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Home My WebLink About42124-Z �O�gU PF 0(1rCOG . Town of Southold 6/5/2019 P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40434 Date: 6/5/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3750 Stillwater Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.4-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/23/2017 pursuant to which Building Permit No. 42124 dated 11/8/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FRONT COVERED PORCH AND REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Ury,Victoria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0082 04-22-2018 ELECTRICAL CERTIFICATE NO. 42124 04-25-2019 PLUMBERS CERTIFICATION DATED 05-06-2019 evin Re e A th d Signature �g11FEp( TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42124 Date: 11/8/2017 Permission is hereby granted to: Ury, Victoria 3915 Stillwater Ave Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3750 Stillwater Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.-1-12 Pursuant to application dated 10/23/2017 and approved by the Building Inspector. To expire on 5/10/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $863.60 CO -ADDITION TO DWELLING $50.00 Total: $913.60 Bu 'ng Ins for Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. p 7 New Construction: Old or Pre-existing Building: (check one)' Location of Property: �7 ��'� ��j(�(��/ �J(_f � 0,4E. 6//�� o &0 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot /71 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ z 1�mx Ap licant i ature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A roger.richert(ab-town.Southold.ny.us Southold,NY 11971-0959 COU BUILDING BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ury Address: 3750 Stillwater Avenue city;Cutchogue st: New York zip: 11935 Building Permit#: 42124 Section. 137 Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G &S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 48 CeilingFixtures 15 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 9 Wall Fixtures 5 Smoke Detectors 4 Main Panel 200A A/C Condenser 3 Single Recpt 2 Recessed Fixtures 43 CO Detectors Sub Panel A/C Blower 4 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DVI/ Dryer Recpt30A Emergency Fixture Time Clocks Disconnect 200A Switches 42 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 4- Paddle Fans, 2- Bath Fans, 1- Range Hood, 9-ARC Fault Circuit Breakers. Notes: Inspector Signature: - Date: April 25, 2019 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 ly�OUNj`t;N�• - BUILDING DEPARTMENT TOWN OF SOUTHOLD D H "[7� DD M AY 1 5 2019 CERTIFICATIO.IV -, s TOWN OFSOUTRO Date: Building Permit No. l Owner: - (Please pririt) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of (Y--)n. 20 1q Notary Public, - 1!&&�X®kr---Caunty Deborah A.Donegan Notary Public,4 State0of 9 New York Qualified in Suffolk County 06 Commission Expires June 22, I �� pF SOUIh, coUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: am�Al;o A t ryWA A Nle �� 1N oV, /-6 �)w DATE Il INSPECTOR �o��o uryOlo # # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 [ZINSPECTION F�qUNDATION 1ST [ W40UGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPI G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: .�� l . ter" D ('s� ' 0,11A / Ruk) s o - o l 0 DATE "k' I INSPECTOR OF 50//TyO� f # TOWN OF SOUTHOLD BUILDING DEPT. `yCO 765-1802 - INSPECTION 65.1802 '1NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I� INSPECTO vI � * TOWN OF SOUTHOLD BUILDING DEPT. cournv 765.1802 INSPECTION [ OUNDATION 1ST [ ] UGH PLBG. [ FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING P4 REMARKS: W —661&�3 AM, �"7-7�ej "t,—,,007 Q� �( L 0 re 64K 09 kAoJ DIDI/�� ll�l A T11D C, ok �. r � k- DATE INSPECTOR cow oF souTyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [A'J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE d �' / INSPECTOR I �apF 50UTy� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 07 N� %&� I1p�� 2MW DATE I INSPECTO r C,F), i JUN - 3 2019 NEW YORK BUILDING - ® TECHNOLOGY G R O U P ':ufP",1 Affidavit Of 2015 IECC Compliance Date: 5/18/2019 Inspection Address: 3750 Stillwater Ave, Cutchoque NY This is to Certify that on 5/14/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 2567 Blower Door Test Result: 1185 Conditioned Volume: 24829 Leakage in ACH50: 2.86 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: 1<4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Exempt Leakage CFM@25: NA Supply R-value: Return R-value System 2: Exempt Leakage CFM@25: NA Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: NA CFM@25 Leakage Limit: NA CFM@25 **** Ductless Mini-split system 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General- Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631 509 4538 Email: NYBTGTB@gmail.com ROCKET INSULATIONS LLC hn� 65B AIR PARK DRIVE % { RONKONKOMA, NY 11779 P: 6317509075 F: 6317509076 www.RocketSprayFoam.com rocketinsulation@gmail.com 1N5ULAT1QN & C-_OAT1NG_S Insulation Certificate This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning/Certainteed Foam spray polyurethane manufactured by: Lapolla Industries Foam spray manufactured by: SWD Urethane Area Insulated Thickness/Aged R-Value** HOT ROOF 7.5" NOMINAL OPEN CELL FOAM R30 2X6 CLOSED SLOPE 5.5" NOMINAL OPEN CELL FOAM R22 2X2 EXTERIOR WALLS 2" NOMINAL CLOSED CELL FOAM R13 2X6 EXTERIOR WALL 2" NOMINAL CLOSED CELL FOAM+R13X16 UNFACED= R26 FIRECAULKING FIRECAULK& ROCKWOOL DOORS &WINDOWS LOW RISE FOAM CRAWLSPACE 3" NOMINAL CLOSED CELL FOAM R19 SOUND INTERIOR WALL R11X15 UNFACED FIBERGLASS SOUND INTERIOR WALL R11X15 UNFACED FIBERGLASS **Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address: 3750 Stillwater Ave, Cutchoque, NY 11935 of Installation:01/22/2018 Building Contractor: Seifert Construction Corp Installed By: Rocket Insulation LLC � -Post Near Electric Panel- D MAY - 72019 TOWN OF 3OUTRIO I D • . . � . COMMENTS_ _ - FOUNDATION(1ST) FOUNDATION (2ND) � 1 L � ► BM PLUMBING r77 _ i % '1.7 INSULATION . . STATE ENERGY CODE A f X1 MUM pow ADDITIONAL C• Do A BMW Wrl ME �1[iffri;flyl -1 WIME .f _ i 'MA-1 nW_ 11i �' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans ' TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 �/ Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved J201] Mail to: Disapproved a/c Phone: ' Expiration ,20 ]y d' pector 1_.....3 t.J �III••,L^•+�.•-11 PLICATION FOR BUILDING PERMIT Date 120 0 cT 2 3 2017 INSTRUCTIONS a.This aplican�be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, ` a r k sL �o�ur'a�t" �l e.Fee according to schedule. bil_' g ocation of lot and of buildings on premises,relationship,to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mai ing address of applicant) State whether applica t is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or,builder Name of owner of premises U TT (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 2 '7 9 6 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: � 3-750 �1,�wc� rAve- 1.Cu House Number Street Hamle County Tax Map No. 1000 Section Block Subdivision �`"/ Filed Map No. Q Lot /00 Z /0/ 2. State existing use and occupancy ofpremises and'Tdded usland occupancy oofroposed construction: a. Existing use and occupancy � l� � ` c b. Intended use and occupancy s1nC;1'o V fVl t l i kcm.(2,, 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition �C _Other Work (Description) 4. Estimated Costtao(',OCO . CLQ Fee (To be paid on filing this ap lication) 5. If dwelling,number of dwelling units Numb r of dwelling units on each floor If garage, number of cars - r9 (,a Ccs-) 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Fronf, 2�-�" Rear�- Z k- 1 k Depth�13`1 Height Number of Stories 9— L9 1 Dimensions of same structure with alterations or additions: Front �� Rear 63 I t t l Depth LAT (5-`1 Height Number of Stories - 1 i It 8. Dimension of ei entire new construction:Front�3 :311 Rear6� 31, Depth 9� cs Height -36 IV- Number of Stories 9. Size of lot:Front lata® Rear /00 0� Depth Z Z-3 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premisesv c Ur Address 3�sp a c��v Phone No(69302W-A.06 Name ofArchitectlwo--,Avio rj.srr Address59'� Phone N 631 2Sk -205"1 Name of Contracto&,4�Eg --BwL.o geS Address" c�"v Phone No(63)) - 10"3 4 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *-YES NO t,- IF /IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn tobqfore me this " ,�„ 20 day of ®C.f u hAr20� NotftE6USARRA SignM&61of plica Notary Public,State of New York No.01 MU6057891 Qualified in Suffolk County / My Commission Expires Apr.30,2011 a Scott A. Russell 0°5111FIZ/r 5T01K1\M[WA\'7 1E1K SUPERVISOR AMIANAG]EM[]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'L�/D ��. Town of'Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE E 1F®1LILO WING: Yes No . (CHECK ALL THAT APPLY) FIX A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater IManagement Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section];clow with your Name, Signature;=Contact Infor-mation,-Date-&-County Tax=Map-N_umber-!=Chapter-236 does=not(apply-to-your-project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Prof 1,Agent.Agent..C,00ntracctor,Other) S.C.T.M. #: 1 000 Date: NAME Prof IJI�I4I�� D�t I37 Z e / Section Block Lot OR BILO _DENta DE'AE''r� F:! "I !.�E: c� 1,'• „' Contact Information ra,ido„r w,r,�r Reviewed By: Date Property Address / Location of Construction Work: — — — — — — — — — L — — — — — — — Approved for processing(Building Permit � d 5;7�� M/9LO�r ® Stormwater Management Control Plan Not Required — — — — — — — — Stormwater l/lanagementlControl Plan is Required (Forward to Engineering Department for Re—view) FORM SMCP -TOS MAY 2014 f Town Hag Annex !� 54375 Main Road : Telep P.O Box 1179 V r er ri a ,n us . D Sa�hola,NY 11971-0959 �Q�:,.. :-�`�,•.°� �IAY 1 4 2018 , BUMDING DEPAKME.NT �'• TOWN OF'SOuTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION f P�Ne: UESTED BY Date: i pany Name: I' G 2 tz t c,LO LiEense No.: 5 ,79 i• Address: U Ao�C �� o v7-'L io c� /V Y ne No.: JOBSITE INFORMATION: (*Indicates required information) ' *Name: (,) -, *Address: *Cross Street: v *Phone No.: /G S Permit No.: Tax-Map District: 1000 Section: Block:�, Lot: f *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please-Circle All That Apply) f *Is job ready for inspection: YES NO Rou h to *Do-you need a Temp Certificate; 9 Final YES NO I Temp Information(If needed) *Service Size: 1 Phase 3Ph8se 144 , 154 244 344 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead E• Additional Information: PAYMENT DUE WITH APPLICATION 824Request for inspection Form ! I JOHN DAVID R ® SE. ARCHITECT P. C . AIA 596 HAMPTON ROAD - UNIT 1, SOUTHAMPTON NEW YORK 1 1968 631-283-2051 FAX - 283-6960 WE TRANSMIT: with TO: %OLL UA2Of--5c U lc ❑ In accordance with your request FOR YOUR: ❑ approval ATTN: ❑ review and comment Lktse DATE: C Lj record Information PROJECT: Ur —1�.e .;LCte THE FOLLOWING: swings 7 s�-i`�� Avg specifications 1 sample t e COPIES DATE REV. DESCRIPTION CODE 10 K3 &C4r REMARKS: SENT BY: CLl D� c C�T� COPIES TO: UPS 10 MAIL FED EX JOHN DAVID ROSE, ARCHITECT, P.C., AIA 596 Hampton Road, Unit 1, Southampton,New York 11968 (631) 283-2051 April 9, 2019 Town of Southold ' Building Department ' P.O.Box 1179 b P r' 1 2 2019 Southold,NY 11971 Re: Building Permit No: 42124 ` 3750 Stillwater Avenue, Cutchogue,NY Building Department: I am writing to request a 6 month extension on Building Permit No:42124 issued November 8,2017 for the Ury residence at 3750 Stillwater Ave. Best Regards, 1 John David Rose Architect P.C.AIA PROPOSED BUILDING COVERAGEgs2��Fyo�� c°ti4'�o SURVEY OF F G Q� DESCRIPTION AREA % LOT COVERAGE °F LOTS ITl 0 0 VC o 1 EXIST. HOUSE TO REMAIN 1,282 sq. ft. 7.1% sA°o�Oop r�.� 5rQo e Q a MAP OF SECTION 2 EXIST. GARAGE 672 sq. ft. 3.7% r �c °�Ge° �roF F��S sF s� PROPERTY OF M. S . HAND PROPOSED ADDITION 408 sq. ft. 2.3% °AF 0,,1 a FILE No. 1280 FILED MAY 12, 1939 a n PROPOSED PORCH 189 sq. ft. 1.0% %�,� e a e < e SI T UA TED A T TOTAL PROPOSED 2,551 sq. ft. 14.1% /9 e .y�b�e a o �c� a 4 CUTCHOGUE MAXIMUM ALLOWED BUILDING COVERAGE IS 20% TOWN OF SOUTHOLD� a a Jae � Q �� 9� 6 a a e�G\ OVERHiw�REs TEFF a ,� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 137-01 - 12 o �! SCALE 1 "=20' NOVEMBER 10 1998 °9 e a e OCTOBER 18, 2017 ADD PROPOSED ADDITION ea\� A l0 02- / ti B mss. B�A,\ I y h P� F J �• e �/,� G!