 3 wwlJJrCn MrICVn' `.+}g.}4:fi7t... �n�;nd'[t�teclun .SCdSIQ.Y"aiF. . 4� Owner&Property Location: I A-07 I ZW Q � M 4 O O O O� O O Q' N paq UNFINISHED BASEMENT a © A� w ICY I � II MM Q ._1 I it ----...----- I ROUGH PLUMB FOR FUTURE BATH OM General Note: RO m VrO-0-31 The drawings and ell of the ideas. ®I indices ed tthere n o represented ax—odbyarradrentainthe I property of John Dvorseck Architect I.I.C. None of the designs,details,or ideas shall n,fiarn or cow retionoffo an by y purpose xce t perraission hn c i rP P of lo��ha Dvotsack Architect 1.1.C. II II 4 < A-08 ai' ® Project Number: ,,,�. „' 9-.• 16-152-QUI 0 > ® GGY ECREA•I•ION Issue Date: UNFINISHED BASEMENTO I I I I ERi i_ ® 05.12.2017 II II II II c Revision Date: 'v 0 Drawing Title: Finished Basement Plan 550 S.F. (Finished) A OS e� e51Eao anr Drawing Number: xt' F o°oityj, j b 30755FALMOLIM } 4H ete.Saan9MM a too A-04 05.12.2017 FINISHED BASEMENT PLAN SC E:1,4"=I.-0. 1 FOR CONSTRUCTION u 71 tfF� •°l1s 17 RAILINGS* _____. MA%IMUN A110WABlE PUTS HflCHT __ f1. TYP' . PAIN4E7-WHF6_LF[MNEY_ _ _ RIGK ' f BRICKOL.UE CHIMNEY W/2' ,- SOLAR ARRAY BL104;MO I CAP John QVOfSdCk'�T('tl';a';4.`3,1.(' TRUCK (BY OWNER) BRICK: :CO EGEWAT BLEND .� COLOR:COLLEGE BLEND '.5a•ymren 1 S MAIN RIDGE.HEICNT______ _____--.__._-_____.___._____ ---- LARGE _..._.___...._.__ __ _.. _ ..- _.____._.____..______-I.i _ _ I ..___ ___..___.______.________.__ ___ Yirmu�Mat ylt Pgh;ck yar Sune)a LARGE GABLE RAKE(5/A RAPE:.____.________.__________._.__ . 09) T4PER9AWH RED CEDAR AZM-49 CROWN OVER 1XB rI�C.�' SHINGLES,WOVEN ,p06-12A 1X9 SMALL SHEDRAKE 7'`i`- �j� RIDGE CAP,TYP. SMALL SHED RAKE(6b•) A i pA"Cr.�l7 fsinouT ALt Ci11 AZM-49 CROWN OVER 1X8 d 12 12 BATH VENT LARGE GABLE RAKE(6/A09) '+lo-m.n,rect✓gym. .ii SiO.Ari 1IS AIRAKE (fl �{$, �r�/ 4 ,pnrd,'1 ..r x, ® 24 7I I 7 241/ AZM-49 CROWN OVER 1X0 !acna+crw•• -:rE.,•,y-r.--if. BOR.CLG.J Sf_—_—_--- _ _ 9—_ _—_ —_-- 1X93UB --___� og O9 D9 Owner&.Property Location: TOP OF SHED WAIL _ —_ —_�_ _ _—___—_—_—_—_—_—__ WINDOWHEADER .. n _ _..__.. - ___.__ ___.__ �._.—._..__._.... __ _ _- _. _______- ___.__ _ .._____ _ _ --____ _ _ _ _ _._.__.__._. -------------ANDEOH.S_.__ _____ _ _ r FFIH 7/&SDL.COLOR:WHITE i a IIL�1�II AZEK 5/4X5•CASING. 12 R AZEK AZM-6990 HISTORIC SILL LL m my Z ©0 31 ® I - INTE XHAMPTON 24 L� RAILING SYSTEM,TYP. � T A oYN TYP ER CAP RETURNS , PAINTED WHITE l / i I li n 'q C� 6 B 4 ®4 ® 9 PRIEZE AT LARGE OVERHANG —_ S_� ECOND RA017 4 �G _—_—_—_ 9 ___—_—_ p_71 I 6 _ __ �/•� -—_ _—_—_ _ AZM-49 CROWN OVER 4XS TOP OF WALL l2 ! 09 I 09 �DEL�D9 WALL.TL1Ck- N 9�_ _—_—_ ------- gFIBgE-[R�GUU�T�TEERp G-90 u _—___ DB WIYSPIXIT GUTTER J `^ WIN�O'M SIDING: -11 -a' FM® ® .. ... I Sl SHINGLES,5 MA.WHITE X EXPOSURE CEDAR a A 4• f COL CCOARNER9D GREY W �^ BAYVU BAYVU SCREEN PORCH: V V1 OS MAHOO. MAHOO. A-SERIES TRANSOMS OVER MAFI00. MANIOC. BAYVU 36'XS6'MAHOGANY O SCREEN/STORM DOORS CJISTI O1 ®2 03 04 OS 07 OB PANTED WHITE TO MATCH O __ Fl_h flST SUBR00RM891 _ _—_—_—_ _ _—_—_ _ _—_ TRIM COLOR y-TW5lfi10 FODUIDDao4R7.0�-_ - _ _ _ _ - _ _I- -- A•0.CRME 48.25 _ _—_—_—_—_—_— I I 11 DECKING: I I 1 w 12 I I I I I 11 I 17 I I I 17� j O9 9 5/4x4 MIRANTI NAHOGANY ! 09 09 09 /1 W/SHERWIM WILLIAMa ! WATERTABLE: h�`I SUPER DECK STAIN.APPLY I i DEMTOHOUSE(SIM) I 1 1X6 I AZM-6934 OVE R a m STAIN ALL SIDES BEFORE I i ! --- ! COPPER Z-CAP INSTALLATION Li I I I FRONT DOOR: ROGUE VALLEY MAHOGANY DOOR W/SIDELIGHTS AND ! TRANSOM.STAINED I ! I I e/SEMENT SIAB— EAST ELEVATION SCALE:1/4" -0" F1 z General Note' _ MA%INUN ALIAWAB'1IE PULE HEIGHT DECKING: ___.__________________._.._.___.____._-__._-__._.____._..-__-...-________-_-_ _.___ _______._ i i l i The dmwiOBs and all of the ideas, ------------------ W/SHERWIN WILLIAMS concepts,designs and plans � l r SUPER DECK STAIN.APPLY ® STAIR ALL SIDES BEFORE P MNN RIOCE HEIGM__„ ___-_....__.___-________ �I ._ __ indicated thereon or represented INSTALLATION ate,ownodb and remain the 1__.__..___._- __.ROOF:_.____ __.___.___.________ property of lobo Dvorsack Architect l,LC. TAPERSAWH RED CEDAR 3 3 SHINGLES,WOVEN 777�2Z �2 RIDG A 7 7 v E CAP,TYP. None of the des'I derails,or ideas s7� shall be utilized by by any any person,Evtn 69 LARGE GABLE RAKE WADS) or corporation for anY Purpose ezcep[ AZM-49 CROWN OVER 1X6 with specific written permission __ Tti O.NBR wA14[BOTT.CLC.J _—_—_--_—_—_—_ _ _—_ t _—_ _—_ 41 -'l 1 - 1x99UBRAKE of John Dvorsack Architect LLC. MP OF SHED 09 _— _- 09 _—_—_—_—_—_—_ _—_—_—_—_—_—_—_—_- -- - ---- ---- - - --- - - Project Number. I _____.____.____.._.._,..__.___.__.._____.__....._______.____._._ r WINDOWS: $ $ ANDERSEN A-SERFS WINDOWS 16-152-QUI BRICK CHIMNEY: ® 7/6'SDL,COLOR:WHITE BRICK CHE INEY: BRICK CHIMNEY 1/2' AZEK 5/4X5'CASING, BRICK CHIMNEY W/2' .aN BLUESTONE GAP 7'-9' AZEK AZM-6990 HISTORIC SILL TONE CAP N BRICK:MORIN WATERSTRUCIC Q Issue Date: BRICK:MO E WATERSTRUCK COLOR:COLLEGE BLEND 40 i i i I r COLOR:COLLEGE BLEND FISERGUTTER G-90 TYP.ALL RETUR 7 PISERGLASS GUTTER .� OS.12.ZO1/ Y ggYggTEM. PPER STEP ltOH1S l l IO SECOND FIDOR DOMlNS S 7 6 © ® ill ALIGN FASCIA pq _—_—- _ _—_—_—_—_—_—___—_- - —----—_—- _ W _ W _ _ II Revision Date: MP OF WALL -------- ------------------ � 1 p�D�-p-O,�p-� 1 -_.__ ___ ____.___� M ___ _. _..._..._..___._ __ _ _ __ __ ____._ A 36 l 1 A 16._ __.__ c-•--1--+ _. 16 1 Y PRFZB 4T LARGE OVERHANG F _._ __._.-------------.__.----------------.------------------------ AZM-49 CROWN OVER 1X9 PADDED CROW OFF WALL TUCK 8 3 \ 4 / \ 5 SHINGLES SCREEN PORCH: a bER // \\ \\ SAYVUIES 366'11W�MN.4AHOGANY SIDING: SCREEN/STORM FRS -ABC PRE-DIPPED WHITE CEDAR BAYVU BAYVU BAYVU AYVU AYVU BAYVU BAYVU BAYVU BAYW HAYW PgMTED WHITE TO MATCH X SHINGLES.6'MA EXPOSURE 6'X&P 36"X85" 36"X85' "X85" 36"X85' 36"7L85" 36 XR5• 36"X85' 36"X85" 36"X85" TRIM COLOR COLOR:CAPE COD GREY OG. MAHOO. MAHW. `fAB00. MAIL MAHOG. MAHOO. MAHOG. A1AH00. WEAVE CORNERS \ / \ / SOLID AZEK TRIM BETWEEN DOORS AND brewing Title: CUBFLOOR O _pek- t4�_ FTR !_ _ _— OP�t. 6P�. P�O _PLO_ _ —_ _III 4ROUNO CORNERS _—_ _—_—_—_— �T�HI58ta nDaR 16. zZi -- — -- -- -- ---- - ----------- - ---------- East Elevation North Elevation WATERTABLE: I I Il i i -l3 --- 12 '-13 i- 13 i GRANITE STEP AT DOOR. � p< O f . AZM-6931 OVER 1X6 09 09 09 09 09 I LOCATIONS a'+'`r- b COPPER Z-CAP I I i 1� ® . ® I I ! 4•-0' AT HOUSE W-O• I 6'�6' SEE LANDSCAPE PLANS 0�' 1 -� I I ! a DrawingNumber: ILJ ® �. U I 16'-O' MASSADUUM 0/OF �� I I I I I I I I 1 I I I 1 I I I I -�-BACEM�—ETrt s1AB v — �� -=SRC - -____----�_ ___—__-_-=--_ ---_-__—__-_= -��r—===—LI--==—___===-�1='T=—==-_-___-__ -_ -05 05.12.2017 NORTH ELEVATION SCALE:1/4"=I'-O•' 2., FOR CONSTRUCTION 7 ��MAXIMUM ALLOWABLE PLATE HEIGHT ___. UTET HEIGHT ___ -- _--- -- - - --- - ------, . - II --- -- --- --- -- --- - --- - ---- ----- ---- --- - --- - ---- ---- John Qvorsack . u. • DRYER VENT 55Hq, __ _-______ _._..-_ .._._. -.__._____. .____ 1 1L. In 4iC NMI$urle u FURNACE VFNT 60 FURNACE VENT 7 ' 7\� A 7 7 - PO � 4 ..wv�=T�rcM1wcra in RZ.41.° BATH VENT G,4 pNn:3�'gaRn:ie!l ctn �'JN.�pifi WAlI(807T.CLO. ___ _____ _ _ _ BATH VENT V 1 I TOP of SHED wAu �— Owner&Property Location: _ WINDOW HFADEP— ._ .- ._ ._ ._ .. - -_ _ ___ _ ._.-___ _...__._.-_ ______ _. —_ __.12 BATH n � h 44 (49) 46 § $ 12 ® 12 ... 24 PI ^ 1 24 24 F r, 42 09 6 _ _ _ _—_ _ _—_ _— Z V1 _ -TOP OF __ �4 - ax't --_ _ —_ F -_- -_-- - - THERMATRU 32250-SDLLE M w lylrrntNy HEADER- --_- 1.1 1 33 33 DOORS 17 ND 19 ,.-_._._ __. _ _._ 9 1 W v ' W I FIREPLACE VENT ® FROM DEN/OFFICE BAYVU BAYVU BAYW AYVU �N j �m 17 SB 19 U MAHO "X&5" EE 36A=" O" M"X85" FOLD PDCECD FIXED. FO(ED O ©0 21 O _ _ _ _--__—_ ---_ _- -1t5Nt�fIDOR IB.YS _ TO FOUND 47..W _ ___ rT, GRADE 46.25 DRYER VENT 9INL SIM.i I_— OUT WATERT4BL �J J STEP FOOTING' 1�Dy oy _ _ o u in -) BILGO ULTRA 9ERIE9 — ---- ------------u DOOR WITH I I I I I I I F_—__� � I I �e•exrenslon. 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'I _ __..___._... indicated ereon orrepresrnted _ __..._ are owned by and remain the popeYf7oan Dvorsack Architect LL.0 SOLAR ARRAY Now of the designs,details,or ideas • - - shall be urdiwd by any person,fum 3 t - - 3 or corporation for my purpose except Dy 09 with specific written permission w'ALL(BOTT.CLG.J 57__ —_ ___- _—_ ___ _ _ _ ___ __-__ _ _—___ _—_— of John Dvorsack Architect LLC. r _ _ TOP OF SHED_WALL _ _. , _ _.._._.___._.__.__ ___._-_._ .......__..___ ___._. r ___ _._ ___ ___._ __._.._. __.-__ _..._.___ _._.___ NumbeI: - r- _ 1__ _ Project Y BRICK CHIMNEY W/2' RRICK: ORI CAP 16-152- Ul �y el BRK.K:MORIN WATeRSTRUCK COLOR:COLLEGE BLEND FRIEZE 4T LARGE OVERHANG Issue Date: h m y r' KITCHEN VENT ® ® © ® © AZM-49 CROWN OVER 4' 1X0 T THROUGH J013T9 PADDED 9/ OFF WALL. K L.TUC VENT DOWN OUT SHINGLES 05.12.201/ �7 Fs OF OVERHANG _ SECOND FLOOR i 7 —yye y���y'ED —___—_—_—_—_—_— Revision Date: 09 _ 09 __ _—_ _ _ LIGHT FIXTURES On 09 TOP OF WAll _ _ __ LIGHT BLOCK.SEE ARCH. �- AZM-49 FOR FINAL LOCATIONS,TYP. ___.__ WINDOW HEADER_ /a 4 ? \ 1 ] ---------------- BAYVU BAYVU BAYVU BAYVU 3MAXH0^. MAAx3. MAHOG. MAH00. 52� OPERABLE DOOR / CLOPAY COACHMAN INSULATED STEEL DOOR TR0171 ANSFER e(Pmt. POIBD PnrED pO® PANTED WHITE Drawing Title: _____ _—_ ____ PTO FOUNDM 47.00'51 Z—_ _ _—_____—_—_—_ ____ ' West Elevation 13 „ STOP GARAGE FOUR 1 1� I I Ir South Elevation I �--L I os I BELOW DOOR BILCO ULTRA SERIFS h .STEP FOOTING LL=——J bL ----= ------ ------ T m _ ———�. fe•ExrEnslon, 1 L—_—— _ ——_ ———_ ————- I I BI D AR Drawing Number: BULKHEAD DOOR WFTId O Hx 7WS� FNMImH BlSEMENT SIPB 'v a \\ •.I .. MALSAMOSEM � I L_ feOfING EL 3al]' _ _ ___,.L�—_—_� ___ - ______— —_—______.�— __—_—_—___—�_____—_—_____— _ J xa �h SOUTH ELEVATION SCALE: 4"=r oS.12.2,Ot7 2 FOR CONSTRUCTION( -0 c 17-6• 12-4• B_a• 6-O• Y M'-O' q,b. B'-11�' y 5,_6. Si. 0'H5�' y-0• ,.t�h..,.; ': 7 _ . John Dvorsack•�56%i1 ______4LLWABLEPLATE HQ GM .- -- --- --------- - - __-____ _________..__________-.___ __________ ___ _____ __ _________________._-__.____-_pgEf-i9 Ia,c PO 6o.129 MAIN RIDGE T 7 ` 4 pn..11,owcraecltam :a7`41.>=r5... F. 3 _ 09 . _ _—_—_— ; _ _m _ Owner&Property Location: C 1pM6RLL J _—_ _—_ —- TOP OF SHED WALL --_—_— _—_—_—_—_—_ y WINDOW NFAOER - _ _ -___________ ___.__ ____ _.______ ______ Y n STONE VENEER FLOOR TO - ' aN', P \ J r_l CEILING ON FIREPLACE. m r n •B �/ l 1 I SEE ARCHITECT FOR FINAL h EXTEND 4/42 2'-9t I W DRAWING yy�� Y }� TO MEET 7/A09 0 i ��2..� (q0 �/•. D✓. Y ROOF O.N. 9 210 H P7r< W W V 1 SHINGLE H HOUSE WALLS P�f]���6 A I -��tltl o1 p� TO MATCH HOUSE og CLOSE KF r� SECOND FLOOR—_ _—_ __.l-___ _-__ __- m SECOND FIDOR 'B 7 - 4 _ - '-- _ "� _—_ TOP OF WN.L_— TOP OF 4'V-GROOVE I ' iL CEILING-PAINTED _ ___ ___._ J� WINDOW HFADER._ 4 ._.._ ..._ - 6 --- _._ _ _ _ _- __.__._ _-._..._._ ..-.__.__._ 2-2X6 ON PLAT 1 1 _ _ Ij i p b 11 113 110 109 ________ 101 " Inn BOA DIMED 4'V-GROOVE S/4'X4 MIRANTE A P AV i _-_- -= m � 1"�'1 MAHOGANY DECKING 1 B6 7IY&W! 35 BS , BA'.9U GRILL DECK LAUNDRY PWDR HALL FOYER ENTRY OR ~~wy~" 1'$' 9'^4' 4'-6• F 9EE DETAIL O n MAHDO. MANoa. MAHOG. MAR0G. BROSCO STOCK 12 ---- I 14 MAH MANY SCREEN ________ U STORM DOORS 09 _ r.T� . FlRSI T.O.SUBROOR T. WOOD_ _ _ FIRST SUBFLOOR 4B.19I —_ _—_ 'o __ v _—_ —___—_—_ 2X10 P.T.N2.O.C. TO FOUND 47.00�__ !t 2X0 P.T.o1'O.C. I ______ _ 2X0 P.T.4H6.O.C. _ __ ___ _M PORCH FOUND 46.71' _ _— GRADE _4 _ _—_ _—___ DRAIN ROl1GH AVG. _ - _—_—_ ------------ ----------- - �/ I — I � 0 IQ- MEN,=11 ill- - -II-111- - - mr� err �mID�� -------- ° WTI I � ��fI - - ar r - b m -I m 4•MRAVBL OVER o m I 1_ P--i UNFINSHED BASEMENT ________ m o , ENTRY PORCH FOUNDATION SANDY EACKFILL _ L---J m B-X 0a YD'H W/206 BARS _4 CONT.Q BOTT.,AMC) —_— I I�� ________ I _ _—5 BARS COMT 36000 MIX FOOTING 2s6 BASEMENT SLAB BASEMENT SLAB Y — _ _ Y _ LL-_-- L---J -J --J I PORCH SECTION SCALE:1/4"=F-0" 1 BUILDING SECTION SCALE:1/4"=F-D" 12 as General Note: ---.__. MAxIMUM A1IDWABLE_P1ATE HQGM ._.... ..__ _. __.._.... _ _ - _.._____ _. _._. -_-------._ _..__ ... ____ _.___.. _____ _ 0 __ _ ._. .-_ ...__ _ _.___ ._ � "Y' THROUGH ROOF COIYT. _ _ 77PICAL ROOF SYSTEM: _ .. _ _.._ __._.._--- -_ Play i The drawingsend all id concepts.designs -- -- - TO DECK RAILING HT. .TAPERSAWN RED CEDAR indicated thereon or anted - � --- m WIDOW SECURE TO BEAM WITH ROOF SHINGLES repres SIMPSON DC40 POST x CEDAR BREATHOR are owned by and remain the BASE ITYP.OF 5) w 300 FELT UNDERLAYMENT, f John Dvorsack Architect LLC. 1XB P.T.JOISTS 18' --_ property o ____ ___ __ MAIN RIDGE HEIGHT _j- SAW___.�. L,N PLY-WOOD__.___..__.__________._____-.__.___.__.__... ___________________. PANEL NAILING 4'EDGE/1Y FIELD x 2X0/2X10 RAFTERS(SEE STRUCT.) None of the designs,details,or ideas 7 7 x CODE COMPLIANT SPRAY FOAM INSULATION TO RIDGE WITH shell be utili-d by any person,finn LT P T9 O A ER Tr,--,'INTUMESC@NT PAIHTIWHERE EXP.) orcorporation for any pmpos exeept 303 303 09 with specific writ=permission O A C Y NORTH ATTIC of John Dvorsack Architect LLC. T,O.MBR WAl1(BOTT.CLG.J (2)-4.75•%4.676•LVL _—_—_—_—_ _ _—_ -—_—_ -- -�- '—'-----' - - - - Project Number: TOP OF SHED_WALL _—___—_ _ _—_AMP _BSA_ _—_ _—___—_ —_ _—___— —_ -_-___ ___ ___._. WINDOW HEADER ____..._ _.__._._.._.-.___.___.-____._____.___._.._._._ TYPICAL EXTERIOR WALLS _ _QT TI x PRE-DIPPED N COAT) BARN DOOR I - SBC-WHITE CEDAR SHINGLES c] �y FINAL DOOR I 5•EXPOSURE.COLOR Issue Date: TBD CAPE COD GREY in x HENRY BLUESKIN VP100 F� 219 2I6 2 AIR 6 WEATHER BARRIER 7'I BEDROOM MAS M TH x 1!Y CD%PLYWOOD OS.1 ..017 L ego w 2tCLOSED CEL O.C. I a 4/2'FIBERGLASS TYP. Revision Date: SECOND FLOOR 4/Y GWB W/SKIM COAT —_ _—_— _—_—_—_ _ ---PCASTW SI40-STH-RRF3A—_—_—_—_—_—_ —_ MP OF WALL _—_—_—_ _ —_—___—_—_—___—_—___— n 'cx WINDOW HFMQ{ S_ECOID FLOOR SYSTEM:MAWHOUSE_ .......... 1 6 7' 2 xo 1. \ / x 6'•4•TQG JADVANTECH SUSFLT.I GIN R19 UNPACZD FBERGLASS INSUL. 4%6 SEAMS,PAINT w SK GWB ON 1X3 STRAPPING 046.O.C. b A av _ w SKIM COAT VENEER PLASTER I03 q 41 INTF VE G@ICING SMOOTH FINISH. YS 0 PAINTE FIRST FLOOR SYSTEM: _ T FAMILY ROOM gg�p ]04 x 14.876'EIYG.JOISTS(SEE STRUCTURAL) Ar F'V1ALD YLEIITBDG I n(BV/4'1 FLAK JACKET TRG ADVA--GHHEIRIS SUBPLOOR GD) DrawingTlde. —_ $_FiRSf SUgFIDOR 40.11, _—_—_—_ _—_x R-a0 FIBERGLASS INSULATION _—___—___ V fii�®EDOaR 1e.as i BILCO ULTRA SERIES _ __ _____________ _ _ _ Building Sections —_ TO.GRADE D 14_j__ y _—_——_ _ _ _—_—_—_—_ _ _—_—_—_—_—_—_ - - _ - _ _—_—_— AYG.CRAOE 46.25 _ BULKHEAD DOOR MRTH- 35 -I �—I--1 i � I- $IEaFA 4ROMir ��' - -�- MAIN FOUNDATION xw°rr-ovo f�.. ,I-,Ili- r 5 Drawing Number: ® 40' p,EV.4M o xa�s B GYM/RECREATION a -S AH�� i UNFINSHED BASEMENT CONT aT1,1/i�itl611 s FALMOMM M �T�Jr MIDSPAN OVER 24'X12- �� I f 1 6EBA S CONT.55004r MIX - 04 _ BASEMENT S(AB—_ '' �� 1 -i —{I VRO�OFING TO TOP OF FOUND. w�ADb -07 - i T-'�—_------ � os.t LONGITUDINAL BUILDING SECTION- BCALE:1/4-1' STR ' 3 FOR C0.�ISTRUC'TION h 09 - I 7 I ___ ____________ .._._ _ ______ _ x 15, __ ____ _____ _ _ _ ___ ________ _ ___ _ _. �� -k ---------------'2---- r ----- - --- 32-- --- '-"--- --- -- --- ---- - ---"-' '"--- _ '------ -.'_-------- ...--- --- ---- --'--- _._ q`76• 4`7`y ,, B e John Dvorsack J,:.....- i),I:c MAIN RIDGE_HEIGHT_.._____.. _ _ ____.___.______.._..._ _ _ ___._______ __________ CEDAR ._._______.._.____._. .._.... --.�i .. - _.x�TAPERSAWIY RED -p-dpUn rlyl,5une 2P J A RIDGES' ' x CEDAR BREATHER ]e• �" STRAP TIER i x 30•PELT UNDERL4YMENT. : TOGETHER < x 61WPAN L N PLYWOOD r mmm L..52G11 304 PANEL NAILING 4•EDGE/12'PELD 7 7 J 303 •i7y�7 x CODE2"/2X1O RAFTERS(SEE FOAM .) Al'E- "YY x CODE COMPLIANT SPRAY FOAM •r"r�N n x[wa s7 cot+h+fi INTUMESCENT PAINT WHE _ SOUT ATTIC \ / NOR ATTIC \ D9 x INSULATION TO RIDGE WITH BOTT.IX.G.J ST_—_—_—_ L— _.�—_—_�_ _ _ _ _ _ _ _ _�L_____ __ _L� _ _—_—_ _(—_RE E%P)__—_— V T- - �-—_ Owner&Property Location: TOP OF 2X40 CEILING JOISTS•16.O.C. - _ JOISTS•16.O.C. _ ___—_—_—_— —_—___ -— WINDOW HEADER.___.. _ _. ..__._t .12.._._ __.._. __ __._.._ _ _ _ _ ___________ ._-._ _ _-_ _ _ _ ___ _ ____ ________- 2X10 CEILING _ _ SECOND FLOOR SYSTEM:MAIN HOUSE 716 201 tv • 219 x 14'ENG.JOISTS(SEE STRUCT.) x 6/4'TEG ADVANTECH SUBFLR G+N • x 0'R-19 UNPAGED FIBERGLASS INSUL. BEDROOM STAIR HALL a mpg BEDROOM x 1/2'GWB ON 1"STRAPPING Wb'O.C, y 6 / DpJ•Q x SKIM COAT VENEER PLASTER OOO SMOOTH FINISH. I` I w ___—_—_ ___ E/1 L 12 MPOF WILL _—___—_ _—_ � _—_ YN _ _ ---- W ^( n 14'ENG.JOISTS•18.O.C. I� M __ _.____-------------------- /�/ I _TYPICAL EXTERIOR WALLS FIREPLACE VE T INTO m{ GARAGE SOFFgrT AND ry x PRE-DIPPED 11 GOAT) x�1` SSC-WHITE CEDAR SHINGLES rV/1, `••_( OUT THE 1VESTI WALL 103 • 6'EXPOSURE.COLOR OF THE GARA 101 � w p f FOYER R a D FAMII Y ROO CAPE COD GREY P ,�,�N Fyn x HENRY BLUESKM VP400 BARRIER V1 116 D BAYVU BAYVU AIR E WEATHER BARRIER DEN/OFFICE dly Mna00, MAHOO, :2X6 9TUDSL•WB oc. ❑❑❑❑0 �, X85' W-0' x 2•CLOSED CELL+ Qr 9 N _ _ ._ _ x IBEGLAS 2'GWS W/3XIM Pi= TEP_ SMOOTPI{SH 48.12) _ O —_—_ V O�fD RnOR 18.2e _ �77f`---1' � TO FOUND 47.00,) _ s. _—_ — _ _---_ _ ___ _—_ _ _ _ _ — - _—_ ___—_—_ __ 1�AVG.GRADE 40.25 _ _ _�—_____ ___ _ _ ____ __ _______—______ ^ I 14.675•ENG.JOLTS•1 90/N_ F- FBiST FEAOR SYSTE?M: h�! — x 14.676•ENG.JOISTS(SEE STRUCTURAL) ` v Jm—mIII—� • T — (WIT FLAK JACKET WHERE EXPOSED) —L— — I Z �yY N I h — x 3/4'TQG ADVANTECH SUBFLOOR G+N a Q ® -L Wy ® e�Y — x R-30 FIBERGLASS INSULATION Alt m in - UNFINSHED'ASEMENT OO a E-I �- Z �� GYM/RECiEATION m III!-II I1I JJT��1 LT BASEMENT FT. R SLAB: Ktl F I=�li= Ih�TI_II CCppNCRET FLppR gLA C-iIR ICI- .fl -II I rTl Oj x BVER 8 MIL APOR BARRII ! x 4'MECLOW CO GRAVEL BASE BELOW ENTITJE HOUSE SLAB L A J L--- - - BUILDING SECTION- CENTER OF FAMILY ROOM/ENTRY SCALE.'1/4°=P-0" 1 40'-O• WIDOWS W DECK CONSTRUCTION TYPICAL ROOF SYSTEM: MN%IMUM P110WPB1F PIATE_HEIGHT_ 6/4%4 MAN TASNY DECKING __. _ . _ _ _ ___.____ ___. _.._,_ .___________ _ ___.____ _ _ _ ___ ___._ _ 7e.25. _ _ _ .... __ ___ ._ _._ .. _.... .. _ _ __.. .. ;4 PT"PO 3 THIYt%iGFrRtSOF .._ _ General Note ___ TOWER PLATE MD�M __- •____ .. __ _ _ __31' _____ _.SN€LiTN¶'IG.-O_.S€ 21.G_BEANAS _ ._ .ii __ __ _____ _ _ __ _ ___ ._______..__ ___ _ __. x TAPERSAWN RED CEDAR .. ---.� ..ROOF SHIN ��ES x CEDAR BREATHER "30•'FEX PLY ERLAYNTENT.' The drawings and eB of the ideas, '[ x 6/8•COX PLYWOOD _.._ ___ �► 7B'-0'(F1EV.')5,25�__. ____. ____ _._ � 5 g6, 2'- PLASH POSTS THROUGH ROOF 9'-6' 4_7Fp q,_7S• — 11 x PANEL NAILING 4•EDGE/12'FIELD concepts,designs and plans _.j..__._____.___..____________ _________ ^1___________..________ If7�3LL _ ____.____. rart,ow8 b and—inntthe� 6/2XJO RAFTERS(SEE STRUCT.1 DE COMPLIANT SPRAY FOAM ATOR Ti5 R➢7GE 4MH f John Dvorsack Architect LLC. INTUMESCENT PANT(WHERE EXP.) I�P�Yo E7 rI���ZG r TYPICAL EXTERIOR WAILS 7IM i •r/pU 7l"" \ PRE-DIPPED(1 COAT) 304 �l 303 5 SBC-WHITE CEDAR 9HIIYGLE9 None of the designs,details,or id- EXTERIOR EXPOSURE.COLOR shall be utilized by any person,firm 1 // $GU aIaa ATTIC NG A C RAMER NOTE CAPE COD GREY or corporation for m =e x HENRY BLUESKM VP100 ypurposee pt _ALL FRAME with speciClc wriBen permission To AIR E WEATHER BARRIER ALL(80TT CLG J ALL GABLES __ of John Dvorsack Architect LLC. f _._______ __. ____ :,,, _.::_�.,III._rII.______.__._ ____-..__._._____ _.__ _a_`��.\\_•�\_.\.` _216E7B fiG C 21 01366 —_YP _ _.._ PfOJ6CE Num ber• 4-01 1/2'GWB W/SKIM COAT PLASTER SMOOTH PI19N 16-152-QU I in MR DECANY�ION'"/ 07 BMAHOG Issue Date:n 2J6BEDROOM BATH CLOSET G II \ \I I x 2X P.T.SLEEPERS MASTER BEDROO FULLY ADHEREDEPOM ROOF 3/4•PLYWOOD DECKING G+N 2X6 JOISTS PEORED Q5,1'Z,'L�l'� T 7,26•AT WALLTA T 6.6'ATFROM BEAM 'O SECOND FLOOR __ ——_ _— 8 _ -- Revision Date: TOP OFDF WALL 12 - -�---------- } _ -- CFILIWG PAINTED WINDOW HFA_DQt FIREPLACE,EIHT INTO _ _ �. _. .. .. _. _..._. m 106. ... OUT THE T WALL L� I SECOND FLOOR SYSTEM:MAIN HOUSE v4N OF THE GARAGE. I I x 14•ENG.JOISTS(SEE 9TRUCTJ T 115 1 2 113 1 1(yI PORCH® x 6/4'49 U FACEDADVAN FIB SUBPLR VISUL A a B/Y GWB ON 1X9 STT'REAPPOIG 01WO.C. tr GARAG LA D G I x SKIM COAT VENEER PLASTER m ® .�� ❑�„- STEP Ol1T H SMOOTH FINISH. FIRS❑ I WITH P BROSCOry9TOCK 6 FULL R STORMM DOORS.N/ __ I� FlR6i SUBROOR 18.1BI 5/4'X4 MIRANTE Drawing Title: «ION-46. _-_ _-_-_ - _— __ _ —_MXP5GAl�DEL"YIN---_—_- TO FOUND 47.00�__ - -_ _-_—_-_-_-_-_ ___—_ ___ __-______—_-__ - ___^___ _ - _—___- AVG.GRADE 48.25 _ FIRST FLOOR SYSTEM: Building Sections .44.876. ENG.JOISTS(SEE STRUCTURAL) I 4'GRAVEL (WITH FLAK JACKET WHERE EXPOSED) 3/4'TQG ADVANTECH SUSPLOOR G+N MAIN FOUNDATION x R-30 FIBERGLASS INSULATION T.O.W.ELEV.47.0 0 'pm ` 40'X W-4041 W1206 BARS SCREEN PORCH FOUNDATION EERED ARC Drawing Number: T CONT.TOP.BOTT.,AND �S ti/ g BASEMENT FLOOR SLAB: ® a MOSPAN OVER 24'X42• T.O.W.=FJEV,46.71' Qy6rrb,OVpe F� q CpNCR�TE FLppR g�qg TYPICAL PAD FOOTING(33001f MIX.) 6'X B•-8 4/2'H W/2.5 B4R9l9 x OVER B MIL VAPOR BARRIER 3B'X36'X43'W/4/tl5 BARS UNFINSHED BASEMENT O KEYED FOOTING W/24W 5 BARS CONY.9600tl M X CANT.E BOTT,AND p OO 55 x 4•MECH.COMP.GRAVEL BASE EA,WAY,Y OFF BOTT. 24'XIY KEYED FOOTING W/2»6 x _ -— —-— —-—- BELOW ENTIRE HOUSE SLAB OF FOOTING.(TYP). DECO IN SPRAY WATER-—' 6 BARS CONY.9800tl MIX-—-— BASEMEM SLAB `r PROOPII4G TO TOP OF FOUND, in A-08 - __—_— NG 1 SI _ 05.I.2.20 17 BUILDING SECTION- CENTER OF MASTER BEDROOMMINING SCALE:l�4" -0' 2 FOR CONSTRUCTION TYPICAL ROOF SYSTEM: TYREAL ROOF SYSTEM: x 7 TAPERSAWN RED CEDAR x TAPERSAWN RED CEDAR a ROOF SHINGLES TYPICAL ROOF SYSTEM: CEDAR BREATHER 11�• ROOF SHINGLES Z 2Z' Bj, x 90K FELT UNDERLAYMENT. x CEDAR BREATHER n TAPERSAWN RED CEDAR 22, 3' 6 SOK FELT UNDERLAYMENT. ROOF SHINGLES AZM-49 CROWN b AZM-49 CROWN ; A 1 n 6/6'COX PLYWOOD 62 CEDAR BREATHER 6 i PANEL NAILING 4'EDGE, PE:LD x PAN L N PLYWOOD a H PANEL NAILING 4•EDGE/12' x 900 FELT UNDERLAYMENT. COPPER DRIP EDGE COPPER DRIP EDGE x 2X0/2%1p RAPTER913EE 3TRUCTJ x 2Xe/2X10 RAFTERS(SEE ST x 6/B'CDX PLYWOOD John Dvorsack .ICCI-?t.?I.LC • :.•,.•.'.,-:.....:.'..., M AFTERS n CODE COMPLIANT SPRAY FOAM •.:•:'•• CODE COMPLIANT SPRAY P PANEL NAIL GE/12'FIELD x INSULATION TO RIDGE WITH :; •' DLATION TO RIDGE WRH x CODE2X8/2X10 R (SEE FOAM ) INTUMESCENT PAIryT(WHERE EXP.) ''•:•:,-;�-•• 12 x INSULATION PAINT(WHERE x CODE COMPL SPRAY FOAM (7 '•:'• )J� )7 x IrygUK7 TO RIDGE WITH wGM. H Sure iP. "off' SOLID BLOCKING -°C'f� 7 INTUMESCENT PAMT(WHERE EXP.) nm �m BETWEEN RAPTER9 SOLID BLOCKING AS PER CODE(TYP) BETWEEN RAPTEER9 1%0 AZEK RAKE 1%B AZEK RAKE fa naurc.41LSA4 AS PER CODE ITYP) COPPER DRIP EWE ITY% Ppr IH SIMPSON H-26A SIMPSO„H-2bA OVER R AND WATER SHIELD femur,1,45'J]VI EACH RAFTER TYP. EACH RAFTER,TYP. .: To WALL _ 1%9 AZEK 9UBRAKE 1X9 ercK SUBRAKE q'<Ilaj,,`ter a COPPER DRIP EDGE `'�+ '+q COPPER DRIP EDGE . ,/+ +\� Owner&Property Location: AZM-49 AZEK GROWN Up _ A OVER 1X0 ^ AZM-49 -R49�AZEK CROWN + r 1X9 FRIEZE COPPER+ 1*�+ \ RETUR„UP RAKE! 1%3 FRIEZE + �y+ COPPER CAP 6/4%6 HEAD CASING v a + AT THIS LOCATION AT T HEAD CASING + + +/ TUCK UNDER 4X3 AT THIS LOCATIO„ / ++ir+ AROUND CORNER GUTTER RETURNS TUCK UNDER 1%3 ++,./++ ANDER9EN WINDOW ANDERSEN WINDOW MFG,ADIREEC AS P TIVESER INSTALLED AS PER MPG.DIRECTIVES 411 SHED DORMER EAVE SCALE: 1 1/2•• T-0- 1 TOWER EAVE SCALE: 11/2' • 1'-0 2 ROOF INTERSECT SCALE:3'• 1'-0' 131 SMALL RAKE SCALE: 1 1/2' = 4'-0' 4 w^ \ •:,\ FIBERGLASS G-90 \ \\ ANDERSEN WINDOW _ FIBERGLASS GUTTER \ \ INSTALLED A9 PER SYSTEM.COPPER M \ MFG.DIRECTVE9 TYPICAL ROOF SYSTEM: W/PYRPOST mAL GAPS DOWNSPOUTS ` I^ \ AZEK AXM-6990 12 TO MATCH WHITE LARGE 42EK AZM-49 OVER W�1 x TAPER AWN RED CEDAR u \ = HISTORIC 91LL •� I ROOF SHREATH tAS.PAD OFF ^ r , \ 24 x CEDAR BREATHER 1�1 �j \ 1X AYFK SKIRT V x 90K FELT UNDERLAYMENT. WALL 9/4' \ DOWN OVER ROOF x 6/6'COX PLYWOOD MTEX HAMPTO„RAILING f4 PANEL NAILING 4'EDGE/12'FIELD AN ry GLIDING SYSTEM PAINTED WHITE rT, V1 1�� V1 x 2X0/2%10 RAFTERS(SEE STRUCTJ PA R TO MATCH TRIM I 1 / � \\ I GLUE AND NAIL RS x CODE COMPLIANT SPRAY FOAM wNj `�/ JACK RAFTERS TO WALL LARGE RAKE/RETURN '',GALE: 1 1/2'• 1'-O° 5 x INSULATION TO RIDGE WITH AND NAILER �i�, INTUMESCENT PAMT(WHERE EXP.) F FLOOR L BM FULLY ADHERED UGTURAL EPDM ROOF OVER 9/4' \ 6' W O.C. HR SCREWS •'••" O •16.O.G.THROWN SOLID BLOCKING PLYWOOD DECKING GIN \\ [—BETWEEN S PIER CODE(TTF) a n RAFTER,AND I �9 INTO WALL STUD Y:.••::;�:: � \ 2, 2X6 M ISTS715' TAPERED SPECIAL SEAT CUT \ •0 2X10 CONT.„ABLER • TOO6.6�AT EDGE AT ALL 7 SECURED WITH LL005 PA L SHMG "4 LEDGE •16.O.G SIMPSON H-2 5A 6/4'X4'MIRANTE MAHOGANY 3 Ir•'''"_`!1 \ STAGGER TdB EACPLYH BAITER,TYP. 6/4 K KICK DECKING ON TAPERED �g \ \ P.T,SLEEPERS "$• M \\ PLATE, 6D ea AT TOP SECOND FLOOR — _ --1—_-- 2 SECOND FLOOR N w —-- ——-- ed SECOND FLOOR — - —— sz^ MCLR �----- 01 1X6 AZEK SKIRT 2X ARCH BLOCKING - ., _ .,•..; GALV.JOIST • I DRIP EDGE ORIF EDGE,TYP. HANGER I r. ALIi6„ 2X6 OV1'R GGER9.TYP. AL176N 2X6 OUTRk�RS,TYP. I SEE 3TRUCT. .•ya \ 1X9/1X6 FASCIAFflNTT _ T.O.WALL PLATE T.O.WALL PLATE \ T.O.WALL PLATE FIRST FLOOR HOUSE = FIRST FLOOR HOUSE _ = FIRST FLOOR HOUSE - - I s - - PIBERGUTTER G-90 2X6 CONT.NAILER THIS TRIM 4LIG„S FIBERGLASS GUTTER -SECURED WITH LL006 WRH LARGE OVERHANG = s s AZM-49 CROWN LLA GE FRIEZE LARGE FRIEZE (DETAIL 7/A-09) SYSTEM.COPPER LEDGGER T 0'O.G. AZM-49 OVER AZEK AZM-49 OVER DOWNSPOUTS STAGGER T6B AZM-49 CROWN OVER PORCH OVERHANG PO1X0.PAD OFF 4X0 FR�7-E.TYP. L 3/4' WALL 3/4' LARGE SOPFR TYP. 4'VIxROOVE CEILING AZEK BEAD BOARD PAINTED,TYP.-1'-4 (V-GROOVE DOWN)OVER General Note: I 2 1/2'COX PLYWOOD _ SHM RO AS NEEDED = 1'-11• 1'-11' A„DER9E„TRANSOM 92 AZM-e934 RAMS CROWN TYPICAL EXTERIOR WALLS INSTALLED AS PER ro AZM-93 SCOTIp, The drewi9gs end all of Bw ideas, I x PIT SBC-DWHEE (I COAT) MGLE9 MFG.DIRECTIVES b'EXPOSURE.COLOR P concepts,designs and plans PANTED INTERIOR indicated thereon or represented CAPE COD GREY o- AZEK TRIM arex HENRY BLUESKIN VP100 ` property of John Dv suck Architect LLC. AIR R WEATHER BARRIER x 1/2'COX PLYWOOD STRUCTURAL5_1x 2X6 STUDS•16'O.G LVL ON FLAT None of the designs,details,or Ideas 9 1/2'FIBERGLASSutilized TYP. 22' 4d' 21' shall be by my Person,firm x 4/ 2'GWB W/SKM COAT 2 2 or curpomion for any purpose except PLASTER,SMOOTH FINISH s3v 4/2'COX PLYWOOD with specific written permission 1%AZEK TRIM of John Dvorsack Architect LLC. FIELD BUILT nx FRAME/DOOR e Project Number: FRAME/STOPS LARGE EAVE AT WALL SCALE:1 1/2•• T-C 161 LARGE EAVE SCALE:1 1/2'• 1'-01 171 MASTER BR DECK DETAILS SCALE: 1 4/2°= T-0• g 16-152-QUIaN Issue Date: TYPICAL ROOF SYSTEM: COLUMN PLAN x TAPERSAWN RED CEDAR TYPICAL EXTERIOR WALLS SCREEN BUILT R 05,12.201�7 / ROOF SHINGLES x PRE_DIPPPD 14 COAT) FRAME/STOPS n CEDAR BREATHER I SBC-WHITE CEDAR SH14GLBS ENTRY PORCH DETAIL SCALE: 1 4/2' - 1`0• 9 Revision Date: n 304 FELT UNDERLAYMENT. 