°�ti 9\ I ( Q�Oa 0 a 'y'>"s'o °'°��Ir F °� °y'�o 100, a AREA = 18,073 sq. ft. r? 0.415 ac. C00 o CER TIFIED TO: solar Al�i,�s6 F �( s� �� /� p�•� 70. SOUTH FORK ABSTRACT s F �o �, �� ` - /� I / c� ►�1 ��, sem, ARTHUR G. URY /' ml �0.°°� (;: ;, c' ��,; v ��' 65ti szo,, MADLYN A. URY O // °°�� Q�° •� moo'�Irl � � F'6'' �.�` �•�� ° � S / 0 <\\\ •00,Al 61•o OQ 4Q PREPARED IN ACCORDANCE WITH THE MINIMUM / N / e / Jai STANDARDS FOR TITLE SURVEYS AS ESTABLISHED // BY THE L.I.A.L.S. AND APPROVED AND ADOPTED G v FOR SUCH USE BY THE NEW YORK STATE LAND °°� `� Y TITLE ASSOCIATION. CONC. z OF Neh, or "\ocjj 'D ID 00" Iro O O \ SLATE PATIO V� of GONG. BLOCK WALL �N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan T'a Corwin III �' S TO THIS SURVEY IS A VIOLATION OF % �\ p�GJ SECTIO IO 7209 OF THE NEW YORK STATE EDUCACOPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor v THE LAND SURVEYOR'S INKED SEAL ORev r� Of O� icy e Q EMBOSSED SEAL SHALL NOT BE CONSIDERED °y y TO BE A VALID TRUE COPY. �O OO 0sF�( ,O CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. �rq�i O Ql ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. �06� IS PREPARED, AND ON HIS BEHALF TO THE o o Ao I TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND �s F Fti0 TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. � �0� / ostia �oOFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 shy �y° ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 F I SURVEY OF X LOTS 100 & 101 p MAP OF SECTION 2 MAY _ 7 2019 PROPERTY OF M. S. HAND oyo FILE No. 1280 FILED MAY 12, 1939 r ®�✓ � �'v � � �g^;a`�`��Q-�� ,�g�' 0. `'� TOWN OF so GLD SITUATED AT CUTCHOGUE F4. �c� >>, TOWN OF SOUTHOLD �b ��®� �� ,6� /�.' ;,��' 9�'� SUFFOLK COUNTY, NEW YORK y��'� • 0�� o� �s,�71-' S.C. TAX No. 1000-137-01 -12 20 �g� e��• ¢g�o ��; � ' <° F 9 �� SCALE 1 "=30' ®�� °° P{ '!Q" �' � • " ` / �� NOVEMBER 10, 1998 +j A /q 2 ,\� 4� .{. O e • ,, R o�, / /�" �/y OCTOBER 18, 2017 ADD PROPOSED ADDITION `t�`'�cab C� S�G�'S �o��• °� o• ooA� / CO-* 9,� ` JULY 20, 2018 ADD PROPOSED SEPTIC SYSTEM �j So e�_ e • y z 1 �. JANUARY 21, 2019 FINAL SURVEY `� ;�i, a� •,off °000y _ or Ao MARCH 11, 2019 REVISE PER SCDHS NOTICE 03/11/2019 :'•°'r ' Ja`' pmy ® y'��sr •�8 ��;��'U_�i 1��.� 1'°`��k .100 AREA = 18,073 sq. ft. osAp�opL a• '�� P •0O- 0.415 ac. oo.�s o 9'�P yO• oyol�� m `� i ° %coG CERTIFIED TO: c� ro Bq, tic°o p? SOUTH FORK ABSTRACT yo`� q'pgmlpt o� oyca �• so<E ARTHUR G. URY �Cb, A°s MADLYN A. URY v &� ,sem ,yo° yGs� "to SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE ^d/ CORNER QA CORNER A�AFti° //0 SEPTIC TANK COVER 18.5' 19.5' o �� LEACHING POOL also, / oo Jai o° �o�9e�9e4' COVER 1 34.5' 15.5' 'ro,•� 4 1 �j� COVERIN2 POOL 37. 5' 26.0' CONC.BLOCK WALL PREPARED ORDANNrE WfTH'T}�E�QMINIMUM o�yy,," CIO P0. BAY NrL TLsi 4APTisD,)WI'R�'o��grlD ADouPrEo °• /y •,9 ��'!,�� FOR SUCASS IATIOBY'THE`�NEW.ORXQ ATE LAND RECLS°ti09 �ep moo �� o t-C; APR 101 � f 0 C2 SUFF Co HEAL-al SERVICE , � V S ".S. Lic. No. 50467 B yCF UNAUTHORIZED ALTERATION OR ADDITION •LA'r,�.r�S:L TO 720THIS 9 OFSTHE VIOLATION STATE `^-� EDUCATION LAW. Nathan Tat Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. LS. TITLE COMPANY. GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Construction Layout TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 J, D APP 0 ED AS NOTED Blower door DATE: B.P.# Ll and ductwork FEE:j&&�N ; BY:_.. testing required. NOTIFY BU±.;-��.:� �:�=': .:�i TAT 765-1802 8 AM T0 =>i,;,J FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Must provide Manuals FOR POURED ",NCRETE 2. ROUGH - • PLUMBING J and S as per s. INSULAT NYS Energy Code 4. FINAL MUST BE COM, ALL CONST SHALL MEET THE REQUIREMEP •THE CODES OF NEW All exterior lighting YORK STATE. ACT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. installed, replaced or repaired shall conform to Chapter 172 Of the Town Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PL,,UIhIBER CERT/FICI,, T;�&,-, _'SOUTHOM TOWN 16A O1V°LEAD CONTE-Pr l=L=I ARD CERTIFICATE OF C�rC;;_lF %, , Boo Ba TeRUMEES SOLDER USED ;l',` CJS- SUPPL'YSYSTE lul C;,1;`�'I�IC,; E -`EED 2/10 OF 1% L 1-',r; PLUMBING, TE OCCUPANCY OR : .:&V1/ATERBLINES iNGAEED USE IS UNLAWFUL TESTING BEFORE CO`JE,^-,ING WITHOUT CERTIFICA T OF OCCUPANCYELECTRICAL, INSPECTION REQUIRED RETAIN STORM WATER RUNOFF TRUSS PLACARDING REQUIRED PURSUANT TO CHAPTER 236 OF THE TOWN CODE. SURVEY OF ELL LOTS 100 & 101 MAP OF SECTION 2 PROPERTY OF M. S . HAND FILE No. 1280 FILED MAY 12, 1939 SITUATED A T CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-137-01 - 12 '�J'7 0T_11Ti'V rr."' SCALE 1 "=30' 717�111-11T 7 071 0 r, 71 'C 2 i- r. NOVEMBER 10, 1998 A. ONLY OCTOBER 18, 2017 ADD PROPOSED ADDITION JULY 20, 2018 ADD PROPOSED SEPTIC SYSTEM "S'EP 2 1 2018 Y-00 AREA 18,073 sq. ft. 0.415 ac. t7� CER TIFIED TO: SOUTH FORK ABSTRACT 0 ARTHUR G. URY -0. 'f'� �106't - 'e, . 0, ;ell MADLYN A. URY Icz, c?", 1�1� 70. A' amlonmcnt of eyisting F�, itary s,,,rst -,,-n, muc, n c en n fo,'ri In,n c e v-i i t r�vmn c,, r,,-:7.,,n r: r,e n t 7,,c r mit PROPOSED BUILDING COVERAGE Ile I cornpllcnn fbrrn�VIWIIJ DESCRIPTION AREA Y LOT COVERAGE EXIST. HOUSE TO REMAIN 1,282 sq. ft. 7.1 Y EXIST. GARAGE 672 sq. ft. 33Y PROPOSED ADDITION 408 sq. ft. 2.3Y cl \C- 01 PROPOSED PORCH 1 Bij sq. ft. I.Ox 1P V"�V r_.T 0 TP TOTAL PROPOSED 2,551 sq. ft. 14.IX TP Q kAN m 43,sunoll.co MAXIMUM ALLOWED BUILDING COVERAGE IS 20Y E,;3,7m)Z S of V2 NOTES: O� o 0 %5P, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 119138 DATUM '9 IPA 0 jC UNE 2� EXISTING ELEVATIONS ARE SHOWN THUS:.mX FIRST FLOOR 00 X C.FL GARAGE FLOOR ------------------ �ko '.'L If, 0 C2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO"4 BEDROOM HOU'iE)IS 1,OOC(GALLCNS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP > Iro. 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 4 ............. V 1 POOL: 12' DEEP, 8' d1a. 0. .0. ............ PROPOSED FUTURE 50% EXPANSION POOL No ......... .... PROPOSED 8' DIA. X 6' DEEP LEACHING POOL PROPOSED 1,250 GALLON SEPTIC TANK 7% 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 90 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Ir CONC., 1 0 5. THE EXISTING CESSPOOLS ARE TO BE PUMPED CLEAN AND EITHER REMOVED OR FILLED WITH 0 110. P CLEAN SAND AS PER S.C.D.H.S. SPECIFICATIONS. V, V, 6. NO SURFACE WATER OR WETLANDS WITHIN 300' OF SUBJECT PROPERTY. 0" SLATE PAT,, Ax�\" 0c, 0 Okr_BLOCK C 0*1 CIO,90, IK, 11�1k- eo % .0 0, IV E 6"P < 0. VV4 i 0 6. AW U 6 2018 0 Oi 3!1 7 -CO. HEA'311SERMES PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 0' 4 1P co TEST HOLE DATA (TEST HOLE DUG BY NATHAN CORWIN L.S. ON MARCH 25, 2018) EL 18.0' 0. DARK BROWN LOAM OL 0.5' N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION BROWN SILTY SAND SM TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 5' EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Nathan Taf t Corwin III THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A '. A TO BE A VALID TRUE COPY. Land Surveyor CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1. A' AA BROWN FINE TO MEDIUM SAND SP IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND EL. 3.1' TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Con5truction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 4 HIGHEST EXPECTED GROUND WATER PHONE (631)727-2090 Fox (631)727-1727 EL. 2.0' .4 TEST WELL No. USGS 41003607228401 S 71277.1 1 16, THE EXISTENCE OF RIGHTS OF WAY OMCES LOCATED AT MAILING ADDRESS GROUND WATER PER TEST HOLE AND/OR EASEMENTS OF RECORD, IF 1586 Main Rood P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 1194", 98-59013 hell �� PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG. DPT.. I t PROPOSED ALTERATION & ADDITION — LEVEL 3 GENERAL NOTES ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR TI IE ENTIRE PREMISES(AREA OF WORK)INSIDE AND OUT SI TALL BE NAILING SCI IEDULE SI IALL BE AS PER TI IE LATEST EDITION OF TI IE AMERICAN ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED ANY ALTERATI N, REPAIR,ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A O AND PRIOR TO ORDERING MATERIALS. 13 CLEANED OF ALL DEBRIS AND EXCESS MATERIAL AT TI IE END OF EACH 27 WOOD COUNCIL, WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO 41 AS REQUIRED BY TI IE TI IE LATEST EDITION OF TI IE INTERNATIONAL �3 BUILDING PERMAT REQUIRES THAT ALL SLEEPING ROOMS IN TI IE HOUSE BE UPGRADED WITI I A I LARD WORKING DAY. FAMILY DWELLINGS,PRESCRIPTIVE METI IOD. BUILDING CODE,NEW YORK STATE UNIFORM CODE SUPPLEMENT. CAST PIPE WIRED AND INTERCONNECTED SMOKE ALARMS. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERCEDE SI IALL CONFORM WITI I THE LOCAL CODE REQUIREMENTS AND BE O SCALED DIMENSIONS. THE CONTRACTOR SHALL PROVIDE SAFETY BARRICADES TO PROTECT PLYWOOD SI IEATIIING TO BE NAILED AS PER TI IE AMERICAN WOOD COUNCIL,WOOD ASSEMBLED WITI[APPROVED JOINTS,PIPE SUPPORTS AND CLEANOUTS. 54 GARAGE DOORS TO BE RATED FOR 120 MPI 1. WIND LOAD. * 14 PERSONS FROM INJURY.THE ARCHITECT DOES NOT ASSUME 28 FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS, ALL WORK SI IALL BE DONE BY LICENSED PLUMBERS. RESPONSIBILITY FORT] SAFETY PRECAUTIONS TAKEN ON SITE PRESCRIPTIVE METHOD. OSTRUCTURAL STEEL TO BE ASTM 36 WITH 1 COAT OF EPDXY PAINT, O o 3 DETAILED AND FABRICATED AND ERECTED PER A.I.S.C. ALL FASTENERS CONTRACTOR SHALL SUBMIT MANUFACTURERS CUTS AND HEATING AND COOLING DESIGNS SI IALL COMPLY WITII A.S.1I.R.A.E 55 BRIDGING TO BE PROVIDED FOR ALL JOIST,SPACING NOT TO EXCEED 8'-0". cv "DIAMETER. TO BE ASTM A-325 BOLTS, s/a15 SPECIFICATIONS ON ALL ITEMS,WINDOWS,STAIRS,VANITIES,KITCI LEN 29 THE TOP AND BOTTOM EDGES OF CONVENTIONAL JOISTS MAY BE NOTCHED 42 STANDARDS. � CABINETS,DOORS,AND OTHER ARCI IITECTURAL ITEMS SUBJECT TO O NOT TO EXCEED 2 INCL IES. cv 56 PROVIDE STAINLESS STEEL I IARDWARE WHEN IN CONTACT WITH ANY TREATED LUMBER O4 ALL CONSTRUCTION SI IALL BE IN ACCORDANCE WITI l TI IE LATEST APPROVAL BY THE ARCIIITECT. EDITION OF THE AMERICAN WOOD COUNCIL,WOOD FRAME CONSTRUCTION ALL WIND LOAD CONNECTIONS SI IALL BE ATTACI IED WITI I"SIMPSON"STRONG-TIE 43 ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITII TILE NATIONAL MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS,PRESCRIPTIVE METI[OD. ALL CONCRETE TO BE A MINIMUM 3J00 PSI�28 DAYS UNLESS OTHERWISE 30 O ELECTRIC CODE AND WORK SI IALL BE DONE BY LICENSED ELECTRICIANS. O CONNECTORS AS PER TI[E TI IE AMERICAN WOOD COUNCIL,WOOD FRAME 57 WI IEN NAILING SI IEATHING/SUBFLOOR CONTRACTOR TO SNAP CHAULK LINES TO LOCATE NAILER TO W TI IE LATEST EDITION OF TI IE INTERNATIONAL BUILDING CODE,NEW YORK 16 NOTED ON TI IE DRAWINGS.NO CONCRETE SHALL BE PLACED WHEN CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS,PRESCRIPTIVE TEMPERATURES ARE LESS TITAN 40DEGREES F.COLD WEATHER CONCRETE ASSURE ALL NAILS/SCREWS HAVE FULL PENETRATION INTO THE FRAMING MEMBER. )REMOVE ALL z STATE UNIFORM CODE SUPPLEMENT AND CODES OF VILLAGES AND METI IOD. O FIREPLACE FOOTINGS FOR MASONRY FIRE PLACES SI IALL EXTEND 6"AWAY FASTNERS TI IAT DO NOT I IAVE 100%PENETRATION. TOWNS AND ALL OTHER AUT(IORtTIES HAVING JURISDICTION OVER THIS SHALL BE PERFORMED WITH WRITTEN AUTHORIZATION FROM THE 44 FROM TI IE FOUNDATION WALLS ON ALL SIDES AND SI IALL BE A MINIMUM F-0" WORK. ARCHITECT AND EXECUTED BY ACCEPTABLE STANDARDS AND PROCEDURES THICK. a AS DEFINED BY THE A.C.I. ALL PRE-ENGINEERED LUMBER SHALL BE TRUS-JOIST TJI SERIES WOOD I BEAMS 58 THE CONTRACTOR SHALL PROVIDE WORKERS WI 10 ARE FULLY SKILLED AND TRAINED IN TI IAT PORTION OF 31 AND LVL PRODUCTS OR EQUAL. ALL JOISTS,GIRDERS AND HEADERS SI IALL I IAVE, 4 J PROVIDE FIRE SMOKE DETECTION SYSTEM AS PER TI IE LATEST EDITION OF TI IE WORK FOR WIIICI I THEY ARE CONTRACTED. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON UNDISTURBED SOIL BEARING STIFFENERS INSTALLED AS PER MFRS. RECOMMENDATIONS. WEB O THE INTERNATIONAL BUILDING CODE,NEW YORK STATE UNIFORM CODE OANY DISCREPANCIES IN THE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT 17 SHALL I IAVE SOILS OF A MINIMUM OF 2 TONS A SQUARE FOOT,AND STIFFENERS SI IALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A 1\11N. A SUPPLEMENT. LOCATE SMOKE DETECTORS ADJACENT TO ALL SLEEPING IN WRITING PRIOR TO THE COMMENCEMENT OF WORK. FOOTINGS SHALL IIAVE A MINIMUM OF 4'-0"OF COVER. SINGLE 1 %"LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS.IIANDLING, SPACES AND HEAT DETECTORS AT KITCIIEN AND ATTIC SPACES. * 59 CONTRACTOR SHALL ONLY EMPLOY WORKERS WI 10 HAVE PROPER WORKING STATUS IN THE UNITED STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER MFRS. CARBON MONOXIDE ALARMS SI IALL NOT BE LOCATED WITI IIN OR NEAR STATES OF AMERICA. CONTRACTOR SI IALL ARRANGE FOR ALL]NECESSARY INSPECTIONS INCLUDING RECOMMENDATIONS. OPENINGS TO GARAGES,BATT(ROOMS OR FURNACE ROOMS. CARBON O TI IE CERTIFICATE OF OCCUPANCY. * 18 NO TRUCKS,BULLDOZERS OR HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN O 10 FEET OF FOUNDATION WALL UNTIL SUPERSTRUCTURE I IAS BEEN ERECTED. MONOXIDE ALARMS SI IALL ALSO NOT BE LOCATED OR NEAR LOCATIONS 60 CONTRACTOR TO BE I IELD RESPONSIBLE FOR REMOVAL OF ALL HAZARDOUS MATERIALS, INCLUDING BUT SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OCONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND FOOTINGS SHALL NOT BE SET IN GROUNDWATER,ALERT ARCIIITECT IF 32 ALL STRUCTURAL WOOD SI IALL BE KEPT 2"CLEAR FROM CHIMNEYS. ATTIC FANS SI TTHE BE EQUIPPED WITII AN AUTOMATIC SI JUT OFF IN THE NOT LIMITED TO ASBESTOS,FOSSIL FUELS,BENZINES,ETC.PROVIDE ON SITE INSPECTIONS OF REMOVAL BY PROTECTING ALL WORK DURING CONSTRUCTION AGAINST BREAKAGE, 19 GROUNDWATER CONDITION EXIST BEFORE CONSTRUCTION TAKES PLACE. EVENT OF A FIRE. ALL SYSTEMS SHALL BE APPROVED BY THE LOCAL FIRE TAUTI HAT HE ES OR AGENCIES 1}AL W JURISDICTION OVER WORK.CONTRACTOR SHALL FURNISIl MANIFEST DAMAGE,COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO O ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF y"DIA GALVANIZED MACI LINE MARSI IALL,I IAVING JURISDICTION OVER THIS PROJECT. T[IAT THE REMOVED MATERIAL WAS DISPOSED OF AT A DULY LICENSED FACILITY AIJ�TI fORIZED FOR 33 APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. BOLTS AT 12"O.C. STAGGERED. * ALL MECHANICAL DUCT WORK SHALL BE IN COMPLIANCE WITH A.S.I I.R.A.E. ACCEPTANCE OF SUCH MATERIAL. TI IE CONTRACTOR SHALL PERFORM ALL EXCAVATION AND DEWATERING SO AS 46 S TO PREVENT ANY DISTURBANCES TO TI IE BEARING STRATA OF SOIL. STANDARDS AND BE FULLY INSULATED,FLEXIBLE DUCT SI IALL NOT EXCEED CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING 34 FOR TIMBER PILE FOUNDATIONS,PROVIDE I IURRICANE CLIPS AT ALL PERIMETER JOISTS LENGTI IS OF 10 FEET AND SI IALL I IAVE NO CRIMPS IN RUN OF DUCT. ALL * 61 ALL EXTERIOR TRIM W0RK_TO BE INSTALLED AS PER MFR REQUIREMENTS. INSTALLATION SHALL INCLUDE O8 EXCAVATION AREAS. IN AREAS OF W UNTIL TI IE TO GIRDER CONNECTIONS. SUPPLY AND RETURNS SI IALL BE DUCTED,PROVIDE I"ACOUSTICAL LINER. O GLUED WEATHER JOINT'S, PRIMING/BACKPRIMING AT ALL UNFINISHED EDGES AND PROPER FINISH COATS WATER,SANITARY OR UTILITY LINES IN BACK FILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS U O THE USE OF INTERNAL DUCT LINERS SHALL BE PROHIBITED.. UNDERGROUND UTILITIES AS INDICATED BY"SOUND OUT" IF ANY UTILITIES * 21 CONCRETE HAS ATTAINED SUFTICIENT STRENGTI I TO RESIST SUCI I LOADS OR BEING BROKEN OR DAMAGED T1IIS CONTRACTOR WILL O W IAS BEEN LATERALLY BRACED. ARE SUSPECTED OF B FOUNDATION ALL I DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)ORAS NOTED A OR SI IALL FURNISH ARCIIITECT WITII SHOP DRAWINGS FOR cD PROPER INSPECTION OF THIS WORK. ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS,POSTS,STUDS,ETC,TO BE REPAIR AND REPLACE SAME AT 11(S OWN EXPENSE AND ARRANGE FOR TI IE 35 ON TI IE DRAWINGS. 47 MECHANICAL,PLUMBING... FOR APPROVAL PRIOR TO INSTALLATION. 62 ALL WINDOWS AND DOORS SHALL BE INSTALLED AS PER MFR. REQUIREMENTS.COMPANY REPRESENTATIVE TO � 22 GRADE STAMPED DOUG-FIR-LARCH STRUCTURAL GRADE,NUMBER 1 OR VERIFY ALL INSTALLATIONS. PROVIDE 160Z L.C.C.PANS WITII BACK DAM AT ALL OPENINGS. ALL WINDOWS TO DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS ORAS NOTED ASPHALT ROOFS SHALL BE INSTALLED WITII A MINIMUM OF 6 NAILS PER HAVE 16 OZ.L.C.C.P,-'.I WITH BACK DAM OR AS AND OPTION JAMSILL GUARD BRAND WINDOW SILL PAN � BETTER,FB=1000PS1 MINIMUM. 36 ON TI IE DRAWINGS. 48 SI JINGLE IN I IIGH WIND LOADING ZONES.CEDAR SI TINGLE ROOFS TO BE FLASIIING. ALL WINDOW AND DOOR CASINGS SHALL BE BACK PRIMED PRIOR TO INSTALLATION. Q OTI IE INSTALLATION OF ALL MATERIALS AND PRODUCTS SI IALL MEET TI IE LOCAL I : m 9 FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS,PROOF OF WHICH I SHALL ALL SI IEATI ZING TO BE APA, RA` b EXPOSURE 1, 8"MINIMUM INSTALLED AS PER N.Y.S.B.C. R905.7.4 COORDINATE WITII WINDOW AND DOOR SCHEDULE FOR STAIN GRADE UNIT LOCATIONS IF APPLICABLE. BE FURNISI IED TO TI IE FIRE MARSI IALL PRIOR TO TI IE INSTALLATION OF SUCH 23 THICKNESS. ALL FLUSII WOOD CONNECTIONS AIALL BE FASTENED WITII"SIMPSON"STRONG-TIE MATERIALS AND PRODUCTS. 37 CONNECTORS AS PER TI IE AMERICAN WOOD COUNCIL,WOOD FRAME AT PROJECT CLOSE OUT CONTRACTOR SHALL FURNISH ARCIIITECT WITI[ z ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR EXPOSURE 1, %" CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS,PRESCRIPTIVE 49 OPERATION MANUAL FOR ALL SYSTEMS IN THE HOUSE INCLUDING 63 GRADING SHALL SLOPS AWAY FROM NEW CONSTRUCTION AND BLEND INTO EXISTING CONTOURS PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW 24 MINIMUM THICKNESS,ALL EDGES OF PLYWOOD TO BE SET ON SOLID METI IOD. MANUFACTURERS EQUIPMENT CUTS AND WARRANTIES. Z AREAS, INSTALL AND REMOVE (AFTER COMPLETION)ALL TEMPORARY BLOCKING,GLUE AND SCREW PLYWOOD SUB-FLOORING TO FLOOR JOIST. DURING CONSTRUCTION,A TEMPORARY STAIRWAY SHALL BE PROVIDED FOR SAFE, F G SUPPORTS,IIEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS * 38 CONTRACTOR SI IALL OBTAIN ALL INSURANCE NECESSARY TO PROTECT 4, CONTINUOUS TRAVEL TO ALL LEVELS OF THE STRUCTURE.THIS STAIRWAY WILL 50 ARCHITECT AND OWNER64 DIMENSIONS TAKEN TO FACE OF FRAMING,CONCRETE,OR CENTERLINES OF STEEL AS INDICATED ON PLAN OR . O � AND PROTECT EXISTING WORK FROM DAIMAGES OF ANY KIND INCLUDING DUST. ALL I LEADERS 6'-0"AND OVER SMALL BE SUPPORTED WITI I DOUBLE FOLLOW THE DESIGN CONFIGURATION INDICATED ON THE CONSTRUCTION OTHERWISE NOTED. Q 25 UPRIGI ITS,9`0"AND OVER W1711 TRIPLE UPRIGI ITS. ALL ILEADERS SI IALL BE A DOCUMENTS.STAIRWAY SHALL COMPLY WITH O.S.H.A.STANDARDS AND x SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED FLASH,CAULK AND SEAL ALL JUNCTIONS OF NEW ROOFS,WALLS AND MINIMUM OF 2(2X8)OR AS SHOVN ON TI IE DRAWINGS. REGULATIONS AND ALL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. PENETRATIONS TO FORM A WATERTIGHT ASSEMBLY ALL FLASHING TO BE 51 F 11 O AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF 65 CONTRACTOR TO SUBMIT WINDOW+DOOR SI IOP DRAWINGS TO ARCIIITECT FOR APPROVAL.NO UNITS SI IALL � O 160Z LEAD COATED COPPER AND EXTEND AT LEAST 12" ABOVE INTERSECTING SOLID BLOCKING SI IALL BE PRCVIDED FOR ALL JOISTS AND FLOOR BEAMS AS ALL FINISI I MATERIALS TO BE PLACED IN IIOUSE WITH CLIMATE CONTROLLED HEALTH. BE ORDERED PRIOR TO APPROVAL (� D SURFACES. 26 PER TI IE LATEST EDITION OF THE AMERICAN WOOD COUNCIL,WOOD FRAME 39 ENVIRONMENT AS PER MFR. RECOMMENDATIONS AND REQUIREMENTS BEFORE CONSTRUCTION MANUAL FORONE-AND-TWO FAMILY DWELLINGS, INSTALLATION. Q TI IE INSTALLATION OF ALL MATERIALS AND PRODUCTS SI IALL MEET TI IE LOCAL PRESCRIPTIVE METI IOD,OR A�NOTED AT 8'-0"O.0 MIN. PROVIDE 2"SPACE FOR 52 PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Q 12 FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SI IALL AIR CIRCULATION IN ROOFS. TI IE CONTRACTOR TO INSTALL FINISHED FLOORING AFTER FLOOR INSULATION I IAS BEEN W O BE FURNISHED TO TI IE FIRE MARSI IALL PRIOR TO THE INSTALLATION OF SUCI I 40 INSTALLED. MATERIALS AND PRODUCTS. Z O O a U � � z CALLED SITE LOCATION / N.T.S CALLED KEY PLAN / N.T.S MATERIAL INDEX SYMBOL INDEX N.Y.S. CODE CRITERIA LIST OF DRAWINGS NORTI{ NORTH BASED ON MAP PROVIDED BY:BINE MAPS CO. BASED ON SJRVEY PROVIDED BY: O w d NATI IAN ThFT CORWIN 111 LAND SURVEYOR Q I DETAIL NUMBER DESIGN IN ACCORDANCE WITH TI IE 2001 AMERICAN WOOD Q w W ate, � C EARTH COUNCIL ASSOCIATION WOOD FRAME CONSTRUCTION A-1 TITLE SHEET Q A xM OI j a MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS, (� r 3 0 . o SI IEET NUMBER V o � >,;, a O I PRESCRIPTIVE METHOD. Z Z W O / Q F U > COMPACTED GRANULAR MATERIAL A-2 RISER DIAGRAM LOAD CALCULATIONS y, wogooro,"�¢ Y SECTION LETTER r, ✓ F (0, O 0 04 A-3 FOUNDATION DETAILS Z W U t. o o E- O o o wry a q=� ra SI IEET NUMBER L7 o; P CONCRETE A-4 FOUNDATION DETAILS .. E— 'u 3:Y Zm �--< CCllo Nr� E 3Yx gym« eap a x o a �uJ v k USE AND OCCUPANCY R-3 SINGLE FAMILY A-5 FOUNDATION PLAN r� £ W CLASSIFICATION: DWELLING SECTION 310 a� > 3 cr! INIU/NCONCRETE BLOCK ELEVATION NUMBER O o � ✓� Z g` RESIDENTIAL GROUP R A-6 FIRST FLOOR w SI IEET NUMBER °_ STEEL o ^1 � ",V g� A-7 SECOND FLOOR Q X ^y \ds J 1 �W ® DOOR NUMBER A-8 ROOF PLAN/LOOKOUT abzN Q Q cut h � -�► v� y° gh �� : rt off; O HEIGHT AND ALLOWED 3 ,ra I " ;g ALUMINUM FIRE AREA. STORIES,UNLIMITED A-9 NORTH ELEVATION a O Z :. oo FpT r3 h 4=; , W'` WINDOW TYPE a FINISI I WOOD A-10 EAST ELEVATION O TYPE TYPE 5-B A-11 SOUTH ELEVATION REVISION • \,�.�:a ` & CONSTRUCTION: WOOD FRAMING � ��ti • , / �,, ATION a DRAWN BY: L ROUGI I WOOD A-12 WEST ELEV >• " 7° ' �s� �'' CENTER LINE WIND SPEED DESIGN: 130MPI1(3 SEC GUST) 4.1 A-13 BUILDING SECTION �� oy� �✓ � , h :. ';,:y �. opo BATT INSULATION 0.00 R °- SPOT ELEVATION EXPOSURE CATEGORY C(COASTAL) A-14 DOOR SCHEDULE G�°a��Av c li�� 'f :0f 9F. -tet � p' .;\c";•^fal j ^ f� TJ yos�5� \ til (WIND): Q� o`�� R�� CA RIGID INSULATION .* Fo a � e � p � A-15 WINDOW TYPES ¢y LEVEL LINE ELEVATION e' s rvok, k^ �y A-16 TJI DETAILS �� "< \ '� �� SAND WEATHERING AREA: SEVERE �-- ,`,`, f; \p k F . A-17 TJI DETAILS �:. !` a°o i6 N Y , \Y ,x ^\ -- RELATIVE TO DATUM T l�� . .y' \ ' <° °sa CERAMIC TILE SEISMIC �TFQFN .�O a' v 1, ��i o h s �� ® A-18 HOLD DOWN STRAPS DESIGN CATEGORY: CATEGORY B SITE � �� o � . w, - - -- -- ,E — — — — I IIDDEN WORK OR WORK -' ;-� e ^G. ,•� - T Lar OV�n rT , f HE CKED . y C 6 (t GYPSUM E3UAitU IirM A If ULC.K DCTAILS a ._ r I cork+f.wy+Cluh Ir 'sl,, J w __ �'q" 'a- �' �.a•^ \'%r `\�s C� � i SPRINKLERED: NON-SPRINKLERED ACOUSTICAL TILE �POIV — g 2017 TITLE PROPOSED CONSTRUCTION TERMITE AREA: MODERATE TO IIEAVY SHEET `°z ` GRAVEL OR STONE FILL 4 s y" °sa tiyo'o if�a4�a \ EXISTING CONSTRUCTION DECAY AREA: SLIGHT TO MODERATE .. ;P SCALE NONE t a a ti a o� �IEr� TO REMAIN T WINTER DESIGN TEMP: 11 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN /ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 ENERGY DESIGN CRITERIA: PROGRESS -29-17 BLDG. DPT. 10 10-20-17 1'-6" THRU ROOF 1'-6" THRU ROOF REV. 1 11-06-17 AS PER SECTION 908 OF THE EXISTING BUILDING CODE BLDG.DPT, EXISTING FIREPLACE SHALL BE FITTED WITH _ _ ROOF TIGHT FITTING FLUE DAMPERS OR DOORS AND OR OUTDOOR COMBUSTION AIR AS PER R 402.4.2 REScheck Software Version 4.6.4 Compliance Certificate _ _ ATTIC CEILING L�( p BLOWER TEST SHALL BE PERFORMED AND RESULTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SUBMITTED TO THE SOUTHOLD BUILDING DEPT.TO Project Ury Residence VERIFY BUILDINGS THERMAL ENVELOPE MEETS OR EXCEEDS THE REQUIREMENTS OF SECTION R 402.4.1 Energy Code: 2015 IECC Location: Cutchogue,New York Construction Type: Single-family ATTIC FLR Project Type: Addition - - - - - - - - - - i- - - - - - - - - - - - Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: _ _ _ r 2" Construction Site: Owner/Agent: Designer/Contractor: r r 3750 Stillwater Avenue Vicky Ury John David Rose,Architect I I I 1 Cutchogue,NY 11935 3750 Stillwater Avenue ,P,C..A.I.A Cutchogue,NY 11935 596 Hampton Road Southampton,NY 11966 I 1 I LAV. 1 631 283--2051 www.johndavidrosearchitect.com W.C. I - 2ND FLR- - - - - - - 'y - 1 - - I SHWR. - - - - - - - - - �F '�. 5�\� ZERO rola ° ?: compliance 18.7%Better Than Code Maximum UA. 369 Your UA, 300 Max mum SHGC: 0.40 Your SHGC: 0.29 4" 1 2" 3" The%Better or worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an est-ate,of energy use or cost relative to a ntin-unl-code home. C.0. 