6'EXPOSURE.COLOR 9'-O'n7'•1'BROSCO x 6/6'CD PLYWOOD CAPE COD GREY STORM DOOR PANEL NAILING 4'EDGE/42'FIELD x HENRY BLUP_9KM VP1pp x 2X10 RAFTERS(SEE STRUCT.) I AIR 6 WEATHER BARRIER PANTED AZM-93 SCOTIA 6/4'X4•MIRANTE I x 1/2'COX PLYWOOD 1 211 _ BV '•� 62' 112' x 2X6 STUDS 0 4W O.C. 1'-6' MAHOGANY DECKING _ x CELL 3 4/2-FIBE RGLASS TYP. jots T.DECK ,.f' FA MGUI _ SECOND FLOOR P. a x TE W/SKIN COAT jots •1Y O. likkaskCHUSEM PLASTER.SMOOTH FINISH 8 BOARDS 6%6 P.T.POST AZM-164 BASE CAP 6 SIMPSON H-16A °i` FIRST SUBFL '�" FIRST SUBFL BEYOND(C16) EACH RAFTER'TYP. - ---- ELEV. I&IS ELEV.a8.I9' ----- - _—_ FIRST SUBFL - y i ELEVT4E�19TL----- --- i --- 1X3/4X6 FASCIA WATERTABLE: — ELEV. .P.T. ---- 41 I 6/4%10 AZEK ALIGN WITH 7/A-09 :.•: BETWEEN"A"POSTS AZM$991 OVER 1X0 R LH nJ ——— COPPER Z-CAP •' 2%6 P.T.RIM GONT. /' Drawing Title: -- COPPER rr0 FLASHING AROUND 6X6 POSTS 7 _ _ 2 is t` 9' WATERTAB BeronD tr DRIP FOGS.TYP. ————— — TYPICAL WATERTASLE Q 2X6 P.T.SILL PLATE W/2 ROWS BD K4'. —�_--- TOP JOIST W/TOP 3 ' •-rc I I I BOARDS/TR = T.O.WALL PLATE PLATE,6D 04•TYP. r o �n„O9CAPIM PLAN Details FLOOR HOUSE T.O. FOUND GALVANIZED FIBERGU-rTER G-90 T.O. OU J019T_HANGER T.O. FOUND o J SEE LANDSCAPE N FIBERGLASS GUTTER _—_ .i �. & l 2X4 T.BLOCK GRADE 7Y gT�t•1 .—_—.— ELEV.47.0-- PLAN FOR FINAL N DOWIYSPWi9PER %O �' Ip@{ °`0 Iy� LARWIGYES FRIEZE o W I I TERMRE SHELD yl .. ° I 1 --. —_—. _ _— BETWEEN POST —,I 1'-2' W 2%10 CONT.P.T.„AILER PORCH FOUND BEYOND Ip AZEK AZM-49 ss OVER SILL SEALER ss 1 SECULEDCRED WITH L-006 d.d ELEV. 46.711 DraWingNumber. Z I ED GRADE E I. STAGGER TIM 6.O.C. °O...i O. BOARDS BE ON a e I LEV. 46.33' ;. — 6/B'DIA.ANCHOR BOLTS — a e,.O` — W/WASHER PL 4/4'X3'X9' - -° SPACED O 3.'O.G MAX. ° —I —I °GONG PAD FOR • s. 09 12'MIN.FROM CORNERS 4'GRAVEL BASE a9R S OVER SANDY BACKPILL .° J05.12.2017 SCREEN PORCH EAVE SCALE: 4 4/2' -0 1101 WATERTABLE SCALE: 4 4/2"• 1'-0 11 DECK CONNECTION SCALE: 1 1/2' • 1'-o- 12 SCREEN PORCH EDGE SCALE: 1 4/2• • 4'-0 13 ENTRY PORCH EDGE SCALE: 1 1/21• 1'-0 14 FOR CONSTRUCTION G L " EXTERIOR DOOR&WINDOW SCHEDULE SLAB SLAB SLAB SLAB k *w MARK DESCRIPTION MODEL NUMBER ROUGH HEADER COMMENTS John Dvorsack `+n,4'::a I.hc HEIGHT sr.,Nw IMio c:.v Ortaaw r.lnka Sane;} FLOat Fame k:oxnao B11 B6 STANDARD BASEMENT WINDOW BY FOUNDATION PC .InCONTRACTOR Farnmt.µ>U'kl BZ B3,54 ANDERSEN A SERIES AWNING AANS028 7'--- ABOVE FLOOR SLAB awltlrrcny,cl;nm "Wi-»]t. •VnnP'aa[rJEo xri 3616', B8 THERMATRU SMOOTH STAR FIBERGLASS DOOR 8220 6'-10 F"T Fq Owner&Property Location: 01 ANDERSEN 4 SERFS DOUBLE HUNG ADN21054 7'-2 1/2' EXTERIOR DOO OR R IIISIMPSON PAIN YGRADE ALIGN HORZONTAL SHORT FRACTIONAL WITH WOOD DOOR,7/6'9DL 02 ANDERSEN A SERIES PICTURE APW6484 SHORT FRACTIONAL T-2 1/2• HORIZONTAL MULL OF UPPER SASH OF UNIT 01 4 03. WOOD THRESHHOLD SUBMIT ALIGNMENT SHOP DRAWING FOR APPROVAL H S 03(T),04 ANDERSEN A SERIES DOUBLE HUNG ADH21054 7'-2 1/2' UNIT 3 TEMPERED F lr ROGUE VALLEY OR SIMPSON ENTRY DOOR WITH DOOR SLAB 3B'X80',SIDELIGHT SLABS STAIN GRADE MAHOGANY DOOR FRAME AND - C� OS SIDELIGHTS AND TRANSOM.SEE DRAWING THIS 16%50',TRANSOM SLAB 76•X1&1- 8_4 THRESHOLD.SUBMIT SHOP DRAWING FOR APPROVAL Q SHEET w 06(T1,07,08, FACTORY MULL UNIT N 09 ANDERSEN A SERIES DOUBLE HUNG ADH24054 7'-2 4/2' UNIT 6 TEMPERED OPERABLE LEAF OPENS 1B0 DEGREES TO LAY ON V1 ALIGN HORIZONTAL SNORT PRAGTIONAL WITH FIXED LEAP,SET UP FOR 10 ANDERSEN A SEIZES PICTURE APW5454 SHORT FRACTIONAL 7'-2 1/2' HORIZONTAL MULL OF UPPER SASH OF UNIT 09 a 11. 2X4 WALL AND USE E,J, t�'1 SUBMIT ALIGNMENT SHOP DRAWING FOR APPROVAL I....I MI 11 ANDERSEN A SERIES DOUBLE HUNG ADH21O54 7-2 1/2' 12 ANDERSEN FIXED ROUND WINDOW CIR30(DIRECT SET) 6'-6•ABOVE PORCH FLOOR 4 PANEL(OXXO)FRENCH DOOR 4X LOW PROFILE OAK SILL,DOOR SLABS AND PRIME 13 ROGUE VALLEY OR 9MPSOM ENTRY DOOR (36'X64� 7'-1 1/Y PAINT GRADE,SEE ELEVATION DRAWING THIS SHEET. SUBMIT SHOP DRAWING FOR APPROVAL 14 ANDERSEN A SERIES DOUBLE HUNG ADH3448 &-o• LIGHT PATTERN 8/1 LOW PROFILE WOOD THRE3HHOLD 45.46 ANDERSEN A SERIES DOUBLE HUNG ADH2848 0'C I.ay 17 THERMATRU S2250-SDLLE 32'X80.8 LIGHT W/PANEL 6'-10 1/2' r GLASS 6 LIGHT WITH PANEL, 9DL SUBMIT SHOP O a' DRAWING FOR APPROVAL 18 ANDERSEN A SERFS AWNING AAN21028 6'-40 1/Y v` w GLASS B LIGHT WITH PANEL,a SDL.SUBMIT SHOP DINING ROOM DOOR (#13) SCALE:3/4°=1'-0" 2 a ^mil 19 THERMATRU 82250-SDLLE 32'X6O'S LIGHT W/PANEL 6'-10 1/2' DRAWING FOR APPROVAL 20,21 ANDERSEN A SERIES DOUBLE HUNG ADH24054 SU 1/2' ABOVE FIRST BFLOOR CoRAY COACHMAN SERIES INSULATED GARAGE ZZ.29 9'-0'WX7-6'H(SEE ELEVATON) 7'-6•+-(CONFIRM W/MPGI SUBMIT SHOP DRAWING FOR APPROVAL L..^^ 24,25 ANDERSEN A SERIES PICTURE APW2424 7'-2 1/2' 10`• 10 ' 10 'Q Q� O Vl 815C 26.27,28 ANDERSEN A SERIES DOUBLE HUNG ADH21060-ADH21050-ADH21060 6'-10 1/2' 2X6 STRUCTURAL MULL BETWEEN UNITS 29,41 ANDERSEN A SERFS OVAL AOVLD3020 101-6' N' 6 1 � 30.33 ANDERSEN A SERIES AWNING AAN 21028 6'-10 1/T N 31,32 ANDERSEN A SERIES DOUGLE HUNG ADH24048-ADH21048 6'-10 1/2' 2X6 STRUCTURAL MULL BETWEEN UNITS [I ^� General Note: 3BlIT699 T197' ANDERSEN A SERIES DOUBLE HUNG ADH24060 &-10 1/2' UNIT 38 Q 39 TEMPERED 40 ANDERSEN GLIDING PATIO DOOR FWGD 1410611-3 61-11' Y 3 The drawings and all of the ideas, ao concepts,designs and pleas indicated thereon or represented 4Z 43M ANDERSEN A SERIES AWNING AAN 21025 6'-10 1/2' UNIT 43 TEMPERED m art owned by and remain the property of John Dvorsack Architen LLC. 44,46,45 ANDERSEN A SERIES PICTURE APW 2824-APW2824-APW2524 &-10' 2X6 STRUCTURAL MULL BETWEEN UNITS None of the designs,details,or ideas 47,48.49,50, ANDERSEN A SERIES DOUBLE HUNG ADH2648 &-10 1/2' „ shall be utilized by any person,fum 81 a or corporation for any purpose except 52 ANDERSEN A SERIES DOUBLE HUNG ADH21050 6'-10 1/2' with speck written,permission of John Dvonack Architect LLC. 53 NOT USED 64,55,56 ANDERSEN A SERIES DOUBLE HUNG ADH21060-ADH24CSO-ADH21060 6'-10 4/2 2X6 STRUCTURAL MULL BETWEEN UNITS Project Number: 67.Be,59 ANDERSEN A SERIES DOUBLE HUNG ADH21060-ADH21050-ADH21060 &-10 3 2X6 STRUCTURAL MULL BETWEEN UNITS 16-Is2-QUI 6o ANDERSEN A SERFS OUTSWING PATIO DOOR FWHODS46SAR 6'-8' RETRACTABLE SCREEN 1'HS' 9'-0' T-6' Issue Date: SIDELIGHT DOOR SIDELIGHT 51,62.63 ANDERSEN A SERIES PICTURE APW4524 16'-1'ABOVE SECOND SUBFLOOR SLAB SLAB SLAB 05.12.2017 GULDM FRONT ENTRY DOOR SCALE:3/4"=1'-0" 3 Revision Date: G1 CDOOR COACHMAN SERFS INSULATED GARAGE W-CIWX7'-6'H(SEE ELEVAT'ON -7'-W SUBMIT SHOP DRAWING FOR APPROVAL G2,G3 THERMATRU 32250-SDLLE 36•X60'12 LIGHT W/PANEL 6'-40 1/2' 9 GLASS 12 LIGHT WITH PANEL,k GRILLS.SUBMIT SHOP DRAWING G4.Ga.G6 ANDERSEN A SERFS AWNING AAN 2824-AAN2824-AAN2824 7'-2 ABOVE FOUNDATION 2"STRUCTURAL MULL BETWEEN UNITS G7,GB ANDERSEN A SERIES DOUBLE HUNG ADH21050 7'-2 ABOVE FOUNDATION G9,G10,G11 ANDERSEN A SERIES DOUBLE HUNG ADH2O48-ADH3648-ADH2O45 &-7 2X6 STRUCTURAL MULL BETWEEN UNITS ANDERSEN WINDOW SPECIFICATIONS: G12,G13,G14 ANDERSEN A SERFS DOUBLE HUNG ADH2844-ADH28M-ADH2644 6'-10'A00VE SECOND 2X6 STRUCTURAL MULL BETWEEN UNITS 9UBFLOOR 1, ALL WINDOWS AND DOORS SHALL BE ANDERSEN A-WRFS-PERFORMANCE GRADE. G15 ANDERSEN A SERFS DOUBLE HUNG ADH2844 V-7 2, EXTERIOR CLADDING SHALL BE WHITE CONFIRM WITH OWNER AND ARCHITECT PRIOR TO PLACING ORDER. 6'-1CY ABOVE SECOND S, ALL WINDOWS AND DOORS SHALL COME WITH PRE-PRIMED PINE INTERIORS Drawing Title: G16,G17,Cr/8 ANDERSEN 4 SERFS DOUBLE HUNG ADH2B44-ADH2644-AON2944 2X6 STRUCTURAL MULL BETWEEN UNITS q, RILLS SHALL BE 7/8•FULL DIVIDED LIGHT WITH SPACL'R BARS. SUBFLOOR 6 GLASS SHALL BE LOW-E4 SMART SUN.. 6. DOOR HARDWARE SHALL BE NEWBURY IN OIL RUBBED BRONZE HINGES ORB. Exterior P01 THERMATRU SMOOTH STAR FIBERGLASS DOOR 8220(32•X80') 6'-10 INSWING WITH KEYED ENTRY CASEMENT AND AWNING HARDWARE SHALL BE TRADITIONAL FOLDING IN WHITE. DOOI&WindowP02,P03 ANDERSEN A SERFS DOUBLE HUNG ADH2640 6'-10 DOUBLE HUNG LOCK AND KEEPER SHALL BE TRADITIONAL IN WHITE.CONFIRM SELECTION WITH OWNERS. t' 7, PROVIDE SCREENS FOR ALL OPERABLE WINDOWS AND DOORS- Schedules PO4 THERMATRU SMOOTH STAR FIBERGLASS DOOR 8220(361X801) 8'-10 t' OUTSWING WITH KEYED ENTRY GENERAL NOTES: acRmr 1 SUBMIT SHOP DRAWINGS FOR UNITS NOTED ABOVE IN THE COMMENT LNE, MACA4 2. SUBMIT WINDOW ORDER TO ARCHITECT APPO PRIOR TO 301,303, ANDERSEN A SERFS FIXED TRANSOM OVER 3. CONFIRM LOCATIONS REQUIRED TO BE TEMPERED L PLACING )�awing Number:MPEREDVBYTHE CURRENT BUILDING CODE PRIOR TO PLACING THE ORDER. O F 906,906, (2)-36'X75'STOCK BAYVU MAHOGANY STORM/SCR SECTIONS STORM/SCREEN ATF6416 SEE SECTNS 3y '1 MpVpe,�F� 342 SOB,511, COMBINATION DOORS SET IN FIELD BUILT FRAME 1N5ER3EN A BE RI-3 FIXED RA= OVER WvM S02,SO4, (1)-36'X7W STOCK BAYVU MAHOGANY ATF3316 SEE SECTIONS F&LORI1 '^ 509,340 STORM/SCREEN COMBINATION DOORS SET N PFl-0 ^ ti 0 BUILT PRAMS --ee AIII OFN"\ I 05.12.2017 EXTERIOR DOOR &WINDOW SCHEDULE NTS 1 WINDOW AND DOOR NOTEW NTS 1 FOR CONSTRUCTION L INTERIOR DOOR SCHEDULE RX00230 John pvarsack'':`t.?)+r,'+: L.(.c DOOR# ROOM LOCATION MANUFACTURER SIZE(WXHXTH) MATERIAL DOOR STK:-KING/ PRIVACY LOCK COMMENTS �rIN _�.amiutl o°+a STYLE PANEL rvgnlaa Nall,Seize iF �m 11F nlSf9 GROUND FLOOR "PO%.1N Fxn[auln 1µ,1:yi1 002A GYM/RECREATION 002 TR PUSTILE OR 3'-O•X6'-6'X1j PAINTED MDR T32020 OG/C NO APROVED EQUAL u..w 11-�rtc[M[I cer.. ,ig.aii.9tilli 03A BATH 009 2'- XB'-B'X1a PAINTED MDP YES 31s 0 6' nc"p.rer:lecicm ,:fc.�.✓l.•.tf •� 2 FIRST FLOOR rA � QN GWncr a4L Property Location: TRUSTILE OR 2L6•X6'-6•X1}POCKET CROWN A" Cn 402A STAIR DOWN 102 APPROVED EQUAL DOOR PAINTED MDP TS2020 OG/G NO c 104A DINING 104 �OXR7' Alt BARN .WALNUT VG4030 O VE NO OWNER-CONFIRM WOOD SIPS WITH 2 110A POWDER 110 DOOR-e'Mt POCKET PAINTED MOP TS2020 OG/C YE9 r � 111A CLOSET 111 PAIR 2'-WX6'-6•X1 NO U �( 112A MUDROOM 112 2'-B'X6'-e'X1}(20 MN.I E KEYED TO HOUSE WEATHERSTRIPPED 113A LAUNDRY 113 • . DOOR TRY X1}POCKET . . NQ 1X4 S4S 146A DEN/OFFICE 116 2'-O'Xr-O'X1} YES t :i::�: L 117A CLOSET 117 ' ' X-6•Xr-11X1} t1Q © CASING TYPE "A" Q 119A BATH N9 X-6•X7'-O'X1} ' YES CASING TYPE "B" © HEAD CASING TYPE "A" Q a ° ONLY (1X4 AT TYPE "B") vs W 120A CLOSET 120 2'-6'X7'-0'X1} 3a U / SECOND FLOOR STOOL a �� 202A LINEN 203 TRUSTI O APPROVED EQUAL 203A BEDROOM 209 ' • 2'-S'X6'-W X1} YES w\ 204A CLOSET 204 2'-WX6'-B'X1} NO c h+•y N I.) 205A CLOSET 205 2'-6'X6'-6'X1} NO 206A WASHER/DRYER 206 PAIR 1'-0'X6'-6'X1} • ' ' NO 207A BEDROOM 207 ' 2'-8'X6'-W X1} • YES V 1 208A BATH 208 2'-8•X6'-S'X1} YES (�] 209A LINEN 209 1'-6'%6'-6'X1} NO IT APRON 210A CLOSET 210 r-6'X6'-B'X1} NO C4 241A READING 211 ' 2'-6'X6'-8'X1} YES I•v^�y�1 242A CLOSET 212 216%&-B'X1} ' NO 243A TOILET 248 Y-6•X6'-8 •X1}POCKET YES DOOR 244A BATH 214 2'-6•XW-e•X1} YEs General Note: 2146 LINEN 244.1 PAIR 1'-6'X6'-B'X1} NO SEE SECTION 3/A-07 POP ELEVATION VIEW OP THIS DOOR The drawings and all of the ideal, 246A MASTER BEDROOM 246 PAIR 2'-4'Xr-O'X1}BARN PANTED MOP VG4030 V�COvr NO concepts,designs and plans DOM PROFILE - OD ROOM BASE TYPE "A" ® ROOM BASE TYPE "B" ®TYP. WINDOW SILL indicated thereon or[ep—mted 218A CLOSET 245 PAIR 2'-O•X6'-6'X1} PAINTED MDF TS2020 OG/C NO ere owned by and remain the property of John Dvorsack Architect L.LC. 249A BEDROOM 219 2'-8'X6'-0'X1} YES Now of the designs,details,or ideas at 220A BATH 220 2'-e'X6'-0'X1} YES TRIM PROFILES scALE,FULL.SIZE 2 shall rp ratti n f by any purpospersone x or corporation for any purpose except GARAGE BUILDING with specific wri[ten peroussion of John Dvonack Architect LLC. G202A BATH GT02 TRU jlI E OR 2'-6'X6'-S'X1}POCKET PANTED MDP T82020 OG/C YES .�.< [� APPROVED EQUAL DOOR TYP TYP. Project Number: nnm vnam 114•PARTING ROW G BEAD v 16-152-QUI a®xmLe NOTE HEAD CASING M�� ON CLOSET SIDE OF CLOSET DOORS Issue Date: SHALL BE 1X4 348 ONLY 05.12.2017 TYPICAL-DOOR PROFILE 32• 32a Revision Date: A II TYP. TY .A-II Drawing Title: O TYP. TYPICAL DOOR BARN DOORS Interior Door TS2020-OG-C VG-4030 Schedule 0�1E Aqr�/f. 32° 32' 'IlV PE9 r„eVp� = Trim Types w 31T65�fj[ INTERIOR DOOR SPECIFICATIONS: $aussenesEM Drawing Number 1. INTERIOR DOORS SHALL BE TRUSTILE MDF DOORS OR OWNER APPROVED EQUAL O-• a, A. STYLE AS NOTED B. PANEL:PLAT PANEL TYP. N C STICKINGOG(REVERSE ROMAN OGEE) D. HINGES:BB.SQUARE EDGE,FINISH SELECTED BY OWNER I.- HARDWARE EMTEC-SELECTED BY OWNER A- 11 05.12.2017 INTERIOR DOOR SCHEDULE NTS 1 DOOR/WINDOW TRIM ELEVATIONS SALE:,"=l'-0' 3 FOR CONSTRUCTION ROOM FINISH SCHEDULE — BASEMENT GARAGE BUILDING fr ROOM a ROOM NAME FLOOR WALLS CEILING ROUGH BASE CASING TYPE GROWN TYPE COMMENTS ROOM M ROOM NAME FLOOR WALLS CEILING ROUGH BASE CASING TYPE CROWN TYPE COMMENTS f� CEILIHT. TYPE _ CEILI G HT. TYPE 001 BASEMENT STAIR PAINTED WOOD PAINTED PLASTER PAINTED PLASTER VARIES TYPE'S' TYPE'S' N/A G1O1 STAIR OAK TREADS AND : z TREADS AND RISERS PAINTED RISERS PAINTED PLASTER PAINTED PLASTER VARIES TYPE'A' TYPE'A' N/A OAK HANDRAIL 002 GYM/RECREATION CARPET PAINTED PLASTER PAINTED PLASTER 9'-0'.- TYPE'S' Type•B- N/A SOFFIT FOR HVAC AS REQUIRED G402 GARAGE SEALED CONCRETE PAINTED PLASTER PAINTED PLASTER 8'-6 t.- TYPE'B' TYPE•S' N/A John Dvorsack: c Itc FUTURE BATH DEEP HDO S L IT BOOK s'H ICw p�uY CONCRETE HARDWOOD(SEE 009 FUTURE SA � v G204 OFFICE NOTE a7J PAINTED PLASTER PAINTED PLASTER W-7?.- TY-'A' TYPE•A' N/A SHELVES BELOW.BUILT IN PILE H.;nt�r u4n.sline ia. 2 COATS OF DRY CABINETS.RAILING SYSTEM TO patn.wn•L:dt:+J 004 UNFINISHED BASEMENT CONCRETE MATCH THE MAIN HOUSE MASONRY PAINT HARDWOOD(SEE BUILT IN SHELVES ABOVE!THE G201 HALF BATH NOTE a1, PAINTED PLASTER PAINTED PLASTER 7'-T TYPE•A' TYPE•A• N/A F nw•I.J TOILET ROOM FINISH SCHEDULE — FIRST FLOOR ROOM FINISH NOTES: •Pnn�lsvccn«r.ac+ -:r.,.