1 C 0 Envelope Assemblies 2 KITCHEN Floor 1::All-Wood joist/Truss:Over Unconditioned Space 408 30.0< 0.0 0.033 13 1 I I 1 SINK Floor 2:All-Wood joist/Truss:Over Unconditioned Space 238 30.0 0.0 0.033 8 1 WSH.i I vai i I SINK N Floor 3:Other floor:Over Unconditioned Space 542 0.030 16 J t"I_, �; 1 = SERVICEM76D.W. OYO CQ Floor 4:Slab-On-Grade:Heated 106 10.0 0.684 73 'r�" I SINK CV w». Insulation depth:4.0' Ceiling 1:Cathedral Ceiling 408 42.5 0.0 0.025 10 - IST FLR - - - - - - - - - I - - - - - - - - - Ceiling 2:Flat Ceiling or Scissor Truss 1,260 30.0 0.0 0.035 44 C.O. F.D. 3" 3" 3" C.O. C.O. C.O. Wall 1:Wood Frame,16"o.c. 576 25.5 0.0 0.052 30 Wall 2:Masonry Block with Empty Cells:lnterior Insulation 1,056 0.0 18.0 0.047 39 EXISTING GRADE 4"0 C.I. ® Y4"/FT . . z Window 1:Wood Frame:Double Pane with Low-E 194 0.290 56 C.O. C.O. O SHGC:0.29 a Door 1:Solid 42 0.270 11 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in EXISTING HOUSE DRAIN CONTRACTOR TO VERIFY LOCATION ,DETERMINE PITCH &SIZE REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. AND NOTIFY ARCHITECT IN WRITING OF FINDINGS Name-Title Signature Date TO APPROVED S.C.D.H.S. U/G CONVENTIONAL SUBSURFACE SANITARY SYSTEM. PROVIDE HOUSE TRAP AND F.A.I. IF REQUIRED BY LOCAL JURISDICTION. CONTRACTOR TO VERIFY CONDITION Project Title:Ury Residence Report date: 10/16/17 ,CAPACITY,AND SYSTEMS COMPONENTS AND NOTIFY ARCHITECT IN WRITING TO FINDINGS Data filename:Z:\john Rose File\Rose Office Dwgs\Ury\RES CHECK 10.16.20117.rck Page 1 of 2 BASEMENT FLR TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL JUDGEMENT THESE PLANS ARE IN COMPLIANCE WITH THE I.E.C.C. 2015 INTERNATIONAL ENERGY CONSERVATION CODE SANITARY RISER DIAGRAM NOT TO SCALE 00 JOHN DAVID ROSE O PIPING RUNS ARE DIAGRAMMATIC. CONTRACTOR SHALL FURNISH ALL HANGERS, O WHEN ICE MAKING EQUIPMENT IS PROVIDED, DRAIN LINES FOR NOTE: EXISTING UNHEATED SCREENED FITTINGS, VALVES, CLEAN OUTS & OTHER ITEMS NECESSARY TO MAKE A COMPLETE CONDENSATE SHALL HAVE MINIMUM 1" AIR GAP TOP AND BOTTOM x SQUARE FOOTAGE ASSESSMENT PORCH TO BE REMOVED - - - _ 216 SQ. FT. OPERATING SYSTEM IN FULL CONFORMANCE WITH THE LATEST EDITION OF THE AND DRAIN SHALL BE TRAPPED. O INTERNATIONAL PLUMBING CODE, NEW YORK STATE UNIFORM CODE SUPPLEMENT FIRST FLOOR ( G.F.A.) EXISTING _ _ 1,284 SQ. FT. BASEMENT FLOOR SQUARE FOOTAGE AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 7O WHEN WASHERS ARE PROVIDED, PROVIDE PAN WITH DRAIN. TRAPPED. w z BASEMENT EXISTING - _ _ _ 804 SQ. FT. o FIRST FLOOR ( G.F.A.) PROPOSED - - 408 SQ. FT. O THE PLUMBING CONTRACTOR SHALL COORDINATE THE ACTUAL ADDITION BASEMENT PROPOSED ADDITION - _ 0 SQ. FT. 2 LOCATION OF THE SANITARY SYSTEM & WATER CONNECTIONS AS 8O ALL C.O.'S LOCATED IN ACCORDANCE WITH THE LATEST EDITION OF THE p� a BASEMENT TOTAL - 804 SQ. FT. PER FIELD CONDITIONS. INTERNATIONAL PLUMBING CODE, NEW YORK STATE UNIFORM CODE SUPPLEMENT d FIRST FLOOR ( G.F.A.) TOTAL _ - 1,692 SQ. FT. ( UNCONDITIONED) AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. PROPOSED COVERED PORCH - - - -182 SQ. FT. 3 CLEANOUTS SHALL BE PROVIDED AND INSTALLED AT ALL O CHANGES OF DIRECTION OF HORIZONTAL WASTE PIPING AND AT 9 PROVIDE ENLARGER THROUGH ROOF AS REQUIRED w O SECOND FLOOR ( G.F.A.) EXISTING 798 SQ. FT. PROPOSED DECK - - - - - - -160 SQ. FT. THE BOTTOM OF ALL VERTICAL LINES & WHERE SHOWN OR Q REQUIRED. ¢ SECOND FLOOR (G.F.A) PROPOSED _ _ 70 SQ. FT. 10 HOT WATER TEMP. AT FAUCETS SHALL NOT EXCEED 0 ADDITION O ALL WASTE LINES SHALL BE CAST IRON, VENTING SHALL BE 110 DEGREES FAHRENHEIT.( 43 DEGREES CELSIUS) FOR O O COPPER. HAND WASHING AT LAVATORIES. SECOND FLOOR ( G.F.A.) TOTAL_ _ 868 SQ. FT. TOTAL G.F.A 11 REMOVE AND REPLACE EXISTING HOSE BIBS WITH ¢ FIRST AND SECOND DOMESTIC HOT WATER SYSTEM SHALL HAVE RETURN LINE TO HOT WATER O �-t x PROPOSED _ _ _ _ _ _ _ _ _ 2,560 SQ. FT. O HEATER WITH CIRCULATING PUMPS AT RETURN SIDE. FROST FREE BIBS AND PROVIDE 2 FROST FREE BIBS AT ADDITION SEE PLAN FOR LOCATION z W �D ¢ Q W U LOAD SCHEDULE: ¢ w ( ROOF LOAD ) ( SECOND FLOOR LOAD ) ( FIRST FLOOR LOAD ) zz w DEAD LOAD, MATERIAL. . . . . . . .P.S.F. DEAD LOAD, MATERIAL. . . . . . . .P.S.F. DEAD LOAD, MATERIAL. . . . . . . P.S.F Q d x C ASPHALT ROOF SHINGLES 2.5 FLOOR JOIST, 9-1/2" T.J.I. 230 3.0 FLOOR JOIST, 9-1/2 " T.J.I. 230 3.0 w � 5/8" SHEATHING .2.0 %" PLYWOOD 3.0 Y4" PLYWOOD 3.0 ¢ O Q Z RAFTERS, 2X10 4.0 FINISH FLOORING 3.0 FINISH FLOORING 3.0O CEILING JOIST, 2X8 2.5 CEILING ASSEMBLY 5.0 CEILING ASSEMBLY 5.0 -• DRAWN BY: CEILING ASSEMBLY 5.0 MISCELLANEOUS 5.0 MISCELLANEOUS 5.0 \ CET F-D ATC',' ��G AVlQlt0 INSULATION 1.5 wr > ��,>f.'1 a• sir MISCELLA OF N=-'N TOTAL 20.5 TOTAL 19.0 TOTAL 19.0 CHECKED BY: LIVE LOAD ( GROUND SNOW LOAD ) 30.0 LIVE LOAD 40.0 LIVE LOAD 40.0 RISER DIAGRAM REDUCTION FACTOR NON TAKEN SCALE:NONE TOTAL ROOF LOAD, 50.5 TOTAL SECOND FLOOR LOAD, TOTAL FIRST FLOOR LOAD, A-2 L.L.+D.L.= L.L.+D.L.= 59.0----60.0 L.L.+D.L.= 59.0 57�60.0 --I THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 DRILL 3/" DIAMETER HOLES PROGRESS 08-29-17 @ 12" O.C. VERTICALLY 6" BLDG. DPT. 10-20-17 V. 1 11-06-17 DEEP CENTERED ON NEW BLDG. DPT. FOUNDATION WALL. FILL SOLID WITH NON SHRINK GROUT AND SET #5 BARS 4" THICK CONCRETE SLAB. REINFORCEMENT FOUNDATION WALL 2'-6" LONG BEFORE POURING NEW WALL. 6X6-W1.4XW 1.4 WWF @ CELLAR. L 4" THICK CONCRETE SLAB. REINFORCEMENT EXISTING FOUNDATION @:..::....:.. 6X6-W4XW4 WWF GARAGE. • v KEY JOINT AT SLAB FOR ° . a NON-CONTINUOUS POUR. ° 'r . d v • v d4- 441 d. e d a. ° d ° d ° d 2" OF RIGID INSULATION (2) LAYER 1'-0" MIN. 1" THICK STAGGERED JOINTS, TAPE SEAMS R = 2'-0" MAX. (TYPICAL) L = 2XR FOR o SOIL BEARING. C UNDISTURBED STEP FOOTING M DOWEL @FOUNDATION SLAB BEARING MATERIAL N 1 2 OR MINIMUM 6" 3 �, SCALE: s/"=I'-0" SCALE: 4"=1'-0" FULLY COMPACTED SCALE: Y4"=1'-0" `° SAND AND GRAVEL. z O COLUMN SEE PLAN a STEEL LALLY COLUMN, I ISOLATION JOINT PROVIDE BOLTED CONN. WITH INERT ELASTIC AT TOP+BOTTOM PLATES FILLER BEARING WALL. I 1/2" Y2" THICK ISOLATION JOINT FILL WITH INERT 6 MIL VAPOR COMPRESSIBLE FILLER. TOP OF PIER —0'-8" 4 THICK CONCRETE I BARRIER. x x. a x� � % % FROM TOP OF SLAB. SLAB. . . i 4" CONCRETE SLAB 2" OF RIGID �. VARIES 3000PSI AT 28 DAYS OR INSULATION v.ii a I°'ii PIER AS REQUIRED 00 AS NOTED ON DRAWINGS a ... it. NOT TO EACH COLUMN SHALL 3„ �L J� 4—#3 BARS, FOOTING TO EXCEED 1'-6 6" 6" 1'-6" = = BE ANCHORED WITH PIER, DOWELS FULL 3'-0" ,... d.. r „ X` I _ • U—ANCHOR BOLT. HEIGHT OF PIER & TIES ° ® 1 —0 O.C. FOOTING LOCATED ON SUITABLE z A v a v .. .d x % B EAR ING MATERIAL a RIAL AS v Z v d d T..'4O DETERMa INEDBd Y TESTING t�v d i MIN 2 ,. TON S.F. 0 SEE FOUNDATION PLAN ° FOR FOOTING SIZES & rxy REINFORCING PROVIDE 3" MINIMUM OC/� III—I I g. .J'r > '!:` �y ..^. �:y.6•.\.Ve`'�w'i-..[, I I—) -s+' CONCRETE COVER ALL AROUND �J I I—III— —I(.� _ '� r.•b�.Tt. 5. • S.l.;.•�( .V.--y t III— —III—I =..f.ni v�"....n • `l��r,'.'�C:f.:!-.i.l'tii.q''�t,iXr'. (/� *. ,.S';`r„�}::tl�.fl..\'f sx.l,i.-.•.{..:4w•n,...:y :�.:i .t l.f•M.+ ==�•�� .:,��_•rat::;r"�' = ;:.::.-.....��r�= � COLUMN & — ;;•e r., ;�-�. c... by- .,,�';; �i�"�� _ .:�� es- BASE PLATE —I I I �r F >„=-.:s'✓ , • : - ar•. II III SEE FOUNDATION PLAN E POU BEFORE RING SLAB. W O FOR FOOTING SIZES 'y_ `'"� @ TYPICAL PIER z �}` �•`"��` •'`'"�"' FULLY COMPACTED � 3-# 4 BAR CONT. ,r,; �,r;,.:.�rr.-:zwt,_ � - ,:�- �.�:y- .� �:�� REINFORCING .��<�:.:<�..��fi..:� :,�...�;k�yr.�-..�>xv,.- ''L` SAND AND GRAVEL .%r: x<,,�"'mss N �> O 2 OF RIGID +l�f INTERIOR FOOTING/ WHERE FOOTING IS DROPPED TO �O 0. 2" OF RIGID INSULATION # 4 BAR @ F-0" O.C. N: � BEAR ON SUITABLE MATERIAL d INSULATION SCALE: %"=1'-0" o � 4 HAUNCH FOOTING UNDISTURBED SOIL z w SCALE: a"=1'-0” REINFORCEMENT BARS LINE OF FOOTING — %" THICK ISOLATION Q u SEE DETAIL JOINT FILL WITH INERT w a BELOW. COMPRESSIBLE FILLER. U CUT JOINTS 25% OF THE DEPTH o W �, OF THE SLAB. TYPICAL INTERIOR FOOTING Q c Q SCALE: N.T.S FILL VOID WITH INERT COLUMN , �� 1\ I COLUMN Q CAULK FILLER CENTERLINE ,y O�- CENTERLINE THE MAXIMUM JOINT SPACING IN CONTROL JOINT AT Q 7 CENTERLINES 0 FEET SHOULD NOT EXCEED 2.5 TIMES z a I a � c� o THE THICKNESS IN INCHES. SLAB THE d' � . a. � — JOINTS SHOULD BE NO FURTHER APART THAN 20 FEET. a a a li DRAWN BY: BRI d ' °'°. a STEEL COLUMN SEE PLAN ° d ° FOR SIZE ALL CUTTING TO TAKE PLACE O e-' WITHIN A 4-12 HOUR PERIOD AFTER CONCRETE POUR _ i � �( , �rFOFNE,N�o� FOOTING VARIES CHECKED BY: CONCRETE SLAB SEC FOUNDATION PLAN FOUNDATION CONTROL JOINT AT CONCRETE SLAB ISOLATION JOINT @ COLUMN DETAILS 8 SCALE: 34"-1'-0" SCALL:3/4"=1'-0° 7 - SCALE: FULL THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WTPH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 CONCRETENOTES PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG. DPT. OCONCRETE FOR ALL FOUNDATION WORK INCLUDING SLABS ON GROUND, ETC, SHALL BE 3000 PSI, AT 28 DAYS, UNLESS OTHER WISE NOTED. 2 THE BOTTOM OF ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 4000 LBS/FT2. ELEVATIONS OF FOOTINGS SHALL BE VERIFIED BY A LICENSED PROFESSIONAL R-30 ROXUL BATT ENGINEER BEFORE CONCRETE IS PLACED. INSULATION AT ALL SLABS ON GROUND SHALL BE POURED IN A FLOOR JOIST BAYS O CHECKERBOARD FT WITH 1000 SEQUENCE 2 MAXIMUM UNLESS OTHERWISE Q / AREA PER POUR CONSTRUCTION JOINTS SHALL OCCUR TYPICAL EXTERIOR WALL:RED CEDAR NOTED ON PLANS ON COLUMN CENTERLINES UNLESS OTHERWISE NOTED. BOARD AND BATTEN OVER 30# s BUILDING PAPER OVER 5/8" PLYWOOD /4" SUB FLOOR GLUED AND OVER 2X6 STUDS ® 16" O.C. WITH 2" SCREWED. CONCRETE COVERING OF REINFORCING SHALL BE AS CLOSED CELL INSULATION & D FOLLOWS: 1" FROM WHERE SLA 3-1/2"ROXUL BATT INSULATION UNLESS FLOOR JOIST BS ARE FORMED ON SUB FLOOR FLOOR. OTHERWISE NOTED ON BUILDING 2 GROUND, 2" FOR SIDES OF GRADE BEAM, PIERS AND (DATUM 0'-0") SECTIONS Col,-t:44 WALLS , 3" FOR FOOTINGS. co O5 ALL REINFORCING BARS #3 AND LARGER SHALL BE N DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET o TOP OF I P.C. WALL. / W � STEEL CONFORMING TO ASTM-60 UNLESS OTHERWISE `V NOTED ON THE PLANS. WELDED WIRE FABRIC TO BE ASTM-A-87 AND HAVING A MINIMUM TENSILE STRENGTH w 0 OF 70,000 PSI. zo BOTTOM OF JOIST A- aJA THE CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES. LOCATE BOLTS, SLOPE GRADE AWAY 'TERMITE SHIELD PLACED SLEEVES AND TRENCHES, AS REQUIRED FOR MECHANICAL FROM FOUNDATION WALL. BETWEEN DOUBLE SILL SEALTRADES, PROVIDE AND OR INSTALL ANCHORS, INSERTS, TREATED 2X6 PLATE 2-#5 BAR CONTINUOUS HANGERS, ETC AS REQUIRED FOR VARIOUS TRADES. STAINLESS STEEL ANCHOR BOLTS: 5j8" A. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR a 4A DIAMETER X 12" LONG WITH STAINLESS C\2O REINFORCEMENT DETAILS FOR APPROVAL BEFORE �, e. � STEEL 3ff X 3ff X 5/8ff PLATE WASHERS � PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL SPACED AT 4'-0" O.C. ANCHOR BOLTS I CHECK ALL DIMENSIONS AND ACCEPT FULL z POURED CONCRETE FROM I RESPONSIBILITY FOR ALL DIMENSIONAL CORRECTNESS. NO °' o o SHALL ALSO BE LOCATED WITHIN 12"FOUNDATION WALL THE ENDS OF EACH PLATE SECTION AND co STRUCTURAL DRAWINGS ARE TO BE REPRODUCED 'FOR I Q f-0" FROM CORNERS. USE AS SHOP DRAWINGS. z 00 o Y2" EXPANSION JOINT.( INERT & COMPRESSIBLE) O CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE w d NO MORE THAN 80'-0" APART AND NO LESS THAN 8'-0" 4" THICK CONCRETE SLAB. REINFORCEMENT 6X6/W1.4XW1.4 WWF ® CRAWL SPACE. FROM ANY PIER. HORIZONTAL JOINTS SHALL NOT BE o PERMITTED. DAMPROOFING SYSTEM ON FOLLOW A.C.I STANDARDS LATEST EDITION FOR ALL z FOUNDATION WALL AS PER 6" FULLY COMPACTED O DETAILS OF CONCRETE CONSTRUCTION AS TO TIES z ARCHITECT. TED o SAND AND GRAVEL ANCHORAGE, REINFORCEMENTS, SUPPORTS, ETC. a ea' d IWATERSTOP THREE(3) SAMPLES OF CONCRETE FOR EACH 100 CUBIC x 4-#5 BARS CONTINUOUS 10 YARDS OF CONCRETE SHALL BE TAKEN FROM THE MIXER da TOP OF FT'NG. ° ° AND TESTED IN COMPRESSION IN ACCORDANCE WITH W o X-4-.