�u+aro. ROOM a ROOM NAME FLOOR WALLS CEILING ROUGH BASE CASING TYPE CROWN TYPE COMMENTS CEILN H TYPE 1. HARDWOOD FLOORING SHALL RIFT AND QUARTERED WHITE OAK 4'-8'LENGTHS,6/4'THICK(CONFIRM WITH OWNERS). 400 ENTRY PORCH 6/4.4 MIRANTI N/A PANTED 4• 9.-6•.- N/A N/A AZM-49 SEE BUILDING SECTIONS Z SEE DRAWING Z/A-44 POP,TRIM TYPES. ALL TRIM SHALL BE PAINT GRADE POPLAR OR APPROVED EQUAL. Owner&Property Location:MAHOGANY V-GROOVE BOARD HARDWOOD(SEE. 101 FOYER NOTE 04) PAINTED PLASTER PAINTED PLASTER 9'-4• TYPE'A' TYPE'A' TYPE•A• 102 STAIR DOWN PAINTED WOOD PAINTED PLASTER PAINTED PLASTER VARIES True•S' TYPE�' N/A ROOM FINISH SCHEDULE(CONTINUED) MTs 2 TREADS AND RISERS HARDWOOD(SEE FIREPLACE WALL BUILT-IN,BUILT IN r_l 408 FAMILY ROOM NOTE 04) PAINTED PLASTER PAINTED PLASTER 9'-4' TYPE'A' TYPE'A' TYPE•A' BOOKSHELVES,ROOM DIVIDER W HARDWOOD(SEE BEAM CEILING WITH 104 DINING NOTE a1) PAINTED PLASTER 4 V-GROOVE V TYPE'A' TYPE'4' TYPE'A' ROOM DIVIDER,BARN DOOR v HARDWOOD SEE BOARD-PAINTED w 106 KITCHEN NOTE a PANTED PLASTER PANTED PLASTER 9'-1' TYPE•A' TYPE'A' TYPE'A' KITCHEN CABINETS UP TO CEILING �/•� X406 PORCH/DINING 6/4X4 MIRAMT1 CEDAR SHINGLES PAINE 9'-6'.- 1X6 AZEK 4X6 AZEK AZM-49 TD 4• PAINTED SCREEN/STORM PANELS, Vl MAHOGANY V-GROOVE BOARD OUTDOOR BAR AREA MIRANT PAN CATHDRAL AZM-49 PAINTED 4• STONE PACED FIREPLACE FLOOR MAHOGANY X107 PORCH LIVING MAHOGANY CEDAR SHINGLES V-GROOVE BOARD TO RIDGE 1X6 AZEK 1X6 AZEK W/1X4 AZEK TO CEILING SEAM HARDWOOD(SEE r , 406 PANTRY PAINTED PLASTER PAINTED PLASTER 9'-1• TYPE'A' TYPE'A' TYPE•A• KITCHEN CABNET9 UP TO CEILING v MOTE a1) 109 BOCK HALL NOTE 04 HARDWOOD SEE PAINTED PLASTER PANTED PLASTER 9'-4• TYPE'A' TYPE'A• TYPE'A• rT, W 110 POWDER ROOM CERAMIC TILE PAINTED PLASTER PAINTED PLASTER 9'-1• TYPE'A' TYPE•A' TYPE•A• HARDWOOD(SEE PAINTED PLASTER PANTED PLASTER 9'-1. TYPE•A' TYPE Oif• N/A ROD AND SHELF 444 COATS NOTE.4) 142 MUDR Wore OOM HARDWOOD(SEE PAINTED PLASTER PAINTED PLASTER 9'-1' TYPE'A' TYPE'A' TYPE'A' O all QI 146 LAUNDRY HARDWOOD(SEE PAINTED PLASTER PAINTED PLASTER 9'-1' TYPE•A' TYPE'A' TYPE'A' LAUNDRY ROOM CABINETS n NOTE 01) X114 GRILL DECK 5/4X4 MIRANTI INTEX HAMPTON RAILA4G SYSTEM- MAHOGANY PAINTED WHITE ^l M 416 GARAGE SEALED CONCRETE PAINTED PLASTER PAINTED PLASTER I 10'-T•- TYPE'B' TYPE S' N/A HARDWOOD(SEC 1"�'1 446 DEN/OFFICE NOTE a1) PAINTED PLASTER PANTED PLASTER 9-'I- TYPE'A' TYPE•A• TYPE'A' FN2EPLACE AND BUILT M CABINETS HARDWOOD(SEE V O QI 417 CLOSET NOTE a1) PANTED PLASTER PANTED PLASTER 7-4- TYPE'A' TYPE'B' N/A IROD AND SHELF 448 SHOWER CERAMIC TILE CERAMIC TILE PAINTED PLASTER 9'-'P N/A TYPE'A' TYPE•A' 419 BATH CERAMIC:TILE PAINTED PLASTER PAINTED PLASTER 7-1' TYPE'A• TYPE•A' TYPE•A• W 120 COATS HARDWOOD(SEE PAINTED PLASTER PAINTED PLASTER T-4• TYPE-A' TYPE'A' N/A ROD AND SHELF x NOTE a1) ROOM FINISH SCHEDULE — SECOND FLOOR ROOM a ROOM NAME PLOOR WALLS CEILING ROUGH B4 CEILING HT TYPE9E CASING TYPE CROWN TYPE COMMENTS 204 STAIR HALL HARDWOOD(SEE PAINTED PLASTER PANTED PLASTER T-7 i' TYPE'A' TYPE'A' N/A NOTE 04) 202 LINEN HARDWOOD(SEE PAINTED PLASTER PANTED PLASTER T-7 TYPE'A' TYPE'A' N/A 6 PAINTED WOOD SHELVES NOTE a7 General Note: 203 BEDROOM HARDWOOD(SEE NOTE a1) pANTeD PLASTER PANTED PLASTER 7'-7 TYPE'4' TYPE'4' N/4 HARDWOOD(SEE The drawings and all of the ideas, MOTE a --- 204 CLOSET PAINTED PLASTER PANTED PLASTER T-7;' TYPE'A' T 'A' N/A CLOSET SYSTEM gs concepts,designs and plans HARDWOOD(SEE CLOSET SYSTEM,ATTIC ACCESS indicated thereon or represented 206 CLOSET NOTE all PAINTED PLASTER PANTED PLASTER T-7 i' TYPE'A' TYPE'A• N/A ABOVE 82 Owned by and RIf181Ir the 206 WASHER/DRYER HARDWOOD SEE PAINTED PLASTER PANTED PLASTER T-7�• TYPE-A' TYPE'B' N/A STACKED WASHER AND DRYER property of lobo Dvoraack Architect LLC. r10TE a1 WITH ADJACENT STORAGE CABINET 207 BEDROOM HARDWOOD(SEE PAINTED PLASTER PAINTED PLASTER 8'-9�' TYPE'A' TYPE'A- N/A None of the desigm.details,or ideas NOTE a4) 208 BATH CERAMIC TILE PAINTED PLASTER PAINTED PLASTER T-7 TYPE'A' TYPE'A• N/A CAST IRON BATHTUB WITH CERAMIC shall be utilized by any person,rum TILE WALLS TO CEILING. Or corporation for any purpose except with specific written permission 209 _MEN CERAMIC TOLE PAINTED PLASTER PAINTED PLASTER 7'-7 TYPE'A' TYPE-B' N/A 5 PANTED WOOD SHELVES of John Dvoraack Architect LILAC. 210 CLOSET HA DWaOOD(SEE PAINTED PLASTER PAINTED PLASTER 7'-7�' TYPE'A• TYPE•A' N/A BUILT-IN CLOSET SYSTEM PJeQ Number: 211 READING HARDWOOD 13eE PAINTED PLASTER PAINTED PLASTER 7'-7}' TYPE'A' TYPE'A• N/A BUILT IN BOOK SHELVES 16-152-QUI NOTE aq 212 CLOSET HARDWOOD(SEE PAINTED PLASTER PAINTED PLASTER 7'-7 3' TYPE'A• TYPE•A' N/A BUILT-IN CLOSET SYSTEM - Issue Date: NOTE aq t 249 TOILET CERAMIC TILE PAINTED PLASTER PAINTED PLASTER 7'-7}' TYPE'A' TYPE'A' N/A 05.12.201'/ 244 MASTER BATH CERAMIC TILE PANTED PLASTER PAINTED PLASTER 10'-0' TYPE•A• TYPE'A' N/4 SUILT-M VANITY Revision Date: }'FRAMELESS SHOWER PANEL(NO 215 SHOWER CERAMIC TILE CERAMIC TIL@ CERAMIC TILE 7'-7�' N/A N/A N/A DOOR).RECESSED SOAP NICHE LOCATED A9 SHOWN - 245 MASTER BEDROOM HARDWOOD(SEE PAINTED PLASTER PAINTED PLASTER 8'-9;• TYPE'A' TYPE•A• TYPE•A' BUILT IN WINDOW SEAT AND _ NOTE W DRESSER X217 DECK 5/4X4 MIRANTI INTEX HAMPTON RAILING SYSTEM - MAHOGANY PAINTED WHITE 248 CLOSET HARDWOOD(SEE PAINTED PLASTER PAINTED PLASTER 7'-7�' TYPE'A' TYPE'S' N/A BUILT-M CLOSET SYSTEM NOTE 01) 249 BEDROOM HARDWOOD(SEE PAINTED PLASTER PAINTED PLASTER 7'-7;' TYPE•A• TYPE•A- N/A ATTIC ACCESS AS SHOWN NOTE 04) 220 BATH CERAMIC TILE PAINTED PLASTER PAINTED PLASTER 7'-7 p TYPE•A' TYPE'A• N/A STOCK CAST IRON CORNER _ SHOWER BASE WITH TILE WALLS Drawing Tile: THIRD FLOOR - ROOM a ROOM NAME FLOORI...— BASE WALLS CEILING COL TYPE CASING TYPE CROWN TYPE COMMENTS Room 901 TOWER OAK TREADS AND PAINTED PLASTER PANTED PLASTER VARIES TYPE'A' TYPE'A' TYPE'A• OAK HANDRAILS Finish Schedules PAINTED RISERS X301 SUNSET DECK 6/4X4 MIRANTI INTEX HAMPTON RAILING BY9TEM MAHOGANY PAINTED WHITE X602 WIDOWS WALK 5/4X4 MIRANTI INTEX HAMPTON RAILING SYSTEM MAHOGANY PAINTED WHITE. Drawing Numbef: 608 NORTH ATTIC PLYWOOD FOR ATTIC VENT FURNACE OUT WEST GABLE. HVAC ACCESS SEE ELEVATIONS 904 SOUTH ATTIC PLYWOOD FOR ATTIC VENT FURNACE OUT WEST GABLE. 4mS HVAC ACCESS SEE ELEVATIONS Ba1110M RasssLM n5 r _ 12 05.12.2017 ROOM FMSH SCHEDULE ors 1 FOR C0NSTRUCTION 1R-4• y-4. 3'_q. N'-4' 9'-4' 6'-B• 6'-6• 6'-B• B'-B' John Dvorsack LL.c 55 HyrAaq Gnn P,q'!V.'Hau S'o2A 7y� aN I m .,qw•�a-arze,:ua cor. .s a -AW. 16 a:e I I I N nr✓cpatrre!tc[•a .`r3.::;Fji6. . o I _ J I L ——_J L___ Owner&Property Location: _ rr--- --_—_11 5 �24/12 09 24/112 it ° I TOILET F NNHeATP�) � 0��. OWN I v W L J ����JJJ 96'HALF WALL I I rTl W Y� I Y Y 19-62• Y Y Y 1 wt C41 r r OFFICE PARTNERS I r e r ————I——— Desk �� U 010 �- -- ST UP 141, .� r _—— e/�2 ji' 2.- ocks BELOW SILLP. L---- ---- — ------ ----J 4_61 91-01 4'-6• 2'-2z• 19'_71 1e'-O• 1B•-a x M GARAGE-OFFICE FIRST FLOOR PLAN SCALE:1/4"=1'-0" 1 GARAGE-OFFICE SECOND FLOOR PLAN ScALE:1/4"=l'-0" 2 GARAGE-OFFICE ROOF PLAN SCALE:1/4"=V-0" 3 F� General Note: V-4• 11'-4• V-4' The drawings end all of the ideas, concepts,designs and plans indicated Ihcreon or represented ANCHOR BOLTS(TYP) • • are owned by and remain the S/W DIA ANCHOR BOLTS K --- —-1 K property of John Dvorsack Architect LLC. W/WASHER PLATE 1/4•X9'X9' SPACED•92'O.C.MAX. AND WITHIN 12.OF EACH rr —————— Q D , D None of the designs,details,or ideas CORNER.EMBED e'MII1.•TYP. III 11 "D o�D be r--- ------------ III 6 CHER � or cot rporatian for any purpose except I -- - I with specific written permission I r__—__—____ ___ _ I of JoM Dvorsack Arch tact LLC. � __ I I 5 I I I I I I o Project Number: r1l" W"S 16-152-QUI I _AIR SLAB IoncR AB(4000•M x I r��Xo-RArreR -2xtiRAFTER 1 Issue Date: x5 W1.4xw1.a wwM ov�R I 77IL VAPOR BARTER 05.12.201'/FLH.COMPACTED COARSE I IVEL UNDER ENTRE SLABL _ _IIRevision Date: 1s._41 I. 2,_a. m I GARAGE SLAat B(TYP) I I I I _____I__ __ 9 •W. CONCRETE(4000•MIX I I w/6X5 W1AXW1.4.oveR I I b Q I 6 MIL VAPOR BARRIER I it I i I J m m I I •8'NBC E_W.COMPACTED COARSE I I I II I _--- S GRAVEL UNDER ENTIRE SLAB tt • — a---- I I .r PrrcH To DooRs I -41 I ' GARAGE FOUNDATION I I I I 5 1 1 6 " I — I L 2-2X6 RAFTER 2_ gp•ETTF�I I T :E..O.WEV.47.tt e'x 9'-1044 W/205 BARS i I eo IT.TOP,&OTT, l l I OVER 24'X12'KBYPJD POOTNG I I I I / / 6 1 f Drawing Title: — NOTE STOP SLEAB POUR I I I L___ __________ L--- Garage/Office Building I I BELOW GARAG DOORS I I I j I 2X12 RIM JOIST ITYPJ — -- - ---- __— --' first floor(423 sq.ft) I L------------ L_J I • © •" I _ _ � I Wr Second floor(325 sq.ft) 1a-o• " " �0 - .. Drawing r. DROP T.O.W.TO ELEV.46.6T K D g Number: AT GARAGE DOOR amt b Rio .V.t,VIED Aq �. IhaaFS5 FNMgnII 48--Cl INN A-G01 I1 05.12.2017 GARAGE-FOUNDATION PLAN SCALE:1/4"=1'-0" 141 GARAGE-OFFICE SECOND FLOOR FRAMING SCALE:1/4"=I'-0" 151 GARAGE-OFFICE ROOF FRAMING SCALE:1/4,,=,'-0"fl6 FOR CONSTRUCTION r x 3, John Dvorsack A; as t t I.I_C -.93 ngorws Dme r.S.eec•y,ut so u._ .emwnllA'J7'vda - ' APO 6"13 , w1?mwS: CAPE COD CUPOLA ANDERSEN A-SERIES WINDOWS CAPE COD CUPOLA ROOF: 3OCC'S-G-DB IN PVC iY n,ce,.+n.w -5'++I•'5•1b C4%1 7/0 'SDL•COLOR:WHITE TAPERSAWH RED CEDAR 5C✓`•a)'1i^ti' AZEK 6/4X6'CASRIG. 90GC-9{+-DB IN PVC , SHINGLES,WOVEN A i>aniaa�cnnx:.ccrr •ya=ra:.til6 AZEK ZM-6930 HISTORIC SILL RIDGE CAP.TYP, "----—�'GARAGE HEIGHT-—-— CPROGF�HEIGHT _—-—_—_—_ GARAGE HEIGHT _—_—-— —_—_ — S - --- � ----- �' _ -—-—-—-—-—-—- Owner&Property Location: LARGE GABLE.RAKE(6/AO9) l� �2I 3 42M-49 CROWN OVER 1X8 6 09 A ' 6 A 6 f 1X9 SUBRAKE �CB�UR NAG UJ015fs-OFFCE _—_—_ _ _ _—_ —_—_ �CEIUNGJOISTS-OFFICE _ _—_—_ __—_ _— _ _ _—_—_ -6CEIUNC HOISTS-OFFICE _—_—_— _�.___ _—_—_—_ _ h CENNC JOISTS-BATH —__>_._—_ Is CERING JOISTS-BATH -�— _ _ V —___i___ 1 9M.(B/121 I+ CENNC JOISTS BATH _—_—_—_ _—_ _—_— _—_—_ _ _ _ _—_ h T0�_— _—_ _—_ I� TOP OF WALL 1r T1\1 [� SHED F% _P _—_—_—_—_ _—_—_ 12 ^ ` ' SIDING: SBC PRE-DIPPED WHITE CEDAR l2 SHINGLES,6•MAX.EXPOSURE ® :2 I ® 24�+ ® 24 rT�l COLOR:CAPE COD GREY c 4 W WEAVE CORNERS f. N24 b 0 P®ERGUTTER G-90 h$ ny m y$ W V 1 PIBERGLASS GUTTER SYSgTEM COPPER eiN ^, D 4um,CUTS ®9 i ®1 T COPPER CAPS SECOND FLOOR _ I SECOND FLOOR 6 _ 7 _ SECOND FLOOR TYP.ALL RETURNS _AZM-4 _—_—_— �_—_—_— _ _—_ (193M 093M _—_—_ __ ___ h TOP OF n0 _—_—_ _ _—___—_—_ _—_ 1�.TOP OF WALL 1i TOP OF WAIL _ _—_WINDOW MFIDEIt �q_________ONION GHT 9'-0'xr-6. (LARGE) aI. 9 9 4'CLOPAT COACHMANINSULATED STEEL DOORPAINTED WHITE ® ® © Qt WATERTABLE: F O AZM-6934 OVER 1X6 COPPER Z-CAP TO lPtiDING SUBFAOR TO LANDING SUBFLOOR In SUBFLOOR W _ _ _—_—_ N11.0a I I I I I I I I ! I I To FOonNG rlc ro roonxc ------ T- -—- - ----- - ro Faon - ---- ---------,1- -�----------r----- - -�--- -- � ----------- -�---- ------T---7------ a o L-- _—J L—_ L-- --J L-- L—_ --J __J a � M � GARAGE-NORTH ELEVATION SCALE:1/4"=F-0" 1 GARAGE-EAST ELEVATION SCALE:1/4"=r-0•' 121 GARAGE- SOUTH ELEVATION SCALE,1/4"=r-0' 3 FBI I General Note: The draw and all of the ideas, concepts,designs end plans indicated thereon or represented ownedare by and remain the Property of John Dvorsack Architect LLC. 1e'}o• Now of the designs,details,or ideas 413� 3• 4•-6�` 4'-3j' TYPICAL ROOF SYSTEM: shall be utilized by any person,f .TAPERSAWH RED CEDAR or corporation for any purpose except GARAGE HEICM GARAGE HEIGM with specific written n _—_ _ _ _—_ ___ _ _ _ _—_rEEDAR-BREA'TFIER- _—__ pe< permissio D 30a PELT UNDERLAYMEINT, of John Dvomack Architect LLC. 09 6 716 +PAN L N PLYWOOD i .� ��.� PANEL NAILING 4'EDGE/12'FIELD . TJ Project Number: CBUNC J01515-OFFCE I CBUNG JOISTS-OFFCE I 9M. 6/12) - ----L------ - - ----- - - - --- TSTRUCT— +2X6 2X10 RAFTERS SEE $rr — - --- � -- — ��" �— � \ _ -- �T���E�EE.L— 16-152-Q1T1 h CEILING J01515-_BATH ___ ___ 1 91M.(B/12) _ _ ___ _ h CEIUNC JOISTS-fl4 _ _ _—_T roW OF WALL _ _ _—= f _ , / - i _—_—_—_—_—_—_—_— V 7_—_ —_�\ Issue Date: 201 I \ \ SECOND FLOOR SYSTEM:GARAGE I \ •2X12 JOISTS(SEE STRUCT.) r� �J F. i; b / / OFFICE 6 \ •3/4'TQG ADVANTECH.3uBPLR GIN 05.12.201,/ T �// J +6'R-30 PSERGLASS INSUL ' 09 J •1/2•TYPE'X•GWB ON IX3 STRAPPING aimI\\ 3 •SKIM COAT VENEER PLASTER Revision Date: SMOG'rH FINISH. SECOND FLOOR ! —_�_ 6 7 I SECOND BOOR TOP OF WALL _ TOP OF WA11 `r WINDOW HEADER _ _ WINDOW HEADER ______. b = TYPICAL EXTERIOR WAILS .� I • 'i — 11 `Js SBC-WHYS CEDAR SHINGLES 1-10 6j• '-10' J Y 6'EXPOSURE.COLOR Q CAPE COD GREY Ell THERMATRU S226o-SDLLE nn 10 m •HEN RY BLUESKM VP DOORS 62 AND G9 i0 T GARAGE •%/2'C XEPLYWOODRRIER o 1UM11es,TPt1 •2X6 STUDS•16.O.C. +2 CLOSED CELL A 9 1/2'F®ERGLASS TYP. Drawing Title: �y,� +1/2'GWS W/SKM COAT ® I "A" ! PLASTER.SMOOTH FINISH TO IANDINC SUBFLOOR TO LANDING SUBL — - -- - ---- — -- __________ Garage/Office - ---- - 4•CONC.SLAB FLUSH Elevations I I b — WITH TOP OW AI POUND. Building Section 21'i0' -pTr 3�— i Ti_i i_ — 9B E STRUCTURAL g �roF00nNG _—_—_—r_—_ _— —--- am_- �TO FOOnNC _—_—_—_ _—_ _— —_—_—_—_—_ _— ---_---_—_J __J Drawing Number: ,cw.D ARCK, - Ovt)e_Fc� � rmsms x p rAtslDum ULV OF OIVSITIS "�� A-G02 1 as: GARAGE-WEST ELEVATION SCALE:1/4"=r-0" 4 GARAGE- SECTION SCALE:1/4"=F-0" g NSTR FOR CONSTRUCTION RIDGE VENT -Cr ED ROOF: 1 SMALL SH RAKE - - -- - -- "-"- TAPER94WN RFD CEDAR -' �- — AZM-49 CROWN OVER IX I 'u 'IX3 SUBRAKE(4/A-09 91M.) RIDGE VENT gID GLE9., SOL0 12 I - 8'-0' 24'-O' 6'-0' RIDGE CAP,TYP. l0 PERGOLA RAFTERS I WINDOWS: 2X0 RED CEDAR WITH 2X2 12 y y-0, 2'-6• 2'-6' g-6' 4NDERSEN A-SERIES WINDOWS RED CEDAR LATTICE y 71W SOL,COLOR:WHITE 1U� �b John Dvorsack LLC PERGOLA BEAMS AZEK 6/4X6•CASING. 