• . a< ASTM 059-61 BY A QUALIFIED TESTING LABORATORY. . •° IT ` ONE CYLINDER SHALL BE TESTED AT 7 DAYS AND TWO d It11° CYLINDERS TESTED AT 28 DAYS. REPORTS OF CYLINDERS W BOT OF FT' G. �, •a < . Ili Hill TEST MADE DURING THIS PERIOD SHALL BE SUBMITTED CD zo 1111 L d TO THE ARCHITECT FROM THE CONCRETE SAMPLED ABOVE, WITH A RECORD OF THE SLUMP. � a x 11 NO TRUCKS, BULLDOZERS, OR HEAVY EQUIPMENT SHALLIT ' '° O BE ALLOWED '- " BOTTOM OF FOOTING SHALL BE A MIN OF 2 -0 ABOVE WITHIN 10 0 OF FOUNDATION WALL UNTIL zo W ¢ GROUND WATER. GROUND WATER AND BEAR ON UNDISTURBED SOIL. SUPERSTRUCTURE HAS BEEN ERECTED. �D Q 12 FOOTINGS SHALL NOT BE SET IN GROUNDWATER. ALERT Q W 2'-0" O ARCHITECT IF GROUNDWATER CONDITION EXIST BEFORE w a ¢ CONSTRUCTION TAKES PLACE. n 13 THE CONTRACTOR SHALL PEFORM ALL EXCAVATION AND DE-WATERING SO AS TO PREVENT ANY DISTURBANCES , TO THE BEARING STRATA OF THE SOIL. ¢ ¢ �� 14 AIR CONTENT, UNIT, WEIGHT AND TEMPERATURE SMALL o O BE MADE AND REPORTED WITH THE COMPRESSION TEST. w `� FOLJNDAT ION WALL SE CT ION1 KEYS FOR FOOTINGS, FOUNDATION WALLS, ETC MUST BE Q SCALE:3/4°=1-0° PROVIDED AS SHOWN IN SECTIONS AND DETAILS. NOTE: THIS DRAWING TO BE USED IN 16 ALL COLUMN BASE PLATES AND COLUMN BASES BELOW CONJUNCTION WITH FOUNDATION O SLAB SHALL BE " ENCASED WITH A MINIMUM 3 OF DETAILS .DRAWING ,A-4 CONCRETE ALL AROUND. DRAWN BY: 17 ALL CONCRETE THAT ON COMPLETION WILL BE EXPOSED TO THE WEATHER, FOOTINGS AND FOUNDATION WALL, SHALL BE AIR ENTRAINED. c`'`v tier NO CONCRETE ADDITIVE WILL BE PERMITTED EXCEPT AS NECESSARY FOR THE REQUIRED AIR ENTRAINMENT. SLABS ON GROUND SHALL 1 g BE PLACED ON WELL COMPACTED POROUS FILL COMPACTED TO 95% DENSITY. CHECKED BY: 20 BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION OUNDATION WALLS UNTIL THE CONCRETE HAS ATTAINED SUFFICIENT ALL DETAILS STRENGTH TO RESIST SUCH LOADS OR FOUNDATION WALL HAS BEEN LATERALLY BRACED. CALE:3/4"=r-0° A 1 -4 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 21'-0" BLDG. DPT. ADDITION 15'-2" 5'-10" 1'-6" DIAMETER CONCRETE PIER 16'-2" ol /FOOTING DECK MINIMUM 4'-0" T-3" BELOW GRADE 10" 7'-3" 7'-3" 10" (2) 2X 10ACQ SEE DRAWING A-19 FOR 2'-3" 1'-4" 2'-3" DETAILS QI ( ¢ ¢ll ¢ ( I STEP FOOTING AS 3 x o 00 0 o REQUIRED e o 0 2"x 10"ACQ D.J. 2"x 10"ACQ D.J. O Wn- O N N AT 16 O.C. N N AT 16 O.C. N LOCATE O CONTRACTOR TO N N N N N PROVIDE CRAWL SPACE VENTS AS EXISTING z REQUIRED WITH PREAB.AREAWAYS BUILDING DRAIN Q W AND NOTIFY (2) 2"x 10"ACQ LEDGER BOARD ARCHITECT IN Q o WRITING U _ MATERIAL,SIZE, CRAWL SPACE I s`. PITCH AND o !: CAPACITY o VENT TYPICAL I —� SYSTEMS c� o UNEXCAVATED COMPONENTS 00 I co N INTERIOR FOOTING 5 1 AND CONDITION N 3'X3'X 1' ,5-*4 =; v I DOWEL NEW PIER CONTRACTOR TO .`" O E.W. TYPICAL co INTO EXISTING VERIFY TYPE INSTAL '-0 - � �" 3-1/2" DIAMETER CRAWL FOUNDATION AND LOCATION I'-0"CONCRETE rn Q STD.STEEL COLUMN I WALL OF RIGID FOOTING WITH 4-*5 Z WITH BASE PLATE INSULATION AT BARS E.W. AS O TYPICAL PIER I AND COLUMN CAP EXISTING WELL I FOUNDATION REQUIRED PATCH 0. 7 8"X 1'-4",DROP T-i" TYPICAL T-1" 6'-2" AND STORAGE PERIMETER EXISTING SLAB AS z 11 AS REQUIRED F— TANK REQUIRED p FOR GIRDER : 13 - 1 -7/8"MICRO LVL X 10" X 1/4"BASE PLATE AND 3-1/2 DIAMETER"STANDARD STEEL STUBBY COLUMN WITH 10., N Q I8 7 SIMPSON LLC,7 GAUGE GALV. Q ISOLATION e L J L J JOINTS AT I 4"THICK STEEL COLUMN CAP WITH 1/8 COLUMNS AND o CONCRETE SLAB " " FILL AND CONT.FILLET WELD HAUNCH L m WITH W 1.4 X W I "� I I CONCRETE AT CONCRETE SLAB I c\1SEE DETAILS. �t, I v 0 1.4/6X6 WWF ON 6 EXISTING WALL a MIL POLY VAPOR I I I I I CONTRACTOR TO a� VERIFY BARRIER ON EXISTING CHIMNEY BASEMENT A v ( N FULLY I A CONDITION OF FLUE TO > DOEPTHIOAND A-13 m Q COMPACTED A 13 I BE VERIFIED BY I EXISTING CONDITION OF MATERIAL,SAND CONTRACTOR AND CONCRETE Q ¢ EXISTING o /GRAVEL 2 ARCHITECT NOTIFIED IN I SLAB I O O I FOUNDATION �,� PROVIDE NEW WRITING OF FINDINGS 9-1/2"TJI 230 ,. AT 16 O.C. .....�: ..4 i. HEATING EQUIPMENT AND NG � O� �O 00 � DOMESTIC HOT ATTACH 5 INCH THICK I I BASEMENT �� REMOVE EXISTING -:�N � WATER HEATER ISO BOARD,R-30 TO STAIR TO BE c,,� ch CONCRETE 2'-3" 1'-4" 2'-3' UNDERSIDE OF EXISTING REMOVED c;, I CONCRETE SLAB I I PROVIDE (-- I I SLAB AND OPENING INTO INSTALL NEW 2 C ,.. ..,r.,.. .. .;; :..:::: 0 I CRAWL SPACE CONCRETE �- o Iy.. PROVIDE FLOOR MIN. 16" X 24" SLAB DRAIN MOUNTED L- W —��N Q FLUSH WITH SLAB I I Z 0 I CONNECT TO U/Gg B ,� O -? DRAINAGE POOL 'ogle as I 1 A-13 �i 2 ;f f LEGEND (2) 2"x 0"ACQ LEDGER BOAR ITEM SYMBOL w SEE DRAWING ¢ d ¢ < Q d Q A-19 FOR o NEW POURED CONCRETE WALL DETAILS NII N N N"N N 1N � WALL/PARTITION TO z 15'-2" 5-10 N N N N N N N 0 ` BE REMOVED 2"x 10"ACQ D.J. 2"x 10"ACQ D.J. 2"x 10"ACQ D.J. x a AT 16"O.C. AT 16"O.C. AT 16"O.C. Q WALL / PARTITION TO REMAIN x 21'-0" (2) 2 X 10 ACQ 1'-6" DIAMETER NEW WALL / PARTITION `: ';;:.. ;:,. :..::::.::: 0 ADDITION CONCRETE PIER /FOOTING p LOAD BEARING WALL w MINIMUM 4'-0" �D Q BELOW GRADE MAX RISER 8-1/4" 2-2X I O MIN HEADER MIN TREAD 9" SEE DRAWING PROVIDE A-19 FOR DECK LVL=I%" x 14" MICROLAM OR AS Q HANDRAIL AT DETAILS ONE SIDE.STEPS NOTED ON DRAWINGS d TO BE POURED T-118" 6'-38" 6'-38" Z CONCRETE PITCH EGRESS WINDOW O W W TO DRAIN WITH 1' 3- 3.03" NON SLIP 4 4 SD Q �� SURFACE BACKHARDWIRED AND BATTERY BACKED O SLOPE REQUIRED FOR 22-858 UP SMOKE DETECTOR w NOSING DEPTH CO Q Q HARDWIRED AND BATTERY BACKED O n UP CARBON MONOXIDE DETECTOR ¢� 0 EXHAUST FAN o CD z PROVIDE EXHAUST FAN AT a O BATHROOMS MIN 50 CFM. VENT DIRECTLY TO EXTERIOR 'DRAWN BY:PJD HOLD A MINIMUM OF 6" FRAME AT _ DOOR RETURNS UNLESS OTHERWISE 01-o NOTED ON DRAWINGS. SEE DOOR , �,ID 14) 0 SCHEDULE FROST-FREE HOSE BIB ° zAo, , 3-2X6 POST/ STL. COL. OR AS NOTED El 0 FQFN�� ON DRAWINGS CHECKED BY: POST/COLUMN ABOVE 1:10 FOUND.PLAN SIMPSON HD5A SHEARWALL HOLDOWN (TYP) 3 O SCALE: 1/4"=1`0" 0" A-5 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 EXISTING INTERIOR WALL FINISHES TO BE REMOVED TO SUBSTRATE INSULATION TO BE PROGRESS 08-29-17 REMOVED - - REMOVED INSTALL CLOSED CELL 3"MIN. BLDG. DPT. 10-20-17 ,PACK OUT WALLS WITH 2 X3 STUDS @ 16"O.C. SET OFF FACE OF MASONRY WALL 1"INSTALL REV. 1 11-06-17 5/8"GYP BD BLD . D 63-3" PROVIDE STEPS 21'-0" 42'-3" DEMOLITION NOTES TO GRADE AS ADDITION EXISTING (THESE DRAWINGS TO BE USED IN CONJUNCTION WITH NEW FLOOR PLANS) REQUIRED MAX. 15-2" 5'-10" CONTRACTOR TO COORDINATE WITH OWNER/ARCHITECT FOR ITEMS TO BE SALVAGED PRIOR RISER 8-1/4',MIN. TO COMMENCEMENT OF DEMOLITION. TREAD 9"• 01 T-7" 7'-7" 2'-11" 2'-11" INSTALL 3 FT.HT. PROVIDE NOTE:EXISTING WINDOWS CONTRACTOR TO ISOLATE ANY AREAS NOT TO BE AFFECTED BY THE DEMOLITION WORK. HANDRAIL IF TOP EXHAUST FAN. TO BE REMOVED AND CONTRACTOR SHALL PROVIDE ADEQUATE SAFEGUARDS TO PROTECT EXISTING TO REMAIN. OF PORCH DECK 16'-4" MIN 50 CFM.VENT REPLACED WITH UNITS EXCEEDS 30"OR IF DECK DIRECTLY TO INDICATED ON PLANS SEE CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING AND BRACING TO SAFEGUARD EXISTING RISERS EXCEED 4 7,. 7,. EXTERIOR(TYP) DRAWING A-15 MODIFY STRUCTURE DURING DEMOLITION. OPENINGS AS REQUIRED CONTRACTOR SHALL DISCONNECT ELECTRICITY,GAS AND HEATING LINES TO AREAS AFFECTED - - - - - - - - - - - - - - - - - - - - BY THIS DEMOLITION WORK. I r— I CONTRACTOR SHALL REROUTE,CAP UTILITIES AS REQUIRED BY THIS DEMOLITION WORK. x VENT DRYER AS 0 DECK I REMOVE EXISTING PER HERS REQ.PROVIDE LINE OF EXISTING LEGEND I I DECK MATERIAL I FIXTURES AND RECC.DRYER BOX CANOPY Z N TO BE I ACESSORIES AND INSTALL NEW AS NEW WALL/PARTITION Q MAHOGANY OR I � I IPE 5/4 X 4" SELECTED BY ARCHITECT Q EXISTING WALLS/PARTITIONS TO BE REMOVED U L � <e> <0> 1-11 1-1 1-5 EXISTING WALLS/PARTITIONS TO REMAIN ►n tp I I o DD CD 2 N °C� ° I rro RYEI? IWASHERo I X CD . C> co m 1-12 � - - — 0 17 BEDROOM I BATH 1 BEDROOM 2 LAUNDRY �T a W.I.0 a 6'-7„ 51" SD .. . 2 14'-3" 32 6'-0" �,9 2 1-8 w 0 1-4 SD O co D O CLOSETS TO DEN c9c' 1-9 1 7 `L HAVE CLOTHES 00 1" `�� O z I OPTIONAL CATHEDRAL CEILING — 3L POLE AND SHELF �IN N Q m I'D 1-11 — - - - - - - N �m - - a DN EXISTING DN I CONCRETE SLABKITCHEN 26X 8 AT 16"O C. ¢ 2 X 8 CJ UP I ABOVE TO ALIGN NEW 1-3 °O AT 16"O.C. :;FI M — — — —I— I REMAIN CEILING WITH EXISTING co oo EXISTING I I EXISTING ' ` KITCHEN TO BE 00 � r � 2 0 A A FIREPLACE TO -m A-13 10 A-13 REMAIN I I REMOVED ASh -1/2"T 230 EXISTING J _BREAK IN _ INDICATED 3 ( ,aI T 16"0.1 2" REi AND SERV CETER 00 SD ? RESET AS v �N `„ O CEILING 6'_1" 31" 2'10" 32 I I REQUIRED LIVING DINING I i I1-3 o CATHEDRAL ALIGN WITH KITCHEN DESIGN FLAT CEILING � — � TO BE � EXISTING STAIR CEILING CEILING BEAM COORDINATED 4'-3" 6'-8" 4'-3" 2'-11" 2'-11" REMOVE ABOVE ALIGN FIN.WALL WITH KITCHEN W 15' 2" 5'-10"lo lo EXISTING SURFACES FABRICATOR Z ISITADLRNEW CUBBIES /� RAISE FLOOR F T STOVE TO HAVE HOOD / �,;�� TO BE �� AND ALIGN WITH ' W`= AND EXHAUST VENTED / STAIR PARTS TO / DETERMINED 0 I EXISTING UPPER DIRECTLY TO EXTERIOR m BE SELECTED BY in `L4 LINE OF ROOF �, I FIRST FLOOR I / ARCHITECT ABOVE _ 1-2 / s I� I — — I DW I177 p3LEGEND � / r W c IN, loll, 6'CP ITEM SYMBOL Fi 4� c i-1 NEW POURED CONCRETE WALL I NOTE:EXISTING WINDOW TO BE REMOVED AND I 3" X 3" PACK OUT WALL EXISTING FOUR REPLACED WITH UNITS 1-2 I STANDARD 1-1 I AS INDICATED WALL/PARTITION TO SEASONS ROOM INDICATED ON PLANS SEE >C STEEL COLUMN KITCHEN x I (~ DRAWING A-15 MODIFY I N WINDOW TO BE BE REMOVED TO BE0o REMOVED AS OPENINGS AS REQUIRED I cq CENTERED ON U O Co I �� U INDICATED BY I v COVERED PORCH UNITS ABOVE � I WALL / PARTITION TO REMAIN x x P. DECK MATERIAL BROKEN LINE RELOCATE A/C I N Q I TO BE 0 COMP.VERIFY I _ (3)2 X 10 I MAHOGANY OR NEW WALL / PARTITION LOCATION in I IPE 5/4 X 4" Z (� Q - - - - DN - - _ — — - - - - - - - - - - - --'� — J LOAD BEARING WALL TlT � � — 2-2X 10 MIN HEADER Q w W NEW BILCO DOOR — — — — — — — C1. BASEMENT ENTRY INSTALL LVL=1 4" x 14" M ICROLAM OR AS Z v W AS PER 8"X 8" NOTED ON DRAWINGS MANUFACTURERS CHAMFERED REQUIREMENTS COLUMNS SEE PORCH CEILING 0 U DETAIL TO BE 3/4"CEDAR EGRESS WINDOW T&G PROFILE TO 23„ Q 0 Q PROVIDE STEPS BE SELECTED BY 4 SD PR GRADE E ARCHITECT HARDWIRED AND BATTERY BACKED 0c REQUIRED MAX. UP SMOKE DETECTOR W RISER 8-1/4",MIN. CO Q TREAD 9". HARDWIRED AND BATTERY BACKED d INSTALL 3 FF O 12'-63.. UP CARBON MONOXIDE DETECTOR O Q HANDRAIL IF TOP 1'-5" 8'-0" 4 F-5" 0 OF PORCH DECK Q" Z EXCEEDS 30"OR IF EXHAUST FAN RISERS EXCEED 4 23 44" PROVIDE EXHAUST FAN AT a `� BATHROOMS MIN 50 CFM. VENT PROPOSED PORCH DIRECTLY TO EXTERIOR 4%DRAWN BY:PJD 15'-2" 5'-10" 28'-48° 13'-l08° HOLD A MINIMUM OF 6" FRAME AT DOOR RETURNS UNLESS OTHERWISE ��KEo�,tzcti� NOTED ON DRAWINGS. SEE DOOR ��G` OAVID SCHEDULE ' FROST-FREE HOSE BIB 21'-0" 42-3" FACE OF qrF PROPOSED ADDITION EXISTING EXISTING OF NEW MASONRY WALL 3-2X6 POST/ STL. COL. OR AS NOTED 0 ® CHECKED BY: ON DRAWINGS POST/COLUMN ABOVE ❑ O FIRST' SIMPSON HD5A SHEARWALL FLOOR HOLDOWN (TYP) O SCALE: 1/4"=F-0" A-6 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 LINEN CLOSET BLDG. DPT. PROVIDE 5 ADJUSTABLE WOOD SHELVES PROVIDE REPAIR EXISTING CONCRETE EXISTING EXHAUST FAN. SLABS AS REQUIRED MIN 50 CFM.VENT WINDOW UNITS DIRECTLY TO TO BE REMOVED AND OPENINGS EXTERIOR(TYP) MODIFIED AS REQUIRED FOR INTERIOR WALL NEW BATHROOM FIXTURES, INSTALLATION FINISHES AND ACCESSORIES TO IN INNEW UNITS FINISHES TO BE BE SELECTED BY OF EGRESS REMOVED TO ARCHITECT.MEDICINE CABINETS PROVIDE UNITS PER SUBSTRATE AND TO BE RECESSED AND SET FLUSH FURRING INSTALL NICHES TO BE LOCATED IN FIELD BUILDING CODE 3"OF CLOSED BY ARCHITECT. CELL INSULATION PACK OUT WALLS LINE OF DECK WITH 2 X 3 STUDS HOLD ROOF 1 1 1" 1 BELOW,SEE BELOW BOTTOM 16"O.C.SET OFF 32' 4' 33" 32" 32 5' 81" 32" FIRST FLOOR OF EXISTING FACE OF 8 F-8" 2 T-0" Z PLAN FOR WINDOWS AS MASONRY WALLS Q DETAILS. REQUIRED' I REMOVE PARTITIONS AS U <e> 8 2-7 INDICATED 2-6 2 5 0 0 o 1 PROVIDE CLOSET M WITH CLOTHES 00 POLE AND SHELF N opo 0 i, W6P 0 =, m z 00 CID cpMASTER 00 " B �X W.I.C. x ' �• 2-9 GAME ROOM ATH 2-4 2_3 `" BEAMS 1 ,2,3,&4, ROOF OF m 3-91/2"MICROLAM ADDITION I I SD SAFETY GLAS LVL O AT SHOWER ;�,N 1" D-6 DOOR 4. p" \TAIR EW WOOD _ MA . RL ER 8-1/4",MIN. — TR AD g"WOOD SD I I I I N DN `Ja' SD O O ATTIC DN SPE IES AND STAI PARTS TO O O 2-1 BEIELECTED BY — _ SD CO SCUTTLE, X A CHITECT. EXISTING LINE OF 4 RAILING AT 36" TAIR W�DTH A I I A CHIMNEY ® ROOM UPPER BED 3 N.36" — — — — Z CAT14E:AL— �13 I i -1p �13CEILI 4-1 I`G °O EXISTING STAIR 2EXISTING WINDOW TO BE REMOVED CO REMOVE 9- /2"TJI 230 I RAISE FLOOR I AND EXISTING EXTERIOR WALL OPEN TO BELOW EXISTING 16"O.C. AND ALIGN WITH 3'-0" PATCHED AS REQUIRED HANDRAIL AND EXISTING UPPER — — — — — — — — — LIVING ROOM ISTALL NEW FIRST FLOOR 4 STAIR PARTS TO MASTER O 0o BE SELECTED BY ARCHITECT ja I I O BDRM. ® 9-1/2"TJI 230 AT 16"O.C.III IFA Z A-' EXISTING ROOF 1 PROVIDE 3-1/2"OF B 2-I1 ROXUL BATT B LEGEND 2-1 INSULATION AT2-3 E_ STAAIR LL WELL �13 ITEM SYMBOL W o — — — — — — — NEW POURED CONCRETE WALL Y'`�� • . 3-11-7/8"MICROLAM LVL W O 2-2 WALL/PARTITION TO z0 EXISTING BE REMOVED a CEILING FRAMING TO BE REMOVED WALL / PARTITION TO REMAIN � Q BILCO DOOR x BELOW NEW WALL / PARTITION �D LOAD BEARING WALL , O W 2-2X10 MIN HEADER z PORCH ROOF Q w U BELOW LVL=1 4" x 14" MICROLAM OR AS NOTED ON DRAWINGS Q EGRESS WINDOW oWw HARDWIRED AND BATTERY BACKED SD w UP SMOKE DETECTOR O w HARDWIRED AND BATTERY BACKED « CO W Q UP CARBON MONOXIDE DETECTOR O Q > >.o C/) d EXHAUST FAN10 Q PROVIDE EXHAUST FAN AT 0 Lo o BATHROOMS MIN 50 CFM. VENT a cn DIRECTLY TO EXTERIOR HOLD A MINIMUM OF 6" FRAME AT DRAWN BY:PJD DOOR RETURNS UNLESS OTHERWISE NOTED ON DRAWINGS. SEE DOOR ,��EDq�C SCHEDULE ��,G� o"A 10 FROST-FREE HOSE BIB 3-2X6 POST/ STL. COL. OR AS NOTED21- ® ® ON DRAWINGS OF NEW POST/COLUMN ABOVE 1:10 CHECKED BY: SIMPSON HD5A SHEARWALL SECOND HOLDOWN (TYP) O FLOOR SCALE: 1/4"=1'- A-71 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG.DPT. INSTALL HALF ROUND WHITE SEAMLESS ALUM GUTTER AND LEADERS, AND CONNECT TO UNDERGROUND STORM WATER COLLECTION DECK BELOW SYSTEM TYPICAL O z 0 0 Q W 0 104, — W INSTALL HALF ROUND Q WHITE SEAMLESS ALUM U GUTTER AND LEADERS, LINE OF EXTERIOR WALL AND CONNECT TO 0 UNDERGROUND STORM I z BELOW I o WATER COLLECTION p v SYSTEM TYPICAL I rx I p x ao F, co I w EXISTING ROOF : REMOVE EXISTING I N N d 00 ROOFING TO SUBSTRATE AND INSTALL c j N d I NEW ASPHALT SHINGLES GAF /TIMBERLINE,WEATHERED WOOD OR I W APPROVED EQUAL HIGH WIND ZO INSTALLATION x 2X 10 R.R. 2X 10 R.R. - EXISTINGI I a AT 16"O.C. AT 16"O.C. EXISTING EXISTING CHIMNEY EXTEND AS 000 REQUIRED INSTALL NEW 16 OZ. 13'-0" COPPER SADDLE 6'-6" 6'-6" 3-1 O � O — A I J I x /�)' no- 11-7/8" ICROLAM LVL x 0 N d 0 N ¢ I z 0 wC.0 I aI t.000 ° o UPPER PORTION 3 4 OF MASTER ° 3-2 INSTALL ICE AND WATER I Q � N _ O SHIELD AS REQUIRED, BEDROOM >. / \ MIN.2'-0"FROM INSIDE I oO FACE OF EXTERIOR WALL ILOQDQQB BELOW TYPICAL. CO Z FYI z=7 CO '" B � en �, B � Z C � - - - - - - - - - VA LEGEND o 3- 11=7/8 11CROLAM LVL — ITEM SYMBOL �:D O 3.3 NEW POURED CONCRETE WALL :x L•. Q 6-6 6,_6" w O 13-0" WALL/PARTITION TO 00 PORCH ROOF BELOW BE REMOVED O INSTALL HALF ROUND WALL / PARTITION TO REMAIN WHITE SEAMLESS ALUM GUTTER AND LEADERS, o NEW WALL / PARTITION AND CONNECT TO x UNDERGROUND STORM O U WATER COLLECTION LOAD BEARING WALL SYSTEM TYPICAL ZO 2-2X I O MIN HEADER E Q z U LVL=1 4" x 14" MICROLAM OR AS Q w W a NOTED ON DRAWINGS Q �� EGRESS WINDOW z W z SD ° W E__.' � HARDWIRED AND BATTERY BACKED ¢ Q UP SMOKE DETECTOR O C/) CA w HARDWIRED AND BATTERY BACKED CO w Q UP CARBON MONOXIDE DETECTOR O > _ EXHAUST FAN ° Q PROVIDE EXHAUST FAN AT O z x BATHROOMS MIN 50 CFM. VENT a DIRECTLY TO EXTERIOR HOLD A MINIMUM OF 6" FRAME AT t DRAWN BY:PJD DOOR RETURNS UNLESS OTHERWISE NOTED ON DRAWINGS. SEE DOOR SCHEDULE ERE°A��ti, V AV IO RO TIC' T O t^ FROST-FREE HOSE BIB 4' 3-2X6 POST/ STL. COL. OR AS NOTED ® a ` mTgTF`�•,+otiti`' °e�7 ;f a ON DRAWINGS OFNEV� POST/COLUMN ABOVE [) 0 CHECKED BY: SIMPSON HD5A SHEARWALL ROOF HOLDOWN (TYP) O PLAN SCALE: 1/4"=1'-0" A-8 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN AIL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG. DPT. ASPHALT ROOF SHINGLES G.A.F./ TIMBERLINE WEATHERED WOOD OR APPROVED EQUAL x 0 BOARD AND BATTEN SIDING WIDTH AND FINIAL AS SELECTED BY x PROFILE OF BATTEN TO ARCHITECT cC/) BE SELECTED BY I Q z 1 ARCHITECT ( I I W QI � Qw 2FT.VERTICAL HEIGHT 12 WINDOW GROUPS TO BE Q z NEW CHIMNEY CAP MIN.ABOVE 10 CENTERED ON FINIAL 10 I TOP OF RIDGE I U FT.HORIZONTAL DISTANCE FROM ROOF I o co � I — — N rQ QNEW CHIMNEY I 1 00 m I EXISTING MASONRY I EXTENSION MATCH I I cv PROVIDE ICE AND CHIMNEY TO BE EXISTING MASONRY AND WATER SHIELD NOT EXTENDED AS REQUIRED MORTAR JOINTS - W � MATCH MASONRY AND LESSTHAN 24 INCHES - - z 00 INSIDE THE EXTERIOR REPOINT EXISTING AS REQUIRED I _ TOP OF PLATE_ WALL LINE OF THE m I O O I BUILDING.AT w E. LOCATIONS WITH A DECORATIVE BRACKETS > I PROFILE AS SELECTED v SLOPE EXCEEDING 8 REMOVE EXISTING ROOF m w0 UNITS VERTICAL IN 12 BY ARCHITECT I I Q TO SUBSTRATE REPAIR 11 FT w UNITS HORIZONTAL THE SUBSTRATE WHERE - - 1 w 1 d z ICE BARRIER SHALL REQUIRED PRIOR TO 111111 p�� [100 Q a -a INSTALLATION OF NEW REMOVE EXISTING Q ALSO BE APPLIED NOT _ FLASHINGAND INSTALL v � ROOFING w LESS THAN 36 INCHES 16 OZ.COPPER FLASHING ¢ z Q � I w 1 MEASURED ALONG THE ASPHALT ROOF AS REQUIRED LUi� TOP OF EXISTING RIDGE O 1 ROOF SLOPE FROM THE a a. EAVE EDGE OF THE SHINGLES G.A.F./ N - - - w 1 >_ BUILDING TIMBERLINE Q Q WEATHERED WOOD OR - I Q I W APPROVED EQUAL HIP ROOF MATCH PITCH Z > IOP OF WINO ( OF EXISTING HOUSE TDOW- - - _ TOP OF RIDGE POO I I 12 F1 > I o WHITE HALF ROUND 5 110 :r � V I; I > 00 ALUMINUM GUTTERS O O CONTINUOUS 4 I _ I zI TOP OF PLATE_ 5/4"X 8"FASCIA AZEK OR _. - ---�---~ - � - -FLOOR � 1 x APPROVED EQUAL TOP OF PLATE TO BE a DETERMINED IN FIELD I � I � z FRIEZE 5/4 X 6 AZEK OR _ TOP OF DOOR LOWER SECOND FLOOR APPROVED EQUAL � ALIGN WITH - w MASONRY CEDAR SHINGLES I` TOP OF WINDOWI H COURSING I ❑❑TERN RED CEDAR ❑❑❑ ❑❑ �� a 1111 - WESTERN ! ? DEI I PERFECTIONS 6" �� O EXPOSURE OR BOARD . : `'€ un I I AND BATTEN TO BE SELECTED BY p ... _.; m ARCHITECT -. -. _ _-. -.-. :: UPPER - - F RST FLOOR UPPER FIRST FLOOR FIRST FLOOR v) - - UPPER FIRST FLOOR I D I 1 Q tt- W O - -- LOWER FIRST FLOOR I `D z SLOPE GRADE AWAY O FROM FOUNDATION AND BILCO DOOR GRADE(VARIES) 0 BLEND INTO EXISTING _ TOP OF CRAWL AB STEP I I P8nX CONTOURSFOOTING ASREQUIRED 8. QL II C�, ULo CONNECT LEADERS TO �— �_ \ WITH L J J L 1 I z Q AND UNDERGROUND _ CHAMFERED_ - O (� —�OI�I✓RS-- - �TOP OF BASEMENT SLAB I '� ►� ~ I STORM COLLECTION SYSTEM TYPICAL NEW FRONT DOOR SEE ENLARGED Q w a NEW BASEMENT ENTRY DETAIL DRAWING A-17 MODIFY Q BILCO DOOR WITH EXISTING OPENING AND REUSE Q BOTTOM OF FOOTINGS CONCRETE STEPS MAX. SALVAGED BRICKS AS REQUIRED. Z W RISER 8-1/4",MIN.TREAD INSTALL BACK TO BACK LOOSE 12"DIAMETER PIER/FOOTING Q 4'-0"BELOW GRADE AND F� SHALL A MINIMUM 9",PROVIDE DRAIN AT STEEL LINTELS.TRIM OPENING MINIMUM 4'-0"BELOW GRADE AND z w w BOTTOM SET FLUSH WITH BRICK MOULDING OR SOIL OR FULLY WITH ADJACENT TRIMMED OPENING,PROFILES TO BEAR C UNDISTURBED SOIL OR BEAR ON UNDISTURBED FULLY COMPACTED MATERIAL COMPACTED SAND AND SURFACE BE SELECTED BY ARCHITECT , L GRAVEL V DOWEL NEW CONCRETE REMOVE EXISTING OVERHEAD DOOR AND ASSOCIATED EXISTING CONDITIONS TO EXISTING AS HARDWARE MODIFY OPENING AS REQUIRED REQUIRED FOR INSTALLATION OFNOTE Q �y LINE OF EXISTING NEW WINDOW UNIT.REUSE INTERIOR STAIR SALVAGED BRICK TO FILL a O OPENINGS AT OTHER LOCATIONS 04 Z EXISTING MASONRY TO TO MATCH .EDGE BRICKS TO BE PRELIMINARY DOCUMENTS PREPARED BY JOHN ti x REMAIN REPOINT AS WOVEN INTO EXISTING. NECESSARY DAVID ROSE ARCHITECT ARE BASED UPON EXISTING CONDITIONS PROVIDED BY. THE PROVIDE FRAMED LATTICE SKIRT BUILDING SURVEY CORP..DATED: JAN. 19,2017. i DRAWN BY:PJD PANELS AT DECK PERIMETER. JOHN DAVID ROSE ARCHITECT IS NOT PANELS TO BE REMOVABLE.SCRIBE BOTTOM RAIL AS REQUIRED BY RESPONSIBLE FOR ACCURACY. ANY q GRADE DISCREPANCIES SHALL BE REPORTED TO THE o�5�E�En D q,t Cy�T� ARCHITECT IN WRITING BY THE CONTRACTOR eo��: ^R°s�`A PRIOR TO THE COMMENCEMENT OF WORK. 4' S�9P 02 2 POFNE`N� CHECKED BY: NORTH ELEVATION SCALE: 1/4"=I'-O" A- 9 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG.DPT. A g FINIAL AS SELECTED BY A-13 A-13 ARCHITECT I I NEW ADDITION BEYOND ASPHALT ROOF O SHINGLES G.A.F./ Z TIMBERLINE p NEW CHIMNEY CAP ,WEATHERED WOOD OR APPROVED EQUAL 12 I V TOP OF RIDGE EXISTING MASONRY 10 CHIMNEY TO BE OR APPROVED EQUAL 4) FASCIA 5/4"X 8"AZEK No EXTENDED AS REQUIRED Q ao MATCH MASONRY AND CN REPOINT REQUIRED XISTING AS c I BRACKET SEE DETAIL Z TOP OF PLATE O CIP x BOARD AND BATTEN I SIDING WIDTH AND ci PROFILE OF T BATTEN TO x ❑❑❑ ❑❑❑ ❑❑❑ BE SELECTED BY WINDOWS BEYOND 000 1]❑11 00n ARCHITECT 12 E` Q I o EXISTING in w I WHITE HALF ROUND WHITE HALF ROUND Ca ALUMINUM GUTTERS CONTINUOUS CONTINUOUS ALUMINUM GUTTERS z I 5/4"X 8"FASCIA AZEK OR APPROVED EQUAL I w TOP OF RIDGE ADDITION FRIEZE 5/4"X 6"AZEK OR 4 a ~' TOP OF RIDGE - - - -� - - APPROVED EQUAL l 12 1 00! 2.8 A-19 I CEDAR SHINGLES UPPER SECOND FLOOR WESTERN RED CEDAR �- _ _ _ _ PERFECTIONS 6" EXPOSURE OR BOARD AND BATTEN TO BE LOWER SECOND FLOOR I SELECTED BY iLl -_' =- --'- -- - - - - ARCHITECT __ .' _._ .µ _. wHmm" :_....._ .__ _ µ .a El NEW FRONT PORCH WITH 8"X 8"COLUMN WITH CHAMFERED COLUMNS WOOD DECK 10 r4 UPPER FIRST FLOOR UPPER FIRST FLOOR - - - - - - A-19 LOWER FIRST FLOOR z O H GRADE(VARIES) Gl, — — — I 4 3 A-19 I I A-19 TOP OF BASEMENT SLAB zW - - _ BOTTOM OF FOOTINGS O 12"DIAMETER PIER/FOOTING — SHALL BE A MINIMUM ¢ MINIMUM 4'-0"BELOW GRADE AND 4'-0"BELOW GRADE AND BEAR ON UNDISTURBED SOIL OR BEAR ON UNDISTURBED Q w W FULLY COMPACTED MATERIAL SOIL OR FULLY COMPACTED SAND AND GRAVEL EXISTING CONDITIONS NOTE w o BOTTOM OF FOOTINGS SHALL BE A MINIMUM ¢ p� BELOW GRADE AND BE PRELIMINARY DOCUMENTS PREPARED BY JOHN DAVID ROSE ARCHITECT ARE BEAR ON UNDISTURBED I I Q � Q SOIL OR FULLY I I BASED UPON EXISTING CONDITIONS PROVIDED BY: THE BUILDING SURVEY CORP O p COMPACTED SAND AND DATED: JAN.19 ,2017 JOHN DAVID ROSE ARCHITECT IS NOT RESPONSIBLE FOR p- o Z GRAVEL ACCURACY. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IN a ►� � x WRITING BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. �» DRAWN BY:PJD I ,,,,RED AI,C�/ �G ��pAVIO�OT�O� A B � •ht, ,`- A 13 A Iq �o� P �1 OF NE1f`I CHECKED BY: EAST ELEVATION SCALE: 1/4"=I'-0" A- 10 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHAIL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHAH. NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG.DPT. b I0 b rn r Z ASPHALT ROOF I tz SHINGLES G.A.F./ r TIMBERLINE O EXISTING MASONRY n ,WEATHERED WOOD OR Y �3 APPROVED EQUAL CHIMNEY TO BE -� EXTENDED AS REQUIRED MATCH MASONRY AND BOARD AND BATTEN REPOINT EXISTING AS I O w SIDING WIDTH AND REQUIRED I mm r PROFILE OF BATTEN TO G rri BE SELECTED BY ARCHITECT REMOVE EXISTING ROOF TO SUBSTRATE REPAIR x d SUBSTRATE WHERE IAC FINIAL AS SELECTED BY REQUIRED PRIOR TO z ARCHITECT ROOFELATION OF NEW I n rn z l 12 r a d5/4" X 8"FASCIA AZEK err y TOP OF RIDGE 10 OR APPROVED EQUAL z U 5/4"X 6" -� FRIEZE AZEK I G N C I OR APPROVED tri EQUAL I p N ASPHALT ROOF - SHINGLES G.A.F./ TOP OF PLATE I I TIMBERLINE W ,WEATHERED WOOD OR z —� - - NEW CHIMNEY APPROVED EQUALC) 0o EXTENSION MATCH I x a c? EXISTING MASONRY AND HIP ROOF ( I �❑❑ ❑�❑ ❑❑❑ MORTAR JOINTS [10 0 F100 BOARD AND BATTEN SIDING WIDTH AND -� 2FT.VERTICAL HEIGHT PROFILE OF BATTEN TO I I MIN.ABOVE 10 BE SELECTED BY vQ I FT.HORIZONTAL ARCHITECT DISTANCE FROM ROOF 4 I w I I 12 WHITE HALF ROUND drx EXISTING ALUMNUM GUTTERS CONTINUOUS I I TOP OF RIDGE c� I 1200 - - 5 I rn > ITE0 ¢ ( IDo[] DED TOP OF PLATE UPPER SECOND FLOOR TOP OF PLATE TO BE � I I DETERMINED IM FIELD Z LOWER SECOND FLOOR— TOP OF WINDOW O FIFEOH11 :]E: ::IF -1 V I IHH T = 11m ji UPPER FIRST FLOOR Z - - UPPER FIRST FLOOR O (D TOP OF CRAWL SLAB Q I z W TOP OF BASEMENT SLAB I U _ I O Q BOTTOM OF FOOTINGS Q j SHALL BE A MINIMUM ""t 4'-0"BELOW GRADE AND TT ll BEAR ON UNDISTURBED L1 V SOIL OR FULLY COMPACTED MATERIAL oww LINE OF EXISTING STEP FOOTING AS FOOTING REQUIRED , PITCH GRADE AWAY W V 1 FROM FOUNDATION AND BLEND INTO EXISTINGy Q EXISTING CONDITIONS NOTE MODIFY EXISTING CONTOURS ° O WINDOW OPENINGS z WHERE INDICATED FOR x PRELIMINARY DOCUMENTS PREPARED BY JOHN DAVID ROSE ARCHITECT ARE INSTALLATION OF NEW WOOD DECK MAXIMUM A co o EGRESS WINDOW UNITS HEIGHT ABOVE GRADE BASED UPON EXISTING CONDITIONS PROVIDED BY: THE BUILDING SURVEY CORP. 30"IF GREATER THAN 30" DATED: JAN.19 , 2017 JOHN DAVID ROSE ARCHITECT IS NOT RESPONSIBLE FOR PROVIDE 36"HEIGHT ACCURACY. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IN GUARD RAIL ALL , DRAWN BY:PJD AROUND.STEPS TO WRITING BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. GRADE MAX.RISER 8-1/4" EXISTING MASONRY TO MIN.TYREAD DEPTH 9" BE REPAIRED AND PROVIDE HANDRAIL AT 4 G\`��RE�APO REPOINTED WHERE �� onvioR �C, RISERS AS REQUIRED e- .z. o A REQUIRED fig '/ t CONNECT LEADERS TO AND UNDERGROUND FOF NE\N� STORM COLLECTION CHECKED BY: SYSTEM M SOUTH ELEVATION SCALE: 1/4"=1'-0" A- 1 1 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECTS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV.1 11-06-17 BLDG. DPT. FINIAL AS SELECTED BY ARCHITECT B A A-13 A-13 ASPHALT ROOF I x SHINGLES G.A.F./ TIMBERLINE I O ,WEATHERED WOOD OR Z APPROVED EQUAL I I Q W 12 I Q TOP OF RIDGE 10 BOARD AND BATTEN 777 I cv m SIDING WIDTH AND 00 PROFILE OF BATTEN TO I N BE SELECTED BY ARCHITECT W TOP OF PLATE I O 5/4"X 8"FASCIA AZEK OR ❑❑❑ ❑❑❑ ❑❑❑ - APPROVED EQUAL I x 12 EXISTING TOP OF RIDGE EXISTING HOUSE FRIEZE 5/4 X 6 AZEK OR — — �— — — APPROVED EQUAL / I rn / Y r� 00 WHITE HALF ROUND ALUMINUM GUTTERS - r REMOVE EXISTING _m CONTINUOUS 12 _; WINDOW AND FILL a 2.7 f OPENING TO MATCH b EXISTING WEAVE BRICK I.1INTO EXISTING ALIGN [IOUEXISTING MASONRY TO I O REMAIN REPOINT AND o COURSING UPPER SECOND FLOOR REPAIR AS REQUIRED — — —_�— — — > n W � z LOWER SECOND FLOOR r Z A-19 LINE OF NEW STAIR TO I LOOKOUT NEW FRONT PORCH SEE DETAILS O Q DRAWING A-19 Q11 W x 4 WOOD DECK I w EXISTING ELECTRICAL A-19 w OC SERVICE — — UPPER FIRST FLOOR — w O LOWER FIRST FLOOR — Z _v....._.... .._. ___ ._ .. ..... _..._ 3 GRADE (VARIES) I '� 4 J19 PITCH GRADE AWAY 3 J A-19 I _ L J FROM FOUNDATION A-19 — —�TOP OF BASEMENT SLAB �:D Q w BOTTOM OF FOOTINGS BOTTOM OF FOOTINGS Q SSHALL BE A'MINIMUM HALL BE A MINIMUM V 4 4'-0"BELOW GRADE AND '-0"BELOW GRADE AND BEAR ON UNDISTURBED BEAR ON UNDISTURBEDFyl SOIL OR FULLY SOIL OR FULLY COMPACTED SAND AND I I COMPACTED SAND AND ¢ Q [--'' Q GRAVEL EXISTING CONDITIONS NOTE GRAVEL C/) � � O PRELIMINARY DOCUMENTS PREPARED BY JOHN DAVID ROSE ARCHITECT ARE ¢ w Q BASED UPON EXISTING CONDITIONS PROVIDED BY: THE BUILDING SURVEY CORP. PITCH GRADE AWAY DATED: JAN.19 2017. JOHN DAVID ROSE ARCHITECT IS NOT RESPONSIBLE FOR Q Q FROM FOUNDATION ACCURACY. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IN O Q WRITING BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. O z x DRAWN BY:PJD ��ED ARC 02A "a� w/ r ATF OF NEW�Oti CHECKED BY: WEST ELEVATION SCALE: 1/4"=1'-0" A- 12 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALE, COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHAD. NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV° 1 11-06-17 BLDG. DPT. x 0 O O INSULATION SHALL BE INSTALLED FINIAL AS SELECTED BY > TO PROVIDE A CONTINUOUS ARCHITECT w UNINTERRUPTED THERMAL PROVIDE ICE AND WATER SHIELD z I ENVELOPE NOT LESSTHAN 24 INCHES INSIDE ¢ I o a I THE EXTERIOR WALL LINE OF THE ca ( I N Ca BUILDING. AT LOCATIONS WITH A co 00 w SLOPE EXCEEDING 8 UNITSz ASPHALT SHINGLES GAF I I cv w TIMBERLINE WEATHERED WOOD VERTICAL IN 12 UNITS ASPHALT ROOF SHINGLES G.A.F. v HORIZONTAL THE ICE TIMBERLINE ,WEATHERED WOOD 12 2"CLOSED CELL AND 3-1/2" �"�, I TOP OF RIDGE(ABOVE GRADE ) I c"�o a HIGH WIND APPLICATION BARRIERSHALL ALSO BE APPLIED _ >. OR APPROVED EQUAL ROXUL BATT INSULATION R-30 – – – 0 I NOT LESS THAN 36 INCHES AT ROOF AND WALL ASSEMBLY w f (+33'- 11-7/8") Z MEASw lSLOPEURED ALNG THE FROM TOE EAVE EDGE OF 10 W I a 30 LB. BUILDING PAPER ON 5/8" EXTERIOR GRADE PLYWOOD THE BUILDING > w w � �, A oa I z0 2"CLOSED CELL AND 9-1/2"THICK q•s p ROXUL BATT INSULATION R-42. U I TOP OF PLATE - DECORATIVE BRACKETS (+25-3-1/2") PROFILE AS SELECTED BY INTERIOR TRIM BASE MOULDING PROFILE OF EXISTING HOUSE SEE ARCHITECT ❑nn ❑❑❑ ❑❑❑ CROWN,WINDOW AND DOOR w w ELEVATION DRAWINGS I N I _ z I I CASING SHALL BE SELECTED BY a ' ARCHITECT SOFFIT TO BE 3/4"T&G WESTERN F- SEE DRAWING A-18 FOR HOLD RED CEDAR PROFILE AS SELECTE PROVIDE BALLOON FRAMING x NOTE: INSTALL 2" CLOSED CELL a w DOWN DETAILS a I AND 3-1/2"ROXUL BATT BY ARCHITECT AT TOWER a I INSULATION R-30 AT EXISTING ROOF ASSEMBLY TOP OF EXISTING RIDGE 18'-6") "GYPSUM BOARD ON WALLS MASTER SEE FLOOR PLANS AND WINDOW SEAMLESS ALUMINUM GUTTERS A18 AND CEILING TYPICAL BDRM SCHEDULE FOR TYPE AND SIZE OF I ' °O AND LEADERS AS REQUIRED WINDOW UNITS CONTRACTOR TO I °= I CONNECT LEADERS TO U/G STORM CATHEDRAL FIELD MEASURE EXISTING WINDOW COLLECTION SYSTEM 12 CEILING OPENINGS AND PROVIDE TOP OF RIDGE BOARD AND ARCHITECT WITH SIZES IN WRITING _ _ BATTEN SIDING LF1 FOR EVALUATION FOR AREAS I I 0 (+ 12-11-7/8") 5 WIDTH AND ❑❑ 12 REQUIRING EGRESS DIMENSIONS PROFILE OF W BATTEN TO BE C I z B SELECTED BY _ A- - ARCHITECT E_ TOP OF PLATE_ (+9 - 1-1/8") W 8 X 15 ,WITHUPPER SECOND FLOOR m 5/4"X 8"FASCIA AZEK OR __ 0 APPROVED EQUAL DEN 3 X 3 STD. 1/2 EXTERIOR WALL ASSEMBLY TO BE 2 X 6 – – –�'(+g 3–')— – – '�- 8"GYPSUM BOARD ON WALLS STL.COLUMN @ 16"PLYWOOD SHEATHING,2 LAYERS 15 I mi SOFFIT TO BE 3/4"T&G WESTERN AND CEILING TYPICAL ATTACH TO BUILDING PAPER.BOARD AND BATTEN LOWER SECOND FLOOR RED CEDAR PROFILE AS SELECTED EXISTING SLAB SIDING.INSULATION 3"CLOSED CELL AND I BY ARCHITECT INTERIOR TRIM BASE MOULDING DETAIL 31 "ROXUL BATT INSULATION ,R-18 (+6' -31 + v� '"!0O CROWN,WINDOW AND DOOR PENDING EXISTING CONCRETE SLAB I L1 5/4"X 6"FRIEZE ,AZEK OR CASING SHALL BE SELECTED BY TO BE REMOVED SEE FLOOR APPROVED EQUAL AND TRIM TO ARCHITECT 4"THICK PLYWOOD SUBFL�O R PLAN FOR LOCATION AND MODIFY EXISTING MASONRY WALL w O BE SELECTED GLUED AND SCREWED NEW FLOOR ASSEMBLY AS REQUIRED FOR NEW FRAMING INSTALLED CONTRACTOR TO VERIFY EXISTING I I Z I J"THICK PLYWOOD SUBFLOOR ALIGN FLOORS ASSEMBLY'S CONDITION IN O O EXTERIOR WALL ASSEMBLY GLUED AND SCREWED KITCHEN WRITING PRIOR TO I a UPPER FIRST FL OR TO EXTERIOR GRADE EXISTING ^a -` y COMMENCEMENT OF WORK – – R a EXISTING MASONRY TO REMAIN UPPER FIRST FLOOR (+0 -0") I PLYWOOD SHEATHING,2 '- '�° ` ' 2 X 6 TREATED PLATE WITH SILL ATTACH 5"THICK ISO B `� REPOINT AS NECESSARY (+0 -0.) LAYERS 15*BUILDING PAPER. „'; SEAL AND TERMITE SHIELD UNDERSIDE OF EXISTING ONC. O BOARD AND BATTEN t5oa - 8" CLEAR LOWER FIRST FLOOR SIDING.INSULATION 2"CLOSED TOP OF PIER AS PER CRAWL SLAB R-3o - - ( 2,-o ) - - a w Q D J"DIAMETER X 2" LONG CELL AND 3 "ROXUL BATT _ BEAM DEPTH GRADE(VARIES) O Q STAINLESS STEEL ANCHOR BOLTS 3 X 3 STD.STL. SLOPE GRADE AWAY INSULATION R-25.5 SPACE SEE DRAWING -18 FOR COLUMN WITH FROM FOUNDATION AND BLEND Q TOP OF CRAWL LAB _ INSTALLATIOPN REQUIREMENTS BASEPLATE EXISTING INTO EXISTING CONTOURS .. ANCHORED TO NEW 4"THICK CONCRETE (- 4'-7-3/4") I I BASEMENT 3-1/2"DIAMETER STANDARD STEEL Q TOP OF SLAB(2'-0"MIN.CLEAR COLUMN WITH 10"X10"XI/4"STL Ca E~ FOUNDATION BELOW JOIST) BASE PLATE SIMPSON LLC STEEWL I Z W WALL BEYOND TOP OF BASEMENT SLAB UNEXCAVATED GALV.COLUMN CAP MIN. 1/8" – – _ – – – CONT.FILLET WELD WITH 3-9-1/4" (-7 - 7"l O w w U 5 MICROLAM LVL A-3 COMPRESSIBLE INERT FILLER AT Q �' BOTTOM OF FOUNDATION WALL SLAB AND FOUNDATION WALL COLUMN OFFSET TO BE FOOTINGS SHALL BE A MINIMUM JUNCTION CONTINUOUS AT EXISTING DETERMINED IN FIELD W v 1 4'-0" BELOW GRADE AND BEAR ON PERIMETER BASEMENT W ° UNDISTURBED OR FULLY SOANBRETE ¢ Q EXISTING FOUNDATION WALL AND FOOTING CONTRACTOR TO VERIFY COMPACTED MATERIAL PITCH GRADE AWAY > FROM FOUNDATION AND BLEND CONDITION TO ARCHITECT IN INTO EXISTING CONTOURS PROVIDE OPENING TO CRAWL WRITING WITH RESULTS OF 4"THICK CONCRETE SLAB SEESPACE INVESTIGATION PRIOR TO 4. O DETAIL 1 ,DRAWING A-3 SECTION A - A SECTION B - B COMMENCEMENT OF WORK Lo O R-30 ROXUL BATT INSULATION PROVIDE CONCRETE FOOTING DRAWN BY:PJD �`,%BRED AI?rryi �typAVlp T� p O' r sT 43.�2t�ti'a ,' l V 9TFOF NC`N`(pQ CHECKED BY: BUILDING SECTION A- SCALE: 1/4"=I'-O" A- 13 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG. DPT. DOOR ELEVATIONS: ll I I Lil 0 N cn 00 N cn 0o 0o 0o 0o Qo co 1 co O Lu I H I L-, I I V a A1 FRONT DOOR STYLE AND1 1 1 D 1 1 DOOR TO BE ANDERSEN MANUFACTURER TO BE LL E1 FWD6068 APLR WITH 5 SELECTED BY ARCHITECT 36 7 2 4 12 FWD3168 S@ EACH SIDE DOOR TO BE INSULATED 1 1 ALTERNATE 4 PANEL AND FULLY 1 CENTER OPEN GLIDING WEATHERSTRIPED DOOR 8 9 10 PATIO DOOR FWG 12068 4 THRESH HOLD TO BE BRONZE AND HAVE PAN 1 * 2 11 * 2 00 3 5 � DOOR TYPES W z -• z � o O DOOR MATERIAL , FINISH 1 ,& STYLE TO BE AS w SELECTED BY ARCHITECT Q ' d DOOR HARDWARE FINISH rD 2 TO BE SELECTED BY 0 ARCHITECT Q U d 3 BATHROOM DOORS SHALL HAVE PRIVACY LOCKSETS x rn CONTRACTOR TO FURNISH O 4 ARCHITECT WITH W Q MANUFACTURERS CUTS ON HARDWARE FOR APPROVAL ¢ ww a 5 ALL DOORS SHALL HAVE Q > U A MINIMUM 1-1/2 PAIR OF z W BUTT HINGES ALL DOORS SHALL HAVE 6 DOME STYLE FLOOR MOUNTED STOPS W v 1 cWi� HAND OF DOOR AS C� 7 INDICATED ON PLANS O � z DOOR WIDTH AND HEIGHT �" O 8 INDICATED ON PLANS CL cn DRAWN BY:PJD EXTERIOR DOORS SHALL 9 HAVE PANS INSTALLED AS PART OF WEATHER �G �ID VID TIGHT A Q- 'o �� °s gTFOF N_ CHECKED BY: FDR =1'-0" 14 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG. DPT. WINDOW SCHEDULE : TYPE DESCRIPTION SYMBOL WINDOW UNITS AND DOORS TO BE BY ANDERSEN WINDOWS AND A1 - 3 1 - 8 DOORS,400 SERIES, OR C-13 , 1 UNIT APPROVED EQUAL. WINDOW UNIT SIZES BASED ON ANDERSEN LoDOUBLE HUNG,CASEMENT, 0 AND AWNING UNITS. cv UNITS ON SCHEDULE WITH 000 * DESIGNATION TO MEET cv EGRESS REQUIREMENTS. �j B 3-C-13 WITH VERTICAL I - 2 2- 10 FABRICATED FROM RIBBON JOINING MAHOGANY AND HAVE Z 5/8" SIMULATED DIVIDED LIGHTS,2" THICK HISTORIC Z SILL,4" X 5/8" CASING AND A INSTALLED WITH WINDOW PANS FOR A WEATHER c C-125, 1 UNIT 2 - 11 TIGHT INSTALLATION. EXTERIOR FINISHES ,INTERIOR FINISHES,SCREEN MATERIAL TO BE D 3-CX- 135 WITH VERTICAL SELECTED BY ARCHITECT RIBBON JOINING 2 - 2 �k CONTRACTOR TO FURNISH ARCHITECT WITH SHOP DRAWINGS FOR APPROVAL E 3-CN-12 WITH VERTICAL PRIOR TO ORDERING RIBBON JOINING 1 - 1 CONTRACTOR TO FIELD 00 MEASURE EXISTING rn WINDOW OPENINGS AT - LOCATIONS TO HAVE NEW 3-30410 WITH VERTICAL UNITS INSTALLED AND VEIY DESIGNATE F RIBBON JOINING 3 - 1 3 - 2 3 - 3 3 -4 WILLF IT ATT AT D UNITS OPENING W z z � o � a G 30410 , 1 UNIT 1 - 4 1 - 5 1 - 6 1 - 7 WINDOWS AT FRAMED OPENINGS TO HAVE 4" WIDE TRIM AND AT MASONRY PROVIDE BRICK W Ocf) MOLD AS SELECTED BY z ARCHITECT OR TRIMMED Q WITH CASING AS SELECTED O H C-13, I UNIT 1 - 3 1 - 8 BY ARCHITECT �D � O SEE ELEVATIONS FOR Q a MUNTIN PATTERNS L Q I 3-C-13 WITH VERTICAL RIBBON JOINING 1 - 2 O U 2"THICK HISTORIC SILL Z W Q O � d • Q W a J CXW 135 1 UNIT ANDERSEN DOUBLE HUNG ANDERSEN CASEMENT OR Q 1 - 9 1 - 11 1 - 12 2-4 2-5 2 - 6 2 - 8 2 -9 AWNING z W oww CN 12,1 UNIT W 1 - 10 2 - 7 ^ Q Q � • a � O Q x L CW 13,1 UNIT a cy) 2 - 1 2 - 3 -#!DRAWN BY:PJD ED F,nC/y DAVlp �T �r U71 v S� 4b.021°tia gTFOr NE\N'( CHECKED BY: FW =1'-0" 15 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BULD. DEP. 10-20-17 REV. 1 11-06-17 ki_' t S T0 0 I J tNSTALLATION DETAILS AS PER T.J.I.(TRUS JOIST MACMILLAN) MANUFACTURER Apply subfloor adhesive to all contact surfaces BLDG. DPT. 1 INSTALLATION BRACING SLOPED BEARING 3 HOLE CHARTS WARNING REQUIREMENTS . 