4 6• b• V POOL BLDGS FOUND. AZEK AZM-6930 HISTORIC SILL- TOP ! 9.6'X7.6'PgRALL4M PLUS T.O.WaP.I.aV.A6.33' OF WALL WRAPPED W/AZEK-PAINTED n!+q+lmv3 Whv 0•X9'-10'N CONC. --—_— _ POUR WIT-10H CONC. SHELF 20'X10'KEYED FOOTING WINDOW HFADEp_ h SEE SECTION -—- -—-— —- 7 1 1 SIDING: SIMPSON GALV.PC44 ! F Frrlcum.l,1,:,741 SBC PRE-DIPPED WHITE CEDAR POST TO BEAM I wsw lasrzheon;ar, �,u;.;e�7.'y;iy. _�—_ SHINGLES.6'MAX EXPOSURE PERGOLA COWMNS _phngparcrnmtx,n ,:.ySWh.:�fF. , ' Y j I ANCHOR BOLTS(TYP) ° COLOR:CAPE COD GREY I 4X4 P.T.POST WRAPPED l i WEAVE CORNERS W/AZEK TRIM-PAINTED I I 61-0' 2'-0' p w/WASH R PLATE�4X3•X3'I Ih ® I 2 ANC OR !!! ., 6 Owner&Property Location: 1 48'BELOW G DE-WETES I I SPACED•32.O.C.MAX I I I I AND WITHIN 12.OF EACH i Q I CORNER,EMBED 8-MIN.,TTP. SET 4X4 P.T.POST. T.0FOUNDr1T10N _ — — ---- - — ---- -- nn-- ----�� - q I -- — — 12'DIAMETER SONO-TUBES I` WATERTABLE: j 411'BELOW GRADE WET h AZM-6934 OVER 1X8 ill j l W L ! SET 4X4 P.T.POST. I Y COPPER 2.-CAP I I I r. IIII PERGOLA a v m Pglnre0 wHrre I I I I � i I I I I IIII III 1 w ------ 1,TO FOOTING _F I I I i - - - - -—�—- _ L_J L_J � L.._.J L—J L—J J L U lJ POOL BUILDINGS EAST ELEVATION 4 PER 5 w 4'CONCRETE 14000o MIX) W/6X6 W1,4XW1.4 WWM OVER 2,$. 2'_6, 6 MIL VAPOR BARRIER SCALE:!/4"=1'-0" SCALE:l/4"=1'-0" 4'-O• 9'-6• 6'-0' 9'-8• 4'-0' 4'-' i �✓ 24'-O TOP OF WALL j 6 ., � ----- - ---- - - - - -- ' ----- POOL BUILDINGS FOUNDATION PLAN SCALE:1/4"=r-0" 1 WINDOW HEAD _—_—_ _—_ O a 4 O I I � W 24'-O• 6'-O' o m F+q ^r 21• 21' STOCK SHOWER ENCL - - --- --- a a DIRECT BURY P.T.POST T.0_FOUNDATIO Ploz TRELLIS O SHOWER l z INSTALL FLOOR TILE OVER CONC.SLAB. A 0 D A A 0 D A a D 0 A A 0 D D O ro FOOTING _ MT� II II II II II II II II II II II II II II II II 2,16 CEILING,ISTS - rl -- PLYWOOD LOFT II II II II II II II II II II II II II II II II ABovE u II a II II D PI DPW].) � -IIIIuIFII-_-�IIIIIuIIIICI—=I1IIIIuIfICI-=III1IuIIIKI �IIII1III=�IIIIIII=IIIIII II IIIII III IIIIII IIIIIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII'p-n�' _ 36"MO" � h SCALE:1/4"=I'-0' S C' ALE:Iplo3 BATH-NORTH ELEVATION 6 SHED-SOUTH ELEVATION _ _ 7 4F E-H A� - I � � _ _ 32"XO RIDGE VENT RIDGE VENT Plot 12 Iz 12 General Note: ------- 10 10�10 z o 216CEILI ES PLYWD LOPT A SIM. The drawings and all of the idea s, =K 4=4: concepts,designs and plans TOP OF WALL -—- ----_ - - _-- indicated thereon tw ownd by and rein the IuI u u u u u U u WINDOW HEADER — Property of John Dvorsack Architec t LLC. yq q� 4'1 None of the designs,details,or ideas ATH O shall be utilized by my person,foraFF.4633' 0AF_ 24'-0• 8'-O• or corporation for my purpose except with specific written permission of John Dvorsack Arclliteet L1.C. ILIEU10, POOL BUILDINGS FLOOR PLAN SCALE:u4"=r-0" 2 0.rouNoanON_—_ _ _—_— —_ _—_ Project Number. -' 16-152-QUI SECTION TO FOOTING _—_ I III _—_ 1l I'I SHOWER Issue Date: L J L J 05.12.2017 Revision Date: POOL BUILDINGS -WEST ELEVATION SCALE:1/4°=r-0" 8 SECTION SCALE:1F-7n /4' 3.6 7r PA AL AM _ U LOFT U 1 _-.-_ PE GO A AF RS•1'O. '0 09 ONION LAMP(MEDIUM) 09 1 • 1 E • HI SIM h TOP OF WALL 1 • --- --- T- -�---- H1 .4 1 WINDOW HEADER_—-—-—_ - _ _—_ - Drawing Title: m m 1 ! LOFT SHOWER ENCLOSURE x51 g 9b ,s P4 AM N x PDab Loo1 Buildings _ _ _ _ _ _ o PAINTED WHITE OR o �� Shed(80 sq.ft) THERMA-TRU 5220 TAl31wlH j SIMPSDN GALV.PC. Or 1 8 '-0. POST TO BEAM B'-0' 2X8 CLG.JOISTS 2X6 CLG.JOISTS T.0_FOUNDATION _ Drawing Number: AT LOFTS -—- I I I I I II II I I I I I I I I I li I I I I Ty J'T 4 Iw TO ' _� l —_—_ _TIC—_ A-potLJ LJ LJ L.J 2017 POOL BUILDINGS ROOF FRAMING SCALE:1/4"=1'-0' SCALE: -0" 10 BATH-SOUTH ELEVATION SCALE: CONSTRUCTION ' 3 SHED-NORTH ELEVATION 11 FOR coNSTRvcTIaN John Dvorsack; .!:-,-1 a i.t J.(-c IL(/ t.,nw:n!.larJ2iGJ 2d-C ac,&v in o'-0. �7 TYPE.,A" - �-6. .pin yiOnTY.'IttI4tt�'+ Spa;+ty1.;16tN 23'-6' t TYPE"A" I I ' TYPE"A" " Owner&Property Location: 2 I e I V i ID I ------------i I I • Q W rn II I I I --------- y ' � O ® Eo m a W I I -- -- - ------------- TYPE"A" TYPE"B" 20'-O' TYPE"A" TYPE"B" leel FIRST FLOOR SHEAR WALLS SCALE: 1/B'•9'-0 1 SECOND FLOOR SHEAR WALLS SCALE: General Note: Shear Wall"A!'Construction(sea plan for dimen.lons) Foundation to the underside of the Tool plywood The drawings and all of the ideas, -2x6 studs spaced at 16'on center with 2-2x6 studs at each end. concepts•designs and plans -1/2"exterior grade plywood(minimum)nailed w/Sd common nails spaced at 6"on center around the perimeter of the indicated thereon or represented shear wall dimensions and all interior joints.Note:Plywood to span vertically between floor`or provide solid are owned by and remain the blocking at all horizontal plywood Joints nailed at 6"on center(staggered).Provide lid common nails spaced at property of John Dvotsock Architect LLC, 12"on center elsewhere. General Notes: -Connect the 2-2x8 studs at either end of the shear well to the foundation with a Simpson HDU5-SDS2.5 holdown.The A $oil Conditions and Structural FIII None of the designs,details,or ideas holdown shall be located on top of me first floor shoe(or foundation shoe),connected to the 2-2x6 studs with(14) Simpson SDS'/.'x 2-1/2"screws,and connected to the concrete with a 5/8'diameter anchor bolt epoxied into the 1. All footings shall be carried to the depths shown and deeper,t required,and shall rest on undisturbed soil shall be utilized by any person,firm concrete a minimum of 8".Provide solid blocking between the underside of the first floor and the top of the foundation wall having a safe bearing pressure of 3000 pd.It is recommended that the owner hire a geotechnical corporation for any purpose except at both hold down locations(where required). engineer registered in the Commonwealth of Massachusetts to ensure that the above requirements are with specific written permission met..This office is not qualified to determine soil bearing capacities or subsurface preparation. of John Dvomack Architect L LC. Shear Wall"B"Constructon(sae plan for dlmenalonsl 2. No footing shall be placed on frozen soll or in standing water. 3. Structural fill shall be well graded bank run,screened or crushed gravel,and shall be placed In 8' Foundation to the underside of the roof plywood maximum lifts and compacted to 95%of maximum dry density as determined by ASTM D7557. Project Number: -2x8 etude spaced at 16"on center with 2-2x6 studs at each end. 4. Provide a minimum of 6"(or greater If required by the geotechnical engineer)well compacted,clean, .112"exterior grade plywood(minimum)nailed w/fid common nails spaced at 3'on center around the perimeter of the coame send and gravel under all slabs on grade after the top soil has been removed. I L-1 erZ-/�� shear wall dimensions and all interior joints.Note:Plywood to span vertically between floor$or provide solid B. Concrete U J K blocking at all horizontal plywood)*Into nailed at 3"on center(staggered).Provide lid common nails spaced at 1. Al:concrete shall attain a minimum compressive strength of 3000 psi at 28 days. 12"on center elsewhere. 2. All reinforcing steel shall be deformed bare conforming to ASTM A615 Grade 60. Issue Date: -Connect the 2.2z6 studs at either end of the shear wall to the foundation with a Simpson HDUS-SDS2.5 holdown.The 3. The following minimum cover shall be provided for reinforcement: holdown shall be located on top of the first floor shoe,connected to the 2-2x6 studs with(14)Simpson SDS W x 2-1/2' Concrete against the earth 3' _ strews,and connected to the concrete with a 518"diameter anchor bolt epoxied into the concrete a minimum of e'. Formed concrete exposed to earth or weather #5 or smaller 1 W #6 or larger 2" 05.12.201'� Provide solid blocking to the underside of the gist flow and the top of the foundation wall at both hold down Concrete not exposed to earth or weather slabs or walls %" beam.and columns 1 W locations. 4. All concrete work and detailing shall comply with the latest specifications and recommendations of the ACI. Revision Date: Shear Wall"C"Construction faee oleo for dlmenalonel 5. All continuous reinforcing buia slmll be lapped 48 bw dieinatera el nplica,and at ou..-i6 unless - otherwise noted.Terminate continuous bars at non-contlnuous ends with standard hooks. Foundation to too of wail 6. Grout for base plates shall be non-metallic non-shrink grout conforming to ASTM C1107 and shall attain a AA -2x6 studs spaced at 16'on center with 2-2x6 studs down to the foundation shoe at each and and on ether side of all minimum compressive strength of 6000 psi at 28 days. OF M garage door openings. C.' steel �p1N A,rsC •112"exterior grade plywood(minimum)nailed w/8d common nails spaced at 3"on center around the perimeter of the 1. All structural steel work shall conform to the specification for the design,fabrication,and erection of o peAtENIC w. c shear wall dimensions,all double studs et the either end end on either side or the garage door opening,and all Interior structural steel for buildings of the AISC. c paJ1GEt0 1• joints.Provide solid blocking at all horizontal plywood joints nailed at Yon center(staggered). 2. All welding shall conform to the code for welding In building construction of the AWS. Snau35052t -The garage door header shall ePon continuously the entire length of the garage wall and be located directly 3. Steel materials shall conform to the following: Structural Shapes ASTM A992 q o under the floor framing. Bolts ASTM A325N �.g.Fp'sT We -Provide one additional 5/8'diameter anchor bolt at each full height sheathed walls with washer plates'/.'x 3"x 3"is" Anchor Rods ASTM F1554 Grade 36 minimum embedment). Structural Tubing ASTM A500 Grade B -Connect the 2-2x6 studs at either and of the shear wall to the foundation with a Simpson HDUSSDS2.5 holdown.The Nuts ASTM 563 2•)� holdown shall be located at the foundation sill,connected to the 2-2x6 studs with(14)Simpson SDS Y.."x 2-1/2'screws, Washer` ASTM F436 _ and connected to the Concrete with a 5/8"diameter anchor bolt epoxied into the concrete a minimum of e'. 4. All stop connections shell be bolted or welded.All field connections shall be bolted unless specifically Drawing Title: noted on the design drawings. Shear Wall"0"Construction lees plan for dimensilliM All structural steel shell be painted(min 2 mils.-dry film thickness)with an approved rust inhibiting paint Shear Walls Second floor to the underside of the roof plywood D. Wood 1. All framing members shall have the properties of Spruce-Pine-Fir#2 or better(Flo=875 psi,E=1,400,000 Structural Notes -2x6 studs spaced at 16"on center with 2-2x6 studs al each erW. psi)except that wood posts shall have the properties of Doug-Fir#2 or better(Fc=1350 psi,E=1,200,000 psi a/2'exterior grade plywood(minimum)nailed w/Sd common nails spaced at 6"on center around the perimeter of the All e shear wall dimensions and all Interior Joints.Note:Plywood to span vertically between floor$or provide solid 2. ll engineered lumber shell be installed in accordance with the manufacturer's specifications and blocking at all horizontal plywood Joints nailed at 8"on center(staggered).provltle 8d l common nails spaced at recommendations. 3. Engineered lumber shell have the following minimum properties: 12"on center elsewhere. -Connect the 2x6 shoe to the beam below with 2-1 6d nails spaced at 6"on center. Timbelarn Fb=2600 psi E=1,900,000 psi Drawing Number: Mlcroilam Fb=2600 psi E=1,900,000 psi Parellam Fb=2900 psi E=2,000,000 psi 4. All flush framing shall use Simpson metal timber hanger`(or equal). 5. Use stainless steel or galvanized nails for all connections exposed to the weather. E. Desian Loads 1. Design Live Loads Roof 25 par(♦drift where applicable) Living Areas 40 psf -00 Sleeping Ames 30 pet 2. Wind Load 110 mph(3 second gust)Exposure C 05.12.2017 SHEAR WALL TYPES 131 GENERAL STRUCTURAL NOTES 471 FOR CONSTRUCTION 77'-10' 2C'-O' 10'-0' 1&-0' &-4• ,'E• John Dvorsack A1',;°::i 'c(].Ic 2'-4' 6'-4' 2'-4' 4'-10' B'-4• 4'-10' T_4' Y.NAnI;.i:I C,iw r.yrtPc 4SI.Snre 2e. ' Fan._u�n 5l�3ISY3 r" DROP TOP OF WALL RC P..I„I A REPLACE TO Fa'mwrr,rlA;',.�I ELEVATION 46.00' r ____-___ .m'n IJ.JrI'n:e:[I,:arc. :Cd:f0b0u _ t J l °✓' --- Owner&Property Location: - - FOUNDATION NOTES: I )- -� o r• - I 1 BULKHEAD FOUNDATION 1. REST ALL NEW FOOTINGS ON FIRM GRANULAR MATERIAL FREE FROM TOW.-ELEV.".33' B I I I I I I CLAY ORGANICS AND SILTS HAVING A MINIMUM SOIL BEARING CAPA rTY 6'X B'-2'H W/2fr6 BARS 4'-0 ' I I I I EN 4'/2 UNTONS/SQUARE FOOT.SEE NOTE 2 IF UNSUITABLE MATERIAL L9 CENT.a BOTIN AND 1YX24' I I L____ ___--J I I V 1 ENCOUNTERED NS OR BELOW FOOTING LEVEL. KEYED FOOTING 000 6 BARS COST.3600Ne MIX 2 REMOVE ALL UNSUITABLE NGMATERIAWLOAMVATION SUBSOIL,ORGANICS,NIL THAT _ ` r OCCURS WITHIN THE BUILDING PLACED IN LOOSE N LIMITS AND BACKFIRE WITH I V r CLEAN STRUCTURAL FILL PLACED IN LOOSE LIFTS NOT EXCEEDI 12'FOR I t 4'CRUSH STONE rT, VIBRATORY ROLLERS IN EXCESS OF 2 TONS AND 6-FOR SMALL V RATORY r , I BELOW CK I PLATE COMPACTORS. 6 1 I I I 3. SEE DRAWING 9-00 FOR SHEAR WALL DESCRIPTIONS AND INSTAL AT10N REQUIREMENTS. 4. PPIOR TO SETTIMG UP WALL POUR,COMPLETELY COAT THE FOO G TOP.KEYWAY,AND SIDES OF ALL FOOTINGS I I I I iV Y 1 I SCREEN PORCH FOUNDATION WITH DECO 20 SEAL MEMBRANE SPRAY WATERPROOFING. I I I I 6. COAT THE EXTERIOR OF ALL CONCRETE FOUNDATION WALLS DECO 20 SEAL MEMBRANE SPRAY G I I I I 1 I T.o.W=EILEV,16.71' B'X 8'-6 1/2'H W/2tt6 BARS WATERPROOFING(GREY) CONTINUOUS FROM TOP OF WALL TO TO I OF FOOTING- F CONT.t BOTT.,AND - �]/ (ABOVE AND BELOW GRADE) ^ I I I I ( I 24'X12'KEYED FOOTING W/206 6. SAWCUT CONTROL JOINTS AS REQUIRED BY CODE 5'-O' 6'-0' I I I � I I I BARS CONT.3600E MIX WITHIN 24 HOURS OF SLAB POUR. I i I I t I LJ L- ----- ----1 I I I r-- UP STEP FOOTING I I--.___ _________________ - I I i t I ' I O iO l I ANCHOR BOLTS(TYP) I I I I rt't I I 5/5'DI4 ANCHOR BOLTS I I iN I I I W/WASHER PLATE 1/4'X9'X3' I I on r-------------------------- ------, 4 P 1 » 1 _ 1 I SPACED•32'O.C.O.0 MAX. i I 1 a (� �� I 1 AND WITH"Ir OF EACH /1 ----------------------- __1 I I I 1 CORNER.EMBED BTIIN.,TYP. i i i L, •1 I 1 I r NOTE:STOP SLAB FOUR I L_________ ___ _____ --J I I ( __--J 1 BELOW GARAGE DOORS I I I 1 _ J L----------- MAIN FOUNDATION I I I W a DROP TOP op wALL -- -----_-- I J T.O.W:ELEV.47.o I I I ) AT GARAGE DOORS TO I I I I------___---- BEAM POCKET I 1O'X W--ICYH W/21r6 BARS 1 I 1 AT GATKJM 46.60' ( 1 I CONT.TOP,BOTT.,AND 1 - I I BASEMENT WINDOW 1 1 MOSPAN OVER 24'X42- I I I 1 I I 11I BY FOUNDATION CONTRACTOR III Q KEYED FOOTING W/2te6 I I I I I I 1 1 'p• TYPICAL OF 2(6X6 P.T.AREAWAY) 1 1 BARS C.I.shoos MX I I I I p I I 21'-10' r- , TYPICAL PAD FOOTING(350QN .) I I I I I T H I I 90'X98'X12'W/4/*a BARS ` -I I I v 1 I GARAGE SLAB(TYP) I 1 EA WAY,s oFF BOTT. T I I I l l I I I +6'CONCRETE(4000s M X I OF FOOTING.ITYPI. L_H _J I I I DROP TOP OF ALL I 1 I - W/6X6 WIAXW1.4 WWM OV�R I I I 1 I I 4'CRUSHED 97014E I 1 AT GARAGE DOORS TO I 6 MIL VAPOR BARRIER r• I I ELEVATION 4SAO' I w W MECH.COMPACTED COARSE I I Fl I BELOW DECK 1 I / Imo\ General Note: 1 1 1 GRAVEL UNDER ENT RE SLAB I 1,I .2'PITCH TO DOORS 1 I 6'-7' 6'-10' 6'-9�' F 16'-7�• '_4• 19'-B' BI �J� I The drawings and all of the ideas, 1 NOTE:STOP SLAB POUR I a 1 I 1 I I concepts.designs and plans 1 BELOW GARAGE DOORS I r-- , r I I 1 i I t 1 ) ---1 J ] I L_- -___-J ndicatea thereon or mp-.ted __ _ are owned by and remain the El--_---I-_ ___---- -I I I An I- _a,_—_- _ I property of John Dvorsack Architect LLC. STEP FOOTING I I I I i----- L_ I I I 1 1 I BASEMENT SLAB Q L-- I I J •4•CONCRETE(4000sWWM MIX l L t __J r_____ 1._J L_1 I-J 6 MIL VAPOR BARRIER OVER I _ _ I it None of the designs,details,or ideas I ______________________ I •4•MECH COMPACTED COARSE I J shall be utilized by any person,firta L---- t• III GRAVEL UNDER ENTIRE SLAB ____-___ I I EXTEND THESE COLUMNS TO I p or corporation for any purpose except THE OF(2)-1.76' • I I 1 ---— _— __ of 7ahn Dvorsack tArchitect LLC. FLUSHH LV LVL BEAM IN FLOOR � ] 2 i i BEAM POCKET I I ° Project Number: y/ To 1 I 0'CMU AREAWAY IN r-hF1 , AT�WOIDOWE TO ALL 1 ON 6'X16'LONG.FOOTING. 16-152- UI - - - I t+ ELEVATION 42.63' I } I - _ THCOUEIiEER TO FACES WITH Q r MATCH THE RETAINING y 1 I I El- By I 0 I 7 WALLS.2 X4T STONE CAv Issue Date: N I L_ J J TO MATCH THE POOL BASEMENT WINDOW PAVING.FILL THE BOTTOM it ry, FOUNDATION CONTRACTOR I �7 P 1 I TYPICAL OF 2(6X6 P.T.AREAWAY) III ---- III - I { i WITH 4•-0'OF PPr4STONE 05.12.201/ r , BEAM POCKET I BEAM POCKET I --.-F-'- - I i m 1 1 r -_-__J L----__ Revision Date: 1 I I _—.._— L-______� I r____ , 1 I ss _--- 4'-0' TH OF Mq __ J ___________ n _� _J L-----J I I 4 CRUSHED STONE b 1 � � I •o OOAIENIC m B LOW DECK 1 I OePRCELO L -- —. .— - --- - --- - ----------------------� r p J STR.35URAL y f.._�-_, r.__-__ _ h � No.35062o Q I I T L__ __ ____ __________ _______ __- MAIN FOUNDATIC 'lld) T.O.W=EJEV.47.0 Drawing Title: ENTRY PORCH FOUNDATION DROP TEP OF WALL 10•X 6'-10'H W/2i18 EARS g AT FIRE LACE O GONT.TOP,BOTT., NO ELEVATION 48.17' T.O.W?EL6V.46.13' MIDSPAN OVER 24'X ' 0'X 6'-2'H W/2MB BARS KEYED FOOTING W/s5 Foundation Plan CONT.B BOTT„AND BARS CONT.9600M MIX 24'X12-KEYED FOOTING W/2s6 BARS COST.35000 MIX 2-O A-05 r-o• 7'-4' S-4• 7'-4' Drawing Number: 20--0' 6'-0' D'-O' 6'-O' 20'-0• 7'-O' r-4• 77 MO' S .01 05.12.2017 FOUNDATION PLAN SCALE.1i4"=r-0"T1 FOR COINSTRUCTION BEAM/HEADER SCHEDULE •.. HEADER DESCRIPTION COMMENTS d Ad:.<tv:9 S H1 2-2x6 W/t PLYWOOD FLITCH HZ B2 2-2X8 W/1'PLYWOOD FLITCH 52 NO PLYWOOD H9,59 2-2X10 W/t PLYWOOD FLITCH 59 NO PLYWOOD are' 144,54 2-2X12 W/F PLYWOOD PLITCH 84 NO PLYWOOD John Dvorsack,',-,i,t,i I.I.c H6 9-2X6 w1t PLYWOOD FLITCH X 2 He,Be 9-2X6 WIP PLYWOOD PLrrCH X 2 H7,B7 9-2X10 W/j PLYWOOD FLITCH X 2 hyKnc WllF ne[A H0 9-2X12 W/ PLYWOOD PLfTCH X 2 g_p• famcnm�.0 n�10 H9,69 &26XBb'PARALLAM PSL PG Bo.Q1 H10,810 2-1.75'X7.8'MICROLLAM LVL 1.9E fSrn„r I.IA C'iilt HW,B11 2-1.76•XB.28•MK:ROLLAM LVL 1.9E N 1 .'um loavcm+xuom .]t.SInY.7fi H11.1 2-1.76'X11..76'M.ROLLAM LVL Q A-06 ...6 .pnr,la.aardrtir mn ,i»i1p;Giifi... H12,B12 5.26X11.875 10E PARALLAM PSL H19 9bX9b 10E PARALLAM P31- -------- H14,B14 (9)-1.76•X9.2W LVL PLY FILLER ASSEMBLY WIDTH 6 r Owner&Property Location: H18,SIB (91-1.7a%7.6'LVL PLY FILLER ASSEMBLY WIDTH 6 - _- His,B10 6.25'X7.8'PARALLAM PSL _-_-_-_- H17 (9)-1776•X11.26'LVL- PLY FILLER F- 14 __ COLUMN SCHEDULE 'I /JI �j - - ° - — COLUMN DESCRIPTION COMMENTS 2-2X10 et C1 2X4 STUD POCKET / C21 2--2X4 STUB COL.DOWN TO 9 9-2x4 t_ c HEAD w 9-2X4 STUB COL.DOWN To C ji II A� C9.1 _______ It C4 2X6 STUD POCKET _________ __ C5 2-2X6 ! 1 STUB COL.DOWN TO ------ HEADERI I II W 1 Cs I li II U I) 2X10 P.T.RIM BLOCK H^ r 1 C8 9-2X6 C7 4X4 SOLID POSTOST ON TO I I W I I C7.t BEAM OR EADE0. BETWEEN HOUTSIDE POSTS 1 I FLUSH WITH POSTS r 7 I I ' 1 II FACE OF P.T.POSTS. rl GB 4X6 SOLO POST CONMUOUS 2X6 P.T. 4X6 SOLO POST DN TO I W V 1 A HEADER I �j C9 RIM JOIST OVER COLUMN C9 6XB SOLID POST T^ AND RIM BLOCKING. U V l C9.1 6X6 SO D TO --------- L J BE P03TN A HEADER r_-J I SEE DETAILS W/SIMPSON ABU- GAL .POST _f _ , _ _ _ _ : BASE W/8'GALV.ANCHORL.- C10 4X4 SOL®P.T.POST -, --- - _WHERE APPLCABLE,CONNECT WITH BEAM AT TOP OF COLUMN WITH 31MP30N PC44 OR EPC44 1 1 1 �----1'1:076•tVL513'1'ERED"------� i y) � i �` i /•w TO C11 4X6 SOLID P.T.POST (-__-----_--_-_ -__-------^_�__--- - r' fi J _-_-- t DOUBLE JOISTS BELOW ISLAND I / V` C12 6.26X6.26 PARALLAM PSL WOLgM4 YYIZED WHEN EXTERIOR - -12)-2X8 P.T.IFLUSH) I TO RIM AT BULKHEAD- 9 g.2gX3.28 PARALLAM P3L C111 STUB COLUMN TO TOP OF WOLMANRED WHEN EXTERIOR =_- __ --- :i /U I DECKR G r r------ -__ ------------ - -_l - Cis 4•DIA.CONC,FILLED LALLY r 2X P.T DE K- IIS -•16' .G _��� [ J COL.ON 8•%8'X1/2.843E PAINT ALL METAL SURFACES I� - R 1 rI O C14 PLATE W/(4)-6/B'DIA EXP. WITH CORROSION AS RESISTANT I - - - - ; - -_ -'--- - L L---- J -J PAINT AFTER ASSEMBLY - I- 1 1 __ --- rTl ___________ _ w f BOLTS(EMBED 61.SEE PLAN BEFORE POURING FLOOR SLAB I I ' r'S j -------- v 1 FOR CAP PLATE I IT-I 1 W 3IMPSON ABU-B6 GALV.POST I, I I �__ __ __...t I .r� I ___ _ ______r ----I I h"1 BASE W/B'GALV.ANCHOR I - CONNECT TO BEAM AT TOP OF II L- I ., \ II C45 BX6 SOLID P.T POST I COLUMN WITH SIMPSON GALV. I F- L J --_-_.__-_J.- -)L;-- Br- AT INTERIOR POSTS AND I 12)LCE4 AT CORNER POSTS II III / o Mi o \ I Ub HSS WX4•X;•STEEL COLUMN I __ I I I--__--_-_ ! r �� 11 U7 (2 b'X6.64b6E TA KING FASTEN TOGETHER WITH 2 EA. Iit I STUDS 16D NAILS a 12.O.C. I I c I I G18 1.6'xsv 1.56E --r TJI KING STUD i II ( (2h1.7S'X11.B75'LVL(P rl) - - III O O ,\ 1 11 U9 4X0 SOLID 01 DOUGFIR �._ r------- J -_ ------ - , __ - --i I .o --I- -I �� m m �- 2 A-08 C22 816'X6.26'PARALLAM P3L, PARALLAM PLUS FOR L---------] -r - __ - _ / U General Note: 1.6E COLUMN EXTERKRt COLUMNS II __ 16 11 ( ff-- Iz=1}I-_s Il I 9.5•X5.26'PARALLAM PSL, PARALLAM PLUS FOR I / I 1 G29 1,8E COLUMN EXTERIOR COLUMNS I L__ -__ —-J 9 __ N The drawings and all of the ideas, concepts,designs and plans C24 6BE,COLUMN��M PSL, I 'h ^ U indicated thereon or represented 4. __ __ -I I e5 // am owned Johand n remain the L Architect LLC. 11 J c Property FRAMING SYMBOLS A rf---------�--' ------- --.._. 1 II O-?.i�'x11.7 Lv 1 L H y - --- - R -� None of the designs.details,or ideas I T �_t J�I - _ JJ -� L-k1�._I_ I � I Irr=———___=-J o coshall be+Poregtio�n£oy any person,erty purpose except I II l II -_- with specific written nnission =--J i DENOTES COLUMN DOWN BELOW,SEE COLUMN SCHEDULE L--------J / / ! 1 ---____ JJ a ------------------------ -—1 .irr I of John lNorseck Architect LLC. n L i-1JJ_ --- DENOTES BEAM OR HEADER BELOW DENOTES GALV JOIST HANGER '�—L—�=_ - (2N.76•X11B75•LVL(FLUSH L Project Nu O . ) - ___-_ \I - _----- I mber: ® �I I _ _ _ DENOTES BEAM.SEE SCHEDULE ON THIS SHEET FOR SIZE 16-132-Q I \ I I ® DENOTES HEADER N SEE SCHEDULE O THIS SHEET � 9-42 � FOR SIZE - III / !'1UI I I I I I \ - a 12-4• - it WINDOW/DOOR OPENINGS f - - - - I I I a - - - Issue Date: ® SINGLE JACK/KING STUD y N • I\�l7 // 1 II 4 I I I I J ^/ ® DOUBLE JACK/KING STUD UB �y e a uu I / \ 05.12.201 J ® DOUBLE JACK/DOLE KING STUD \ Revision Date: SCHEDULES AND KEYS SCALE:114-1--a" 2 - -_ _ _-_ _ "-� ( .76 X11b LVL F H) `1"OFOgS I I � I I I o`' oonleNlcw I I STFUCTUHAL --'i FIRST FLOOR FRAMING NOTES: I -- -- - I No.Jaoez - -- _---__ -- ---j 2X P.T DE KJ 19 5016' .C. L-_ _- \\ o- / _- -J of FCIsrEaE W¢ 1, FIRST FLOOR JOISTS SHALL BE ILEVEL 11.876- TJ1 960 SPACED ___________________ _. ASS ON THE DRAWINGS.DESIGN CRITERIA:DEFLECTION L/480 400 L.L.,200 D.L -------l --- ---- - 1 'LVL'MEMBERS NOTED ON THE PLAN SHALL BE ILEVEL 1.9E MICROLLAM LVL. �I ----- S 1 Yid 'PSL•MEMBERS NOTED ON THE PLAN SHALL BE ILEVEL 20E PARALLAM P3L, _ ___ __ _____ __ __ _____ _ ___ _ ----- - - 'LSL'MEMBERS NOTED ON THE PLAN SHALL BE[LEVEL 1AE TIMBERSTRAND LSL. '----------� Drawing Title: L 9. G.0 MUST SUBMIT SHOP DRAWINGS FOR ARCHRECT APPROVAL PRI00.TO FRAMING, (2)-2X8 P.T.(FLUSH) ! I First Floor Framing 4. SHEATH THE ENTIRE DCGK WITH 9/4'ADVANTPL FLOOR PANELS,GLUED AMC)NAILED. �------+------_1 6. TAPERED DECK JOISTS SHALL BE 2X12 NO.2 SPP OR BETTER 0 16'O.C. --___-i------J I i I I I jA-05 Drawing Number: 2 2.2017 FIRST FLOOR FRAMING NOTES 3 FIRST FLOOR FRAMING PLAN SCALE:114"=I' F()Ct CONSTRUCTION -0- 05.1 I TRiTCTION BEAM/HEADER SCHEDULE `R t HEADER DESCRIPTION COMMENTS H1 2-2X6 W/k PLYWOOD FLITCH 1 NZ B2 2-2X0 W/ PLYWOOD FLITCH 52 NO PLYWOOD ,y - Ha,Ba 2-2X10 WIJI PLYWOOD FLITCH Ba NO PLYWOOD H4,54 2-2X42 W/ PLYWOOD FLITCH 54 NO PLYWOOD John Dvorsack Ar'J-,j,.'t I.,I.C, H6 3-2X6 W/ PLYWOOD PLITCH X 2 He,S6 3-2X8 W/P PLYWOOD PLITCH X 2 •56NgMi9N pmr H7,57 3-2X40 W/ PLYWOOD FLITCH X 2 He 9-2X12 W/ PLYWOOD FLITCH%2 re,rtor,le+I.5a1¢'?F H9,B9 5.26X9.5'PARALLAM PSL ®_ Patrok. 410.810 2-1.76'X7.5'MICROLLAM LVL 1.9E P)�,I� FH1,B41 2-1.76'%9.25'MICRDLLAM LVL 1.9E •� w. y -W CC.D2u' H1L1 2_; :X MKROLLAM LVL N ^ a w;b3rcrquq..tl�r. - f.),»"5- H12.B12 6.26XM.878 2.0E PARALLAM PSL A'� ean�'13s�a•ma rm -:.t3..grn.g>Ip H43 3SX9.5 2.OE PARALLAM PSL H14014 (a)-1.76%926'LVL PLY FILLER ASSEMBLY WIDTH 6 H15,B16 (S)-1.76'X7.6'LVL PLY FILLER ASSEMBLY WIDTH ]rTH 6 Wr1eI Property Location: H16,946 6.26'X7.6'PARALLAM PSL I ® I r 1 I IAII COLUMN/BEAM H17 (a)-1,75%41.25•LVL. FIL PLY LER --- -COLUMN SCHEDULE L J POST CAP ATE-4 COLUMN DESCRIPTION COMMENTS CORNER COLS.,TYP. /C21-2X4 STUB COL.DOWN TO G21 HEADER Ca 9-2X4 STUB COL_DOWN TO Ca•4 2HEADER X5 STUD POCKET COLUMN/BEAMSIMPSON SC6 V 1 C6 2-2X6 - /\ POST CAP AT C64 zro STUB COL.DOWN TO / \ INTERIOR COLS..TYP. HEADE CIS 3-2X& \\ w C7 4X4 SOLID POST C7.1 X4 90LD POST DN TO BEAM O HEAD R CB 4X6 SOLID POST 4X6 SOLID POST DN TO / Vl �'1 EAM 09 HEADER i C9 6X6 SOLD POST \\ I U V l C9.1 6%6 SOLD POST DN TO EAM OR HEADER - ---------Hd-�-� W SIMPSON ABU- .GA POS ---- BASE W/t•GALV.ANCHOR - - WHERE APPLICABLE,CONNECT .1- _ -- - C40 4X4 SOLD P.T.POST TO BEAM AT TOP OF COLUMN WITH SIMPSON PC44 OR EPC44 TO SUIT(GALV). � -- C41 4X6 SOLD P.T.P03T 8 t. (1)-4.75'X44•LVL C12 625X625 PARALLAM PSL WOLMANIZFD WHEN EXTERIOR C9 ® © r - _ - gIgTERED LSL RM 626X626 PARALLAM PSL --- - ---- 1S'X14 - IM,(TYP) U / O ® J 1 2.1 STUB COLUMN TO TOP OF WOLMANIZED WHEN EXTERIOR U (.L( DEG FRAMING C1a MSS 3.6'X9S' I H i r 4'DIA.CONIC FILLED SALLY COL.ON WX5'X1/2'BASE PAINT ALL METAL SURFACES L RESISTANT - J L`--o-------- SOLID I®I I I SOLD BLOI®CKR II C. C14 PLATE W/(45/8'DIAEP. WITH CORROSIO - I I I C AFTER ASS MBLY BOLTS(EMBED ).SE PLAN BEFORE POURING FLOOR SLAB W/9MPSON ABU-66GV.POST OR CAP-PLAT: 1 \/ O .� W a BASE W/`'GAILY.4NCHOR. C46 6X6 SOLD P.T POST CONNECT TO BEAM AT TOP OF COLUMN WITH SIMPSON GALV, I ~-- L J .- --- I I I G G. TS BC6 AT INTERIOR POSTS AND (2)LCE4 AT CORNER POSTS I 3 I -- i I I I I I I C16 H33 4'X4'Xt STEEL COLUMN -'j 0 I ! I 7 ! C•IT (2)-1.5%.5.1.66E TO KING FASTEN TOGETHER WITH 2 A. STUDS 15D NAILS•12.O.C. ,� CIO4.8'%6.6'4.66E TJI KING STUD (�) .76 X14•LV - u II - b J C19 4X6 SOLD 01 DOUG-FIR y F$ F 7� I - ' ' , 'J m T II m ._.yt_____ ' 0____-___' CZI 526'X525'PARALLAM PSL, PARALLAM PLUS FOR ----- 9 / S L m' tS General Note: I.B.COLUMN EXTERIOR COLUMNS I f I, / II = K DI 9 II n Q H I a.6'X6.26'PARALLAM PSL, PARALLAM PLUS FOR ®II U I I iI jJ n - - -�III ,g '� m n I 1 G23 4.6E COLUMN EXTERIOR COLUMMS --1 I L--_I I i N The drawings and all of the ideas, 1I _ a concepts,designs and plans C24 626•X7.6'PARALLAM PSL, --1 - ; 46' 46,OC. -�m / indicated thereon or represented1AE COLUMN I _ F---r,//! // I� - �l I I are owned by and mmein the --' -- / -_ C ® CS C9 C9 _ property of John Dvorsack Architect 1J.C. FRAMING SYMBOLS J----1---- ----� I•- - I t . I I --- I shall be utilized b y any person,firm or corporation for my purpose except DENOTES COLUMN DOWN BELOW,SEE COLUMN SCHPDUL-E \ y - with specific written permission C �{ I of John Dvorsack Architect LLC. -- DENOTES BEAM OR HEADER BELOW -- --- -- ------ --- O E DNOTES GAILY.JOIST HANGER - J F \ -) - / L / _II 1 Project Number. ® DENOTES BEAM.SEE SCHEDULE ON THIS SHEET FOR SIZE T�Y ® , \ (•ISTERED LVL 16-152-Q V 1 DENOTES HEADER,SEE SCHEDULE ON THIS SHEET FOR SRE OQ\\ \\ i U 919TERED TO LSL RIM �G WINDOW/DOOR OPENINGS ! iO 13) \. ® ! > _ ® Issue Date: ® SINGLE JACK/KT4G STUD --� ® DOUBLE JACK/KING STUD ® 05.12.201/ DOUBLE JACK/DOUBLE KING STUD _- 4' 0 D.C. Revision Date: 'v ® T PL io _ 'v 7 SCHEDULES AND KEYS 2 I r T ® D `� L 4Ss SCALE:1/4"=1'-0" n DF ! (2)-1.75'%14'LVL s W. N I d l I I I I I I I DMIENICD¢ANDELo SECOND FLOOR FRAMING NOTES: a I' 11 I 2 I I I II 1 I I I 1 --- RA K'-O N1'-5 '4' --- - u 5Na 35062E L 1 2 G G. T9I. N H •$•9F 0 N MAIN SECOND FLOOR JOISTS SHALL BE ILIVEL 44' TJI 230 SPACED I I !P 4 4S AS INDICATED ON THE DRAWINGS,DESIGN CRITERIA:DEFLECTION L/480 40a LL,20.DL 1.6'X14 LSL RIM,(TYP) ® ) I I I I II II FLOOR INDICATED DESIGN DRAWING SHALL BE(LEVEL 4-4- TJI CTI SPACED START SPACING THIS END I I I I I I I I I I I I I I I START SPACING THIS END ,17 AS INDICATEDFJ7 ON THEEDRAWINGS.DESIGNN CRITERIA:DEFLECTION L/480 40.LL,20»DL 'LVL'MEMBERS NOTED ON THE PLAN SHALL BE ILEVEL 4.9E MICROLLAM LVL _ + +} t = {_+ = Drawing Title: 'PSL'MEMBERS NOTED ON THE PLAN SHALL BE(LEVEL 2.OE PARALLAM PSL •ESL'MEMBERS NOTED ON THE PLAN SHALL BE(LEVEL 1SE TIMBERSTRAND L9L. Second Floor Framing G,C MUST SUBMIT SHOP DRAVA GS FOR ARCHITECT APPROVAL PRIOR TO ORDERING FRAMING PACKAGE. SHEATH THE ENTIRE DECK WITH 3/4'TEG ADVANTEC SUSPLOOR,GLUED AND NAILED. PLUMBING PIPES CUT THROUGH FLOOR JOISTS.CUT HOLES IN STRICT ACCORDANCE WITH JOIST MANUFACTURER APPROVED DIRECTIVES. I MASTER BEDROOM TAPERED DECK JOISTS SHALL BE 2X4O NO.2 SPF OR BETTER•15.O.C. J A-05 I Drawing Number S-03 SECOND FLOOR FRAMING NOTES 3 SECOND FLOOR FRAMING PLAN SCALE:1/4.=l•-0 1 FOR os.CONSTRUCTION STRUCTIC)N BEAM/HEADER SCHEDULE HEADER DESCRIPTION COMMENTS H1 2-2X6 W/t PLYWOOD FLITCH H2,B2 2-2X8 WI?PLYWOOD FLITCH 52 NO PLYWOOD - H3,53 2-2X10 W/ PLYWOOD FLITCH B9 NO PLYWOOD 7,, r� !' , rt H4,04 2-2X12 W/ PLYWOOD FLITCH 04 NO PLYWOOD John Dvorsack%?tl`�?'r"r,e)..I('. 4. H6 3-2X6 W/ PLYWOOD FLITCH X 2 H6,56 3-ZX8 W/ PLYWOOD FLITCH X 2 H7,87 3-2X10 W/ PLYWOOD FLITCH X 2 K4",0C Hn,Su:l zA HB 3-2X12 W/ PLYWOOD FLITCH X 2 r,;mc:ar:�.r^=it5ad H9,B9 626X9.6'PARALLAM PSL PC 8",129 H10,510 2-1.76'X7.6'MICROLLAM LVL 1.9E N L� c .m+w jiar:.nihcl mR. ip S+JsJf, H11,B11 2-1.76-X116'MICROLLAM LVL 1.9E Y A� Y yn,.5j0.mA�in:!cr. .,ru�!.yn,y,tg. H11.1 ..2rx'XM,B78'MICROLLAM LVL < ...:4 .12..42 6.26X11.B76 2.OE PARALLAM PSL H43 3.SX9,6 2.0E PARALLAM PSL W4014 (3)-1.76'X916'LVL PLY FILLER ASSEMBLY WIDTH 6 I Owner&Property Location: H15,B46 (3)-1.75'X7.8•LVL4 PLY FILLER ASSEMBLY WIDTH 6? - H16,516 6.26%70'PARALLAM PSL r H17 (3)-1.75'X11,26'LVL, PLY FILLER LJ - - COLUMN SCHEDULE _-� COLUMN DESCRIPTION COMMENTS CI 2X4 STUD POCKET 1 II C3 2-2X4 l C2.1 2-2X4 STUB COL.DOWN TO C9 3 ADER C3.1 3-2X4 STUB COL.DOWN TO kjEADEIZZ y1 C4 2X6 STUD POCKETCS I C6.1 2-2X6 STUB COL,DOWN TO C6 HEADER C7 4X4 SOLID POST _ Qa �C7.1 BEAM OR N AE DER Ce 4X6 SOLID POST V l C0.1 4X6 SOLID POST DN TO W '^ EAM OR HEADER 'V�1s C9 6X6 SOLID POST W U vl 6X6 90 ID PO R ON O C41 C4 CS W/ C9.1 BEAM OR HEADE __ __ _ 6 91MPS0 ABU- GA POS BASE W/''GALV.ANCHOR S'-112' rr- C10 4X4 SOLID P.T.POST WHERE APPLICABLE,CONNECT L //�� � TO BEAM AT TOP OF COLUMN N - 1 1 0-. ^ WITH SIMPSON PC44 OR EPC44 PAD DOWN CEILING TO �1 TO SUIT(GALV). 2"CLG JOISTS•16.O.G. I- (=�Ia I rT, CM 4X6 SOLID P.T.POST 7'-7 1/2'OVER BATH AND HALL h+'1 C12 6.25X5.25 PARALLAM PSL WOLMANRED WHEN EXTERIOR 6.25X525 PARALLAM PSL _ __ _ _ _ 0U ® (� C12,1 STUB COLUMN TO TOP OF WOLMANRED WHEN EXTERIOR - _-_-_-__ __ ---- - --- - 1 7 --_ __ -_T--___- I_ 31. JU 3DECK FRAMING C19 SS 3.6'X3.6'XX r r 6 , - 3 0 4'DIA.CONC FILLED LALLY (21-1.76'.9.2'LVL 7_g m PAINT ALL METAL SURFACES COL.ON B'XB'X1/2'BASE WITH CORROSION RESISTANT C14 PLATE W/(4)-6/8'DIA EXP. W 9MPSON ABNG GALV.POST -_ _--_--_ rr 7. CB C5- - g ® L PAINT AFTER ASSEMBLY r = - BOLTS(EMBED B').SEE PLAN ----- -- 9 - -- - - X4 O 9 FOR CAP PLATE BEFORE POURING FLOOR SLAB BASE W/t GALV.ANCHOR. I L_ _-_---- C16 6X6 SOLID P.T POST CONNECT TO BEAM AT TOP OFE-4 ' I I w COLUMN WITH SIMPSON GALV. « - trr� BC6 AT INTERIOR POSTS AND I r 2X10 CEILING JOISTS l (2)LCE4 AT CORNER POSTS •16'O.C.C.N.6'-9 1/2'Cis HSS 4'X4'X?STEEL COLUMNH /. . . TJI KING FASTEN TOGETHER WITH 2 EA. - - - > dl -C17 STUDS 16D NAILS•12.O.C. 1111 ' _� I UB 1.5'X6.6'1.65E To KING STUD l j - I I' 0HIp 6 1C19 4X6 SOLID C1 DOUG-FIRp - _6.25'X6.26'PARALLAM PSL, PARALLAM PLUS POmC22 . General Note: 1.0E COLUMN EXTERIOR COLUMNS / - 1C23 3.5'X6.26•PARALLAM PSL, PARALLAM PLUS FOR __ La1 JI ` p,LBE COLUMN EXTERIOR COLUMNS616'X7.6'PARALLAM PSL, / - - - N The drawings ra alt o lthe ideas, L-U 6 co.cateddesignsaMplans C24 __� : I� indicated thereon or represented 1.BE COLUMN / 2X O LO B G _ _ _// ____ ____ ��___G§ _ --� ate owned by and rcmaln We TODECKRAILING HT. propertyofJohnDvomackArchitectLLC. FRAMING SYMBOLSL - C37 SECURET2-x OG JST_CB 1 , (2H 6•.16•YA7..�HC BO .7'7 1 2 - _ --_-__-_ L ®_ shell rp utilized by any person,firm t -- or corporation for any purpose except r1F J with specific writtenpermission DENOTES COLl1MH DOWN BELOW,SEE COLUMN SCHEDULE ATTIC HATCH I\ of Job.Dvorsack Architect LLC. -- DENOTES BEAM OR HEADER BELOW L 'S❑ DENOTES GALV.JOIST HANGER - _ L JI . -._-_—._— Project Number.® DENOTES BEAM,SEE 9GHEWLE ON THIS SHEET FOR SITE ==== 2-2X10 CLGT 77® DENOTES HEADER,SEE SCHEDULE ON THIS SHEET FOR SIZEJ I 16-1S2-QVlWINDOW/DOOR OPENINGS < Issue Date: ® IL SINGLE JACK/KING STUD y ® I- t, ® DOUBLE JACK/KNG STUD S',N Ur 92 4, ,-0. 91 05.12.201 ® DOUBLE JACK/DOUBLE KING STUD S 2 � 2-2X1n cl_G,1ST �`' ® C CS ® -2x10 LG JST Revision Date: F=- - — I C4 = -- _ - 11 b 1 SCHEDULES AND KEYS SCALE:1/4"=I'-0" 2 t L -- -- 3r _J 1 F tH OF Moss -2X10 CLGDWTENIICEILING JOIST FRAMING NOTES:q CEILING JOISTS SHALL BE 2XB/2X10 N0.2 9PF OR BETTER 16.O.G. 1L_ LJ _JJ 9apyFors>• SEE BUILDING SECTIONS LJ 2,LVL MEMBERS NOTED ON THE PLAN SHALL BE TJM MICROLAM LVL WITH 6 ' - Fa,2.600 PSI AND M.OE•1,900.000 PSL ty'h &SHEATH HVAC ATTIC AREAS AS NEEDED W/1/2'PLYWOOD FOR SERVICE ACCESS_ --- ----_-_____-_-_--- Drawing Title: 4.NAIL EACH RAFTER TO INTERSECTING CEILING JOISTS WITH A MINIMUM OF NO)16,BOX NAILS.TTP. ------------ -- 5.---DENOTES HEADER BELOW.PROVIDE DOUBLE JACKS EACH END,TYPICAL UNLESS NOTED. Ceiling Joist Framing Plan l c A-05 Drawing Number: S-04 05.12.2017 CEILING JOIST FRAMING NOTES 131 CEILING JOIST FRAMING PLAN SCALE:1/4"= -0" 1 FOR CONSTRUCTION BEAM/HEADER SCHEDULE M ESCRIPTION COMMENTS 2%8 W/�'PLYWOOD FLITCH2XB W/ PLYWOOD FLITCH B2 NO PLYWOOD 2X10 W/ PLYWOOD FLITCH B9 NO PLYWOODWELD JOINT2X12 W/ PLYWOOD FLITCH B4 MO PLYWOOD 2X6 W/ PLYWOOD FLITCH X 3 2, 2, e-2, 2, John Dvorsack-2XB W/ PLYWOOD FLITCH X 2-2X10 W/ PLYWOOD FLITCH X 21/2'BENT STEEL PLATE-2X12 W/ PLYWOOD FLITCH X 2 BETWEEN 2-2X10 RAFTERS H9 B9 8.26X9SI PARALLAM PSL H10,E 3-1.76X7b'MICROLLAM LVL 1.9E SHOP D D W1 B11 2-1.76'X926•MICROLLAM MOLL 1.9E 1 AT JOINT.BOLT 0 12-D. D1A. Fa+-ILI Alt:iS]I FN1.1 2-1,76'X11.876'MK:ROLLAM LVL a THROUGH BOLTS•12'D.C.,2' 'w+.r lnacm-t con A-Oti .-,� FROM TOP AND BOTTOM. � ��� zOn H12 B42 6,26X11.876 20B PARALLAM PSL .rynngpa¢Mectccn .9G?..4u1.:✓,.!5 H19 9.6X9.6 2.0E PARALLAM PSL H44JB14 (9)-1.76'X9.26'LVL PLY FILLER ASSEMBLY WIDTH 6;' H46,B16 (9)-1.76'X7b'LVL PLY FILLER ASSEMBLY WIDTH 6 I Owner BC PropeITy LoridtioB: H16,016 6.26'X7.6'PARALLAM PSL 1447 19)-1.76'%1126 LVL• PLY FILLER r, ----- COLUMN SCHEDULE I I OMGU9 COLUMN DeSCRIPTION COMMENTS PACeN.HANGER Z 2X4,STUD POCKET �Tl C2 2-2X4 I w C21 2-2X4 STUB COL,DOWN TO __-' HEADER C9 9-2X4 C9.1 rL 9-2X4 STUB COL DOWN TO HEADE Gn 'l Nn I I (71 v, C4 2X6 STUD POCKET G8 2-2X6 C.61 2-2X6 STUB COL.DOWN TO HEADER > O > to O M C& 9-2X6 J C7 4X4 SOLO POST 'R • n R '�• I I 4X4 SO h"�, LID POST DN TO N \ CIAEAM O EADER � I� GB 4X6 SOLID POST � � ' G0.1 %6 SO ID POST DN O B OR HEADER tt_1 i w C9 6X6 SOLID POSTW/ U C9.1 B%B SOLID POST D j N TO J J -----It C5 --- CS EAM O ER /SMPSON ASU-44 G4 V.POST J = e®BASE W/g'GALV.ANCHOR ly F - --- -- _ CIO 4X4 SOLID P.T.POST WHERE APPLICABLE,CONNECT K 121 2X10 ^ n TO BEAM AT TOP OF COLUMN WITH SIMPSON PC44 OR EPCA4 �^,. I ----- -----} - y TO SUIT GAL . T JH I' -4. v` w G11 4X6 SOLID P.T.POST C12 4X6X8.18 PARALLAM P,SL WOLMANReD WHEN EXTERIOR CS 1- i�i III J h•rl `�V (►.iM~.) 62611626 PARALLAM PSL - - C111 STUB COLUMN TO TOP OF WOLMANMED WHEN EXTERIOR K F'DECK l C19 FIBS 9,6'X9.6'X C DNA.N WX FILLED SALLY PAINT ALL METAL SURFACES 2 O 2 10 COL.ON 61(6'X1/2'BASE WITH CORROSION RESISTANT - ____ ----- --- U4 PLATE(EMBED 'I.A E%P, PAINT AFTER ASSEMBLY q�-4 BOLTS(EMBED 89.SEE PLAN I I D L_-- L--T_ -- - - POR CAP PLATE BEFORE POURING FLOOR SLAB -I - /SIMPSON ASU-66 GALV.POST 91. - BASE W/f GALV.ANCHOR. ---- CONNECT TO BEAM AT TOP OF .y� 41 C46 6X6 SOLID P.T POST COWMN WITH,SIMP$ON GALV. I I 8'O.C.44 E ,S tl .- I "d 40 RA r �{I' BC6 AT INTERIOR POSTS AND 16'O.C.7/1 PIT H 3 �1 (2)LCe4 AT CORNER POSTS J ^ ll C16 H53 4'%4•X 3TMEL COLUMN III 1 _ _ __ _ _ C17 (2)-1b'%6.64b6E TJI KING FASTEN TOGETHER WITH 2 EA. K -- __--_ STUDS 16D NAILS•12'O.C. ° - r--T c= ---_ _ C16 1.6'X6b'1b6E TJI KING STUD I i INc r ul I in Y R C49 4X8 SOLID•1 DOUG-FIR ---_ i) u aU I I \ J Ior 1 6w b7 LV RT ne fLc II I II A-08 C32 68eXCOLUMNRALLAM PSL, EXTERIOR COLUMLLAM PLUS NS Oo Oro // BUILD TOWER WALL�I nl �.y ; q6'RAF General IP N a , General Note: C29 9b'X623'PARALLAM PSL, PARALLAM PLUS FOR Wt1 III ° OM TOP.LAP OOf%T.ALY ' i V11AP-1;1 _ __ -- I1bE COLUMN EXTERIOR COLUMNS - L LVL BOTH-G G OVER IIII II The drawings and all of the ideas, 2 concepts,designs and p626'%7.6'PARALLAM PSL, 9 / 92 �I 8 indicated thereon or represented C24 1.BE COLUMN / ' - EA H ere Owned by and tannin the II I i s. f J hn Dv k A ti IJ.C' - - - PmtY o 0 orsec rc'tactZ. L--'-------- --1--: _ - --_FRAMING SYMBOLS r------1 r-- r , F--- - - -- y - - 1 -'-T- � e of ns,detaiLa,or sees -- -- - I ( Non thezesig i_ _ hall be u[ilized by any person,fun2X1 R FT I �--- -- 11 2X O R9 - _ -��_- ___ = J or wrporstion for any purpose except •1'O. 7 2P CH • 6' G. 12 --I withspecific ckA permission TOGETHeRI of lobo Dvorsack Architect tt!'. -- DENOTES BEAM OR HEADER BELOWO DENOTES GALV.JOIST HANGER t Number: __ _ PmjecDENOTES BEAM,SEE SCHEDULE ON THIS SHEET FOR SIZE ` %176'a�Ill�'L R G - -- --- -- --- -- - 2)1.6'a1 76 LV R -_II / \ ir-- -- =+ L - ® DENOTES HEADER,SEE SCHEDULE ON THIS SHEET FOR SIZE III STRAP Tle RIDGES I O A R U I , I 9 TOGETHER 6' .C. /12 PITCH ___ > It WINDOW/DOOR OPENINGS 1= (2)2 10 (2)1.75 9 Lv a �� IIII �} Issue Date: ® IL SINGLE JACK/KING STUD I PTE 121 1.76'x92W LVL m 9 III RAFTER lrUL ® DOUBLE JACK/KING STUD s ^' 4 2- 10 (S 3 05.12.2017 I 4� ''a• B o (s e s l 4) ( Om ® DOUBLE JACK/DOUBLE KING STUD - q -- .2 .{ pl BeLow SEE 5-04) 11 I - •�T m =? CS 1 O • III Revision Date: A SCHEDULES AND KEYS SCALE:1/4"=F-0" 2 I L____, o��, "°.M4y,c` DOhIENIC W. I STRUCTURALy ROOF FRAMING NOTES: --- 1.R C.AFTERS SHALL BE 2X10/2X8 MO.2 9PF OR BETTER•16 O. L- -` II -- -- --J -'J 2X SH UPSL- ` - r, - J' - No.3i062 A9 NOTED ON THE DRAWINGS. ---- • 'O C. 12 TC L J �.�.FOIST 2.CEILING JOISTS SHALL BE 2XB/2X10 NO.I SPF OR BETTER•16'O.C. 4'-7�' W-7t SEE BUILDING SECTIONS 9.LVL MEMBERS NOTED ON THE PLAN SHALL BE TJM MICROLAM LVL WITH FM 2600 PSI AND MOB•1,900,000 PSI. � A - - _- - - -- - - � k J k Drawing Title: 4.SHEATH THE ENTIRE ROOF W/6/e'COX PLYWOOD. > j �� K� J > K� HAIL ALL PLYWOOD TO PAPTERB WITH a,COMMON NAILS SPACED AT 4'AT PANEL PERIMETER ry _J W.e T J WH Roof Framing Plan AND 12'IN PANEL FIE TYP. WW F S.RAFTER UPLFIT CONNECTION NOTE:ALL RAFTERS SHALL BE SECURED TO THE 4o K K QO QO P K QO TOP PLATE OF THE WALL PLATE OR BEAM BELOW WITH SMPSON H2.5A HURRICANE CLIPS. KK K In R' &.NAIL EACH RAFTER TO INTERSECTING CEILING JO1ST8 WITH A MINIMUM OF(10)46,BOX NAILS,TYP. Oir Z N 9b Oo H n Oio 7.-DENOTES HEADER BELOW.PROVIDE DOUBLE JACKS EACH END,TYPICAL UNLESS NOTED. r�• - eS• • r• BRIDGE CONNECTION: I CATHEDRAL CEILING OPEN TO RIDGE: A-0S Drawing Number: PROVIDE 1 1/2'20 GAUGE FROM RAFTER TO RAFTER OVER THE TOP OF ALL LOCATIONS Man W/4-80 COMMON OR 400 BOX NAILS EACH END, ALL OTHER LOCATIONS: PROVIDE 2X6 COLLAR TIES AT ALL RAFTERS WITH 4-100 COMMON OR 42D BOX NAILS EA END. S-05 05.12.2017 ROOF FRAMING NOTES 131 ROOF FRAMING PLAN SCALE:1/4" -0° 1 FOR CONSTRUCTION -- John Dvorsack': :+ dLhl.`t u.c R SILL LETS II SWs-1 $W\\—' G♦ \I\Q—���I----_FFF fTO AND CUPOLCAH LIGHT / xne`1.Y Ne.a:crth r,;9wEEl l•Asnr.. '.MFFYayrrtn+.lnmvesCtMn'N:JlkJal A AlDl J :V'rw2.2rv45r U4e 1 •05i}rnF Y4 Al-hN i A \ II y --------__ m=It: �=Q=Ik=1G�1=�=it:=tk E ���- __`\ Owner&Property Location: / I II II II II II II II II II II II II II II II II a / I \ / II II II II II II II II II II II II II II II 11 \\ �� 1 / _ e II II II II II II II II II II II II II II II II' \ �/'/ �� / I 1 Y II II II II II II II 11 II II II II II II tl II \ /' \\ / / u I I 4G II II II II II II II II II II II II II II II II I / \ W `� I / 1 II II II II II II II II II II II II II II II II / / \\ / \ \ II II II II II II II II II II II II II II II II / / -n- \ \ / \L---------- // \ a-G II II II II II II II II II II II II II II II II � \ _ W F+1 =IKKI=�t=B]=r- =13=C=IKKI=�4=7 POOL BUILDINGS 1 \ V1 W GARAGE BUILDING - \ II I C) LIGHTING SCHEDULE RECESSED LIGHTS(RC) ALL AIR-LACK IC HOUSINGS UNDERCABINET(UC) UC-1 UNDER CABINET STRIP LIGHT RC-1 4"RECESSED LED DOWNLIGHT (BY E.C.AS APPROVED BYOwNER) —— IT--- \ \ I ♦ Y>1 / / ' I _ RC-2 4"RECESSED LED WALL WASHER // I \ \ 'b- / I \ /IV q, 4 5 -I------/ --- - - MM RC-3 4"RECESSED LED-PIN SPOT / I i1 _ SW-I/_ ��$wl___'\ <-- - ----- -;--- - --- -- W RC-4 4"RECESSED LED-WET LOCATION SURFACE WALL(SW) i i LJ �• SW-0 CLOSET LIGHTS(Above door t __ r _ /_-_-------_ SURFACE CEILING SC FIXTURES / 0 _ - I ------ (IeXIlrRE BY ae:xALo sLoamazrwH) i i _ I SC-0 UNFINISHED STORAGE AREAS SW-1 EXTERIOR LANTERN-LARGE I --/ •�,> / Q-G 4�' i --' 4-t' I I \\ I , General : (SINOLS BULB CERAMIC.PIXT ILBO BULB BY E.C) NO SC-1 GARAGE SW-2 EXTERIOR LANTERN-MEDIUM I _ I 1 ---i-i r- / , \ - - -�\ I I I �__ �I I I The drawings and all of the ideas. (mXrURB BY P.C.as•ULTILITY LIGWS wI HLENS) (SANDWICHI.AtrrERNONION) I � -- � - _ I 1 mn des' and lens SC-2 CEILING CLOSET LIGHTS 1 I ' I \ - c ♦ cam' 'orsor P S W-3 STEP LIGHT I ----i-I L--- / I \ I - B L_/ —_ — 4 — —_/——J I I I indicated thereon remain (W%1lIRE BY E.C:HALO SLD60as2'rWH) I I I �I I I /' r-I---- - - - - -- 1 1 are owned J and remain the SW-4 BATH 119 SCONCES I I I 1 I I 1 / property of John Dvorsack Architect I1.C. F'�Y1'UItE=-:TVNP.NS,iELE(") 1 11 PENDENT CEILING(P)FIXTURES 1 1 q / L .., SCONCES \ I 1' T I� _-_ �------� --\c-- None of the designs,derails,or ideas SW-5 POWDER 110 SC rn P-I PENDANT ABOVE DINING TABLE ,"�-1x'n:acs-c:Ws..R:a:u.E..rn \ I,�I /'--�� /' � ��---_ �`\I I r-�----7-------\ , I � = I / shall be utilized by my person.fine aEravaE-uwNEesm:r.e:-r, / I -,_r'I \ I �♦ �♦ ♦ / I _ , orcorporationformypurposeexcept S W-6 BATH 208 SCONCES \ I I G' V G' / ♦ / i ♦ I _-__- P-2 PENDANTS AT KITCHEN ISLAND ;<rxrl;zFs-nwuuas::'_usc'!'� \ / II LJ \ 4` �' 4-f' / 4U with specific written prnnission ;)rlx'ruaes,ow,urassel.e::n \ // .I 1_-I__ ___-J ! of John Dvorsack Architect 1d.C. P-3 PENDANT IN MASTER BEDROOM SW-7 MASTER BATH 214 SCONCES I O ;a rlxrce�s-rnvuERs seu;cr \ -- p O.W0.F:--1-3SELR r, \ // ( i I --__ _ - - ''� -__ --- - - Project Number: SW-8 BATH 220 SCONCES \ P-4 PENDANT IN MASTER BATH ;..ixruREs-owuERssEiJ;r'r, \ / f .I ♦ /i - . u elxruae-owweas sEl.ecn SW-9 TOILET G202 SCONCES --- -IL---J /- G �4V / ��'�-------- -_ 16-152-QUI P-5 PENDANT IN TOWER IZlsxn:R!es-owN�:;R::scuctl I !I �} 01`I%'SURE OWNERSSELECI"i N SW-10 POOL BATH SCONCES SW- /�I Issue Date: P-6 PENDANT IN GARAGE CUPOLA rE Er?:1L B-BATH S ONCi) I�-^J (:oiz'I w:r:-cwvERs sr:LEcri I I -- I \\ / G> 05.12.2017 CEILING FANS(CF) CF-1 CEILING FAN W/LIGHT-SCREEN PORCH / ----—---- J ;I - I Revision Date: -. ♦ I I It ro'rA4owNER seLErn 1 I T / / /• `\� I I I \ Electrical Notes: \4 f. COMPLY WITH ALL APPLICABLE ELECTRICAL AND ENERGY CODES. \ / \ svure \ ♦' —_--� \ 2 THE RECEPTACLES SHOWN ARE SPECIAL LOCATIONS OR FOR SPECIFIC FUNCTIONS. ♦ \ 4 \ / 1 ALL OTHER RECEPTACLES SHALL BE PROVIDED AS PER CODE ®F-'—�-i G �3 I / �J y -- ---_ �i — G' / CONFIRM ALL PLUG,SWITCH AND LIGHT LOCATIONS IN THE FOLD W/ARCHRECT PRIOR TO ROUGH M. I I I / \ � �_ � \ \ � _— — a'� 1 SUBMrr SAMPLES OF RECESSED LIGHTS,TRIMS,SWITCHES ETC,FOR APPROVAL PRIOR TO ROUGH. p' A Drawing Title: 4. SILL OUTLETS NOTED SHALL BE'SILLITES'DIRECT PLUG WINDOW CANDLES SWITCHED AS SHOWN. 1 s S. ALLOW FOR 4 EXTERIOR WALL MOUNTED SECURITY LIGHTS TO BE MOUNTED ON THE HOUSE. ` \ GG_ 4G LOCATIONS AND FINAL SWITCH LOCATIONS TO BE APPROVED BY THE OWNER. \ _ ---' 8. PROVIDE NEW UNDERGROUND ELECTRICAL SERVICE FOR THE PROPERTY SIZED \\ ,/ ` —+ I I I I \\\ /// First Floor AS REQUIRED TO ACCEPT THE LOADS FOR THE NEW WORK _ _____ ___ 1.__ _ __ 7. PROVIDE POWER FOR ALL APPLIANCES,HVAC,EQUIPMENT FTC. _ b-0-----XI--------t-- -----�- Lighting&Switching ---0. PROVIDE 14 KW KOHL I ER EMERGENCY GENERATOR.CIRCUITS TO BE SELECTED BY OWNER. L—__—_—_—_ � ——___———_J Plan �eatu,w .. Drawing Number: cs �F r-DYoge . NW.10r55 ragarlN wssaDwgrls rs N� � 05,12.2017 LIGHTING SCHEDULE SCAL.E:1/4" -0" 121 FIRST FLOOR LIGHTING& SWITCHING PLAN SCAU:I/4°=1'-0" I FOR CONSTRUCTION ---- I r==== , John Dvorsack.-':; I.Lc /-- SILL OUTLETS ^ryHq�SWi(3::a; I[[� TO TIMER SWITCH F+gM1'e'c Hail.mile iF OR STAIR FI F \ w r Famcvm.W aZuf I I wAw a-a,Un.cl co° =u+;an.>,ae I \ �/ • — I - // `I ,nnrc�a a,er:mncm. ErP SIu.z6,,.... FIXTURE IN CUPOLA / / W-3— — I Owner&Property Location: ABOVE.TI R SWITCH BOTT.OF TAR II r--- L —__-- I 1___ F+i SW9 _-- 1 I I O \ I I Q M x \ �c U OFFICE LIGHTING& SWITCHING PLAN SCALE:1/4"=l'-O" 1 ROOF DECK LIGHTING& SWITCHING PLAN SCALE 1/4"=1'-0" 2 U II II SW7 , LIGHTING SCHEDULE cn II ° II II I � I II RECESSED LIGHTS(RC) ------- ------------------- ` / A \ c F T. ALL AIR-LOCK IC HOUSINGS UNDERCABINET(UC) _ I a UC-1 (BY B.C.R ACFARBOVIM BY OwxT RIP LIGHT I I 1 I —— L r RC-1 4"RECESSED LED DOWNLIGHT \\ r� rl MM RC-2 4"RECESSED LED WALL WASHER RC-3 4"RECESSED LED-PIN SPOT i ' • w-3 RC-4 4"RECESSED LED-WET LOCATION / SURFACE WALL(SW) SW-0 CLOSET LIGHTS(Above door) SURFACE CEILING(SC)FIXTURES FOTVaeBYB.C.HALOSLn6(16B ) ( I C/ I �G, 4G 4• - I i \\ General Note: SC-0 UNFINISHED STORAGE AREAS SW-1 EXTERIOR LANTERN-LARGE I I I I I i s W I 1 (SINOLE BULB eSRAMIG EDtnFDOUR6/L BULB BY aC) (SANDWICH LANrBRN ONION) I I 1 1 — — / I 1 The drawings and all of the ideas, SC-1 GARAGE S W-2 EXTERIOR LANTERN-MEDIUM ,o / ————_ concepts,designs and plans _ I I I indicated thereon or represented (Flxruafi BY ec.4e^uLrwn uGlrrs wrm IElvs) (snxowtcx LANTERN UNIOtn I y" / / ®.ti ti ,r\ \ I I I ® I I are owned by end remain the SC-2 CEILING CLOSET LIGHTS I " 1 \ C U G \ I \S I I S W-3 STEP LIGHT / cc 1 S Q- 4 I — \ 1 f I property Of John Dvorsack Architect[.LC. (Ferroaa BY B.c.HALO sLososaz'IwH> / i\ SW-4 BATH 119 SCONCES /{ / \ 1 L9 —— I \\ J I j None of the designs,details,or ideas rz Flxruaes.OWNERS SP.LEC1) / S \ -- - ---- I PENDENT CEILING(P)FIXTURES / \ , __ ;—_____ I/ \ __——_\ / shut[be utilized by any person,fine SW-5 POWDER 110 SCONCES �'i — ti I �,Y ti ,�L> I I ♦ \ IY 1 I / or corporation for any purpose except with s fe written rmissioR iE FIXTUF E.:UWNI:ITS SEI.ECII 4C "G Q' I I // Oflohacirle ck Architect LLC. P-1 PENDANT ABOVE DINING TABLE / U U ;I Flruae-OwNCRsSMXIII SW-6 BATH 2O8 SCONCES / �C\ P-2 PENDANTS AT KITCHEN ISLAND ;e Plxruae..OwrvsR::;;ELRfr) / \ i/ /-4U I L--------------- I C UI (3 lXTUNF5.0w'NERS SEI.l:(:T) FT i SW-7 MASTER BATH 214 SCONCES / 1 --------- I S S J W-3 P-3 PENDANT IN MASTER BEDROOM µCAST .umNeas.aa 1 I _ — Project Number: (i P-4 PENDANT IN MASTER BATH SW-8 BATH 220 SCONCES I I —————t I r I / \ / -_ _ _ —————— Irlxruae5-OWN!:asSMACT) 1 I I IQ \ I / I 16-152-QUI (I FlxTiRE-•'>WNERS SF.LF.(T) I ,��• �,` ♦ \ yy SW-9 TOILET G202 SCONCES P-5 PENDANT IN TOWER I SU E _ —_ Iy y-U /�G' \ F / 4G'� F s ♦ \ (,`. 'fLRES Il\V NE.a5 if:I:fT 1 / L e nx'I'uRa.owNeRs stu;irr; 4 \ Issue Date: SW-10 POOL BATH SCONCES P-6 PENDANT IN GARAGE CUPOLA aFIxrin;Es-nwuERs sElr�.crl r - - I 4 r rlxT�%:h.owNeas nraa:cn \ 1\ \ L 05.12.2017 \ i I CEILING FANS(CF) Revision Date: CF-1 CEILING FAN WALIGHT-SCREEN PORCH — (z roTAwwNBR SEL6cn 1 a > > /I • 1 • / 1 \ Electrical Notes: / 11 \ \ 1. COMPLY WITH ALL APPLICABLE ELECTRICAL AND ENERGY CODES. 2. THE RECEPTACLES SHOWN ARE SPECIAL LOCATIONS OR FOR SPECIFIC FUNCTIONS. I �Gi / _— —/ — / \ �V bL,r I ALL OTHER RECEPTACLES SHALL BE PROVIDED AS PER CODE. I / — Q^ I / Drawing Title: CONFIRM ALL PLUG,SWITCH AND LIGHT LOCATIONS IN THE PMLO W/ARCHITECT PRIOR TO ROUGH IN. MIT SAMPLES OF RECESSED LIGHTS. 1 7. SUBHTS,TRIMS,SWITCHES ETC.FOR APPROVAL PRIOR TO ROUGH. \ IL svnu I \\ �— sB�m m„E J I / 4. SILL OUTLETS NOTED SHALL BE'SILLTIES'DIRECT PLUG WINDOW CANDLES SWITCHED AS SHOWN. \ L _ _ — �r S. ALLOW FOR<EXTERIOR WALL MOUNTED SECURITY LIGHTS TO BE MOUNTED ON THE HOUSE, \ ———— �.————— Second Floor/Roof Deck LOCATIONS AND FINAL SWITCH LOCATIONS TO BE APPROVED BY THE OWNER // 6. PROVIDE NEW UNDERGROUND ELECTRICAL SERVICE FOR THE PROPERTY SIZED \ / `\ I `____—� Lighting&Switching AS REWIRED TO ACCEPT THE LOADS FOR THE NEW WORK. \ / Plan ————— — ————————————— 1 7. PROVIDE POWER FOR ALL APPLIANCES.NVAC,EQUIPMENT ETC. \� / --——————— �---/ B. PROVIDE 14 KW KOHLER EMERGENCY GENERATOR CIRCUITS TO BE SELECTED BY OWNER -----'' Drawing Number: AN 10 Nn MISS� MA65raebET16 O 2 05.12.2017 LIGHTING SCHEDULE SCAB:./4"=F-9 131 SECOND FLOOR LIGHTING& SWITCHING PLAN-MAIN HOUSE SCALE,1/4" ' 2 FOR CONSTRTRlJCT10N i I " µ� John Dvorsack ,;:: 1.i.c :6 wOMii;Y.l D.+r� ' Fartauln F.4.J2!4J PG Be..1n 'N�'.IJa:t1:,tCl:gm, 'ui y41.raiti a F"'F.Ir acnl?O crn .;.a9NI.!i,1F Owner&Property Location: U C� W LIGHTING SCHEDULE W RECESSED LIGHTS(RC) Q M U ALL AIR-LOCK IC HOUSINGS UNDERCABINET(UC) ^ (, UC-1 UNDER CABINET STRIP LIGHT RC-1 4"RECESSED LED DOWNLIGHT (BY B.C.AS APPROVED BY OWNER; �t RC-2 4"RECESSED LED WALL WASHER RC-3 4"RECESSED LED-PIN SPOT � V RC-4 4"RECESSED LED-WET LOCATION QQ SURFACE WALL(SW) �sc-0 Q SURFACE CEILING(SC)FIXTURES SW-0 CLOSET LIGHTS(Above door) (FIXTURE T LIGHTS HT SI(Above d) SC-0 UNFINISHED STORAGE AREAS SW-1 EXTERIOR LANTERN-LARGE / a N 1 AUGPI (SINGLE BULB CBRAXTURE AZD BULB BY EC.) (SANDWICH LANTSBN ONION) I / I -1MM SC-1 GARAGE SW-2 EXTERIOR LANTERN-MEDIUM I I W (FIXTURE BY E.C.48'ULt1LRY LIGHTS W roi LENS) (SANDWICH LANTaBN ONION SC-2 CEILING CLOSET LIGHTS N (FDITURE BY EC:HALO SLOSOO —H) SW-3 STEP LIGHT \ PENDENT CEILING(P)FIXTURES SW-4 BATH 119 SCONCES I I:'1°,Yr�,aGS-GN•N;:RSS \\ I [� �) SW-5 POWDER 110 SCONCES I 5C-0 SC-0 I I SC-0 Ij-TI—•Ij P-1 PENDANT ABOVE DINING TABLE :z�axruuc's owvresa-:L�,:;I � �� 161xruRe- ;11i S1:Ll:"' SW-6 BATH 208 SCONCES P-2 PENDANTS AT KITCHEN ISLAND :+FIxrLRIa-ow,vel•tisEl.�cr, / \ / n r!zruars-owNEes seuxrq SW-7 MASTER BATH 214 SCONCES P-3 PENDANT IN MASTER BEDROOM ;<FIXrcRles.oervea>sr-.u;c,) P-4 PENDANT IN MASTER BATH SW-8 BATH 220 SCONCES I _ 1'P;X'11RES-()N'NEk>SEL:iCI] I o 11-IX'I'tlxl;-OVlNERS tiEI.E:-''I P-5 PENDANT W TOWER SW-9 TOILET G202 SCONCES - 12 FIX'rI:F.Fc.01,N121 NT IN GARRA GE CUPOLA SW-10 POOL BATH SCONCES P-6 PENDANT \ / TINasst !v:; ;z :xTLR owNlua:;sELE:rr, \ I General Note: The drawings and all of the ideas, CEILING FANS(CF) / co—pt.,designs Bud plans I I indicated thereon or represented CF-I CEILING FAN W/LIGHT-SCREEN PORCH \ I are owned by and remain the ez rotAwwrea seLEen \\ L, \ 1 property of John Dvorsack Architect LLC. \\ \ \ None of the designs,details,or ideas \ � shall be utilized by any person,firm corporazion for any purpose except Electrical Notes. // 4 / with specific written permission / / of John Dvorsack Architect LLC. 1. COMPLY WITH ALL APPLICABLE ELECTRICAL AND ENERGY CODES. I \ / I 2 THE RECEPTACLES SHOWN ARE SPECIAL LOCATIONS OR FOR SPECIFIC FUNCTIONS. SC-0 SC-0 I I I PFOJCCt Number: ALL OTHER RECEPTACLES SHALL BE PROVIDED AS PER CODE. O � O I CONFIRM ALL PLUG,SWITCH AND LIGHT LOCATIONS IN THE FIELD W/ARCHITECT PRIOR TO ROUGH IN. I I / �_ _�� 1 I S. SUBMIT SAMPLES OF RECESSED LIGHTS,TRIMS,SWITCHES ETC,FOR APPROVAL PRIOR TO ROUGH. EEII I � ------- I I I 1 16-1S2-QUI 4, SILL OUTL.ET9 NOTED SHALL BE'SILLITES'DIRECT PLUG WINDOW CANDLES SWITCHED AS SHOWN. SC-0 ,j SC-0 /� \\ \ 6. ALLOW FOR 4 EXTERIOR WALL MOUNTED SECURITY LIGHTS TO BE MOUNTED ON THE HOUSE. \ /� --- r// \\ i-/ \�\\ LSRUe Date: LOCATIONS AND FINAL SWITCH LOCATIONS TO BE APPROVED BY THE OWNER i 6. PROVIDE NEW UNDERGROUND ELECTRICAL SERVICE FOR THE PROPERTY SITED ) �r AS REQUIRED TO ACCEPT THE LOADS POR THE NEW WORK. - I Q- �5.12.201 7. PROVIDE POWER FOR ALL APPLIANCES,HVAC,EQUIPMENT ETC. 6. PROVIDE 44 KW KOHL-ER EMERGENCY GENERATOR.CIRCUITS TO BE SELECTED BY OWNER Revision Date: Drawing Title: Basement Lighting&Switching Plan Drawing Number: ,pad °As 1-OV-Sylfl t.anrss x FAIMDIm RAssADnsErts E-03 r4mv 05.12.201" LIGHTING SCHEDULE SCALE:I/4"=1•-0 I BASEMENT LIGHTING& SWITCHING PLAN SCALE: /4 -0" 2 .FOR COT" TRUCTIO�v x t , i i -------- Johnl)var,ork! A. :ea p�Au*S ae s a ants rw.rnua T�u.r T, €€ .,�" „-.« � .�..__..._.f {! `>. �o°�0um�nA�a�va'a�wat*r r�_n r.r..,n,uxaz•«i lWMR Ta i :afat�.ad�1L'TM,Yb� ��a�e+dx1A•oa f �..+1' 'F-, .. »„ N✓...._r,_,a.,,m._.»,.».........»._,... _......:.-....... 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MOUNTING RAIL PERPENDICULAR TO RAFTER PANELS {TYP.} INSTALLED PER MANUFACTURER INSTRUCTIONS. FOR LAYOUT IRON RIDGE _ SEE PLAN 2 S RESPONSIBLE � R ROOF CONTRAC TOR i THE ® G SOLAR H SOLAR T MOUNTING RAIL � � � FOR MAINTAINING THE WATERPROOF 1N EGRITY {T`s'P) OF THE ROOF INCLUDING THE SELECTION OF " THE APPROPRIATE SEALANT. to '� f Q � w CL �,, 0 0 o R11 ell ;3 C3 A.II MARk Jf�. --+ • NO, 363651 � EXISTING ROOFING �Sr'1C ,1/tL t" 1 LAYERS SHINGLES EXISTING RAFTER 2 x 10" AT 16 C—C {TYP.} NOTE: LANDSCAPE MODULES ARE MOUNTED SIMILAR PARTIAL PLAN JAME S A. MARX JR. PROFESSIONALENGINEER L-FEET ARRANGEMENT to Ntgn McuEcin Rod. igwoad, New Jersey 079.56 NTS. JAMES A.MARX.JR. MA.Professional Engineer Lic36365 ` Al QUINN RESIDENCE MOUNTING IL DETAIL�F MOU EN gASTABL, MA _DRAWN 9Y: APPROVED: DATE: QWCi. NO. REV.: S 3 2/5/2018