6j WITHOUT CORRECTLY INSTALLED BRACING AS SHOWN BELOW, JOISTS CAN BUCKLE SIDEWAYS OR ROLL For slopes greater than Y8" per foot (Y4" per foot with OVER CAUSING DEATH OR SERIOUS PERSONAL Tables are based on uniformly loaded applicationsor building code hangers) beveled plate or sloped hangers may be required. provisions for concentrated loads 2000 lb. over feet square) INJURY AND PROPERTY DAMAGE. P ( q ) See plan/details for specific applications. with 25 psf dead and 20 psf partition loading. For joists supporting DO NOT CUT, NOTICE concentrated loads or other conditions or possible exceptions, DRILL OR NOTCH contact your Trus Joist representative. FLANGES INSTALLATION BRACING AND PROCEDURES, AS 0000 WELL AS THE SAFETY OF WORKERS, ARE THE a Lk" knockout 3 t approximately 12" on—center For rectangular holes, L2 is the RESPONSIBILITY OF THE INSTALLER. THE INSTALLER available in nnot joist series. Joists may be longest horizontal or vertical SHOULD MAKE SURE THAT THIS INSTALLATION measurement INFORMATION IS UNDERSTOOD BY ALL PERSONS DO NOT ALLOW WORKERS TO WALK ON JOISTS DO NOT STACK BUILDING MATERIALS ON UNSHEATHED oriented with knockouts at top or bottom DI D2 L2 L, INVOLVED IN THE JOIST INSTALLATION. UNTIL BRACED. INJURY MAY RESULT. JOISTS. STACK ONLY OVER BEAMS OR WALLS. DO Joist de th o 0 0 0 0 0 0 0 0 0 0 0110 0 o N P see table 1 O O WEB AREAEl ❑ cl� 4' (minimum) strip of sheathing (temporary or permanent) if N IMPORTANT there is no braced end wall. If permanent, nail per plans and Strut lines must be tied to braced specifications. If temporary, use 8d (2 ") form nails at 12" co [9 pe of joist su end wall, beam or sheathin on center. Bearing su ort w g BEVELED PLATE SLOPED HANGERS l!finimum distance 2xD1W -02 2xL2 Minimum distance Z from table 2 minimuni I minimum from table 2 Strut lines (1x4 minimum) ITJI espan I x • 6' o.c. for joists with 1Y4" wide Timberstrand *LSL flanges Stack building materials over joist A ♦ 8' o.c. for joists with 1Y4" wide Microllam*LVL flanges walls or beams only ♦ 9' o.c. for joists with 2%8" and 21/le" wide flanges INSTRUCTIONS TO DETERMINE HOLE LOCATION * 10' o.c. for joists with 3%* wide flanges 1. Determine the joist depth and desired hole size and find hole 2. Refer to Table 2. The dimension shown where the joist span and Strut lines are required factor or hole location in Table 1. If the table reports a hole factor, hole factor from Table 1 intersect is the required minimum distance at all bearing locations proceed to step 2. from nearest edge of hole to inside face of support. where joists are not DOotherwise braced. NOT TABLE 1 — HOLE SIZE FACTORS AND LOCATIONS TABLE 2 — HOLE LOCATIONS Cantilever bracing may be required. See plan. ® JOIST HOLE FACTOR Fill all nail holes with the r� � w PERFORMANCE PLUS WEB SPAN A B C D E proper nails o N Ends of cantilevers must bex N 14' 1'-3" 2'-0" 2'-6" 3'-9" 5'-0" laterally stabilized with blocking, g or joist ° a U] JOIST DEPTH bracing rim j o 0 15' 1'-3" 2'-0" 3'-0" 4'-0" 5'-3" a x ill" 14" 16" 18" 20" 22" 24" 26" 28" 30" 16' 1'-31' 2'-3" 3'-3" 4'-601 5'-9" 00 IMPORTANT 2" 1Y4" A A A 4" 4" 4" 4" 4" 4" 4" 17' 1'-6" 2'-9" 3'-9" 5'-0" 6'-3" *All blocking, hangers, rim boards and rile joists at the end supports 3" IY" A A A 1'-3" 1'-3" 1'-3" 4" 4" 4" 4" 18' 1'-6" 3'-0" 4'-3" 5'-6" 6'-9" of the TJI joists®must be completely installed and properly nailed. _ N .r , „ , „ x *TJI joist®top flanges must remain straight within a tolerance of TJI* blocking 2-8d minimum nails 4" 24" B B A A A 1'-3" 1'-3" 1'-3" 1'-3" 4" 19 1 —9 3p—Opp 4 —3 5t-61' 70-011 O t %" from true alignment. ♦Sheathing must be totally attached to each TJP joist before 5" 3" C C B A A A A A 1'-3" 1'-3" 20' 1'-9" 3'-0" 4'-3" 5'-6" 7'-0" >_ additional loads can be placed on the system. + ++ + ++ to it ++ *Without bracing, buckling sideways or rollover is highly probable 6" 3Y, " E C C B B A A A A 1'-3" 21 2 —0 30-091 4'—3 5'—9 71—3 Z under light construction loads like a worker or stacked sheathing. 22 2p—Opp 31—Ops 4'-3p$ 50-901 70-31p � Z 7" 4" D C C B B A A A A 23' 2'-0" 3'-3" 4'-3" 5'-9" 7'-6" a 8" 49/4" E D C C B B B A A 24' 2'-3" 3'-3" 4'-6" 5'-9" 7'-6" Q 9" 5y4" E D C C B B B A » » x 25 2 —3 30-6" 4'—9 5p-9p 7 —9 10" 6" E E D C C B B B � 4 WEB STIFFENER REQUIREMENTS 5 FLANGE NAILING 11" 6Y2 E D D C C B B 26, 2'=3;' 31-9;; 59-Opp 60-3to 71-9;; w O 27 2 6 3 9 5 0 6 3 7 9 Q 12" 70' E D D C C B WEB STIFFENERS AT 28' 2'-6" 4'-0" 5'-3" 6'-6" 8'-0" Q W o CONCENTRATED LOADS EXCEEDING 13" 7�" E E D D C c „ „ x Web stiffener requirements vary based on joist series and TOP OF FLANGE WARNING 29 2'-6'1 4 —0 51-69' 61—9 81-39' 1500 POUNDS WITHIN THE JOIST 14" 8%4" E E D D C Z WEB STIFFENER MATERIALS depth. See plan/details for requirements specific to the NfAILING CLOSER THAN 30 2 -9 4 -3 5 -9 7 -0 8 -6 � O joists being used on this project. SPAN SPECIFIED MAY RESULT IN „ SIZES AND ATTACHMENT FLANGE SPLITTING 15 9 E D D C 31 3'—0 49-3" 5'— 7 —3 8 —9 d „ Load bearing wall or other concentrated 16" W2" E E D D + ++ + ++ » + » to TJI 'oists with 1%4" to 2V16" wide flanges %2y4„gym load above, within the joist span. See /�• 32 39—Opp 4 —6 6 —0 7 —6 9'—3 [� ♦ Web stiffener material shall be sheathing maxunum plan/details for specific requirements. \ 17" 10" E E D 33' 3'-0" o meeting the requirements of PS 1 or PS 2 1" maximum 4 —9 6 —3 7 —9 9 —6 4. or of CSA Standards 0151, 0325 or 0437 a Load bearing wall or other (g) 18" IP4" E E Z Q with face grain vertical. — — concentrated load above " Closest spacing 34 3 —0 ' 5'-0" 6'-6" 8'-0" 9'-9" W Nails spaced at joist ends. See Web stiffener both sides — must be , �+ 0 Q ♦ Minimum web stiffener size is: P plan/details for specific tight against top flange. Attach with 19" 11y4" E E 35 30-30) 5'—0 61-6'0 139-31' 101-011 equally at 2 o.c. N N N requirements. 3-16d (3�") box nails minimum at gb x 2e for joists with 1� wide maximum " F20T- 12" E36 3 —3 5 —0 6 —9 8 —6 10 —3 Caw W flanges. %" x 2gfe" for joists with 2%ie" — — joists with 3�Z"wide flanges. Attach Q; wide flanges. I �—Snug fit with 3-8d (2� ) box nails minimum NAILING PATTERN TO BE PER PLANS AND SPECIFICATIONS. IN ADDITION, *Rectangular holes based on measurement of longest side. Q 1" x " fp oists with2''ie" wide 1" maximum at all other joists. Z w ] NAIL SPACING SHALL COMPLY WITH THE CRITERIA LISTED BE]LO'!f. ♦ � .�2 �ox nails minimum, . spaced at 2 on-center maximum, P� '� minimum FASTENING OF SHEATHING TO FLANGE OF TJI® JOISTSi'� E~ " Ga " z clinched whenl$ossible. VitomaximumCONSIDERATIONS maximum O U � x CLOSEST ION—CENTER ♦ ♦ Q NAIL TYPE DIA. �,� The sizes given in the table Where more than one hole is to ♦ Tables are based on simple span applications. For uniformly loaded " SPACING PER ROW the holes must be f� � tW 2 &4" maximum Minimum attachment to be 1-10d (3") box nail each side are hole sizes, not duct be cut in the web the length cantilever and continuous an applications, w TJI joists with 3/" wide flanges + g � PP BOX 113 2 sizes. Rectangular hole sizes of the uncut web between holes located one inch further from the support for each foot o ♦ Web stiffener material shall be 2x4 " of TJI♦'oist at bearin , " minimum from end to " construction rade or better. 13� maximum 1 g 8d (2�) N are based on measurement must be twice the length of the ofjoist span than the values indicated in the tables. w ,� g minimize splitting COMMON 131 2 of the longest side. longest dimension of the largest DO NOT CUT HOLES IN CANTILEVER WITHOUT CONSULTING YOUR TRUS ♦ Use 16d (3%") box nails minimum, - 77Gap * N BOX .128" 2" adjacent hole. JOIST REPRESENTATIVE. '--' i,l TJI blocling panel (or equal) required at each side of 10d(3 ) N Q Q spaced at 3" on—center maximum. Nails spaced W TJI joist for lateral stability and to transfer wall load COMMON 148 3 At intermediate supports with joist equally at 3" o.c. N " P gp l q y above (as occurs) to bearing wall below. See BOX .128 2 EXAMPLE: Find minimum distance from inside face of support to nearest edge of hole. a O Q depths of 22 and greater, use 2 maximum Web stiffeners rows of 16d (3Y21 box nails - must be tight plan/details for specific applications. 12d ` COMMON .148" 3" o LO Z Snug fit against bottom " N N " x minimum, spaced at 3" on—centei'1 " g " " 16d BOX 135" 3" 7 round hole 7 6 rectangular hole 5 p, maximum maxim flange Minimum ttachment to be 10d (3 ) nails at 12 o.c. each ( � COMMON .162 4 WEB STIFFENERS side of TJ blocking panel. When used for shear transfer, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 nail to bearing plate with connections equivalent to (1) The full length of the top (or compression) flange on the TJI joist®must be nailed to the 18" AT BEARING POINTS decking nail schedule. sheathing with the widest spacing of nails as follows: PERFORMANCE PLUS* WEB ❑ 6%" (L (1) For dealer—stocked TJI joists sized using the current DRAWN BY:PJD ♦ 18" o.c. for TJI joists0with flange widths less than 2,". residential product literature, attach web stiffeners (when LOAD TRANSFER AT ♦ 24" o.c. for TJI joists®with flange widths greater thaw 2". N + " required) with three nails, equally spaced. See current La= 6 —1 L,=1 —1 L = 79-3" CONCENTRATED LOADS (2) 14 gauge staples may be a direct substitute for 6d (2�i'�naiils when having a b 'GRED A,q� residential product literature for additional information. Cantilever or continuous ® + " minimum penetration of 1 inch into the main member. span bearing location. i TJI joist span = 22'-0" I g ��QA�� '-,'A(3) If more than one row of nails is used, the rows must be offset at least Y2"and staggered. DO NOT CUT HOLES IN ►I > . m IF WEB STIFFENERS ARE NOT INSTALLED PROPERLY CANTILEVER WITHOUT ROUND HOLE: For 7" hole, " s . find La RECTANGULAR HOLES: For a 6N2 hole, find Lband La CONSULTING YOUR 1. From Table 1, hole factor is C GE TRUS JOIST 2. From Table 2, distance is 4—3 1. From Table 1 hole factor is E ; SIDE OF FLAN � " 2 From Table 2 distance L is 7'-3" REPRESENTATIVE. 3. Increase for joist continuity"— one inch 3. Minimum distance Lcbetween holes = 2 x LE sT ¢'o2lnA for each foot of span ="22 L0= 2 x (6h") = 1'-1" �TFOF� �co2 La= 4'-3" + 22 = 6—1 A CHECKED BY: o For light framing only. 16d (3,V2") IMPORTANT maximums, 3" o.c. staggered (10d Manufacturers engineering responsibility is only for the design of the Trus Joist products and not for any T.J.I FRAMING (3") box xnaximum at TJI joistsewith supporting structure or loads other than indicated herein. All materials shall be furnished by others, unless DETAILS Solid block all posts flange widths less than 2"). specifically noted by "TJ" or by "Trus Joist" herein. from above to bearing Attachment to filler blocks may be SCALE:NONE Plan details. required. See below. Cut blocks 3(e" q WEB MAY PUNCH THROUGH WEB MAY BUCKLE JOIST MAY ROLL IN THE HANGERS longer than joist depth. M, Framellorks® I icrollam®, Parallaae, Performance Plus® Silent Floor® TimberStrand® TJI*and TJM*are registered trademarks and TJL'm, TJLM'm TJI is used as an abbreviation for TJI Joist® — 16 16 THE BOTTOM FLANGE TJLxn TJW11 TJS11 TJH-and Trus Joist-are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho. 1 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 FLOOR DETAILS BLDG DPT. 10-20-17 DETAILS AS PER T.J.I.(TRUS JOIST) MANUFACTURER Apply subfloor adhesive to all contact surfaces ALLOWABLE HOLES - TJI® JOISTS Does not apply fo vented 16"joists used in Canada RGv. 1 11-06-17 BLDG. DPT. TI M B E R STRAN D LS L RIM BOARD Load bearing or shear Wall above Load bearing Wall above sea aha (must stack over Wall below) (must stack over Wall below) See ehort For information on lateral Blocking panel 442x4 minimum load capacities, refer to squash blocks current Trus Joist rim Blocking board literature. " Far rsctangulor hdea panel A U¢'hde can 2 x D p Dp use measurement of Maintain adequate be cut anywhere U t mhlmum longest side distance from in,reb (oleo wd� bearings Web stiffeners required Blocking panels Web stiffeners required t°t)j'Holes) larger not cut holes each side at B1W may beg quired with each side at B2W largcantilever"in Trus Joist rim board shear walls above or See FLOOR SPAN TABLES and below—see detail BI Minimum Distance From Inside Face Of Any Support To Nearest Edge Of Hole A3 Must have 13/4"minimum joist GENERAL NOTES in current See FLOOR SPAN TABLES and bearing at ends Bl B1W Trus Joist literature for exceptions62 62W GENERAL NOTES in current e Trus Joist literature for exceptions Cut holes with care and O in the joist web only EXTERIOR DECK ATTACHMENT INTERMEDIATE BEARING For other load conditions or hole configurations not included in this chart,refer to TJ-Beam®software or Al NO LOAD BEARING WALL ABOVE Load bearing or shear wall above contact your Trus Joist representative. Structural sheathing Web Web stiffeners required (must stack over wall below when ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2» minimum each side at B3W Blocking panels present) DEPTH JOIST TJI®/ may be required with Blocking panel 211 3" 4" 5" 6�/" 7" 8%" 9" 103/a" 12" 211 3" 4" 5" 6%4" 711 85/" 9" 10%a" 12" shear walls above or 1 n f n 1 n 1 p 1 n 1 n 1 n r n 1 n 1 n 100C 1 -6 2—0 2—6 3—s 4—6 1 -6 2—0 3—0 4—0 4'-6- below—see n below—see detail BI , „ I n r n I n , n l p I p I p I » to 2 minimum321 1-6 2'-6” 4—0 5—6 6'-6- l'-6" 2'-6" 4'—On 5'-6- 6'-6- Pro- —6 N Flashing Pro- 100TS 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" l'-6" 2'-6" 3'-6" 5'-0" 6'-0" c') 1 n 1 p 1 p r n / n 1 n 1 n oN Treated 2x_ End of joists 9/.. Pro— 120TS 2�-0" 21-6" 3�-6^ 4f-6» 6�-6» 2f-0^ 3'-0"n 4'-0"n 6'-0'n 6r-6n cwt TJI ®rim joist ledger " at centerline Pro- 130TS 2—0 2—6 3—6 4—6 7—0 2—0 3—0 4—0 6—0 7—0 Cn diameter Trus Joist of support Pro- 150 2'-0" 3'-0" 3'-6" 5'-0" 6'-6" 2'-0" 3'-0" 4'-0" 6'-0" 6'-6" �O 1 p 1 p 1 p 1 p 1 n 1 n 1 n 1 » W lag bolt rim board Pro- 250 2'-0" — — — — 2'-0" z ww 1 » 1 p 1 p 1 p 1 » 1 » 1 n 1 p 1 p 1 n A2 Must have 13/q minimum joist B4 Pro- 350 1 —s 3—s 5—o s—s 7—0 1 —s 3—s 5—o s—s 7—o O """'" 1 o0C 1'-0 1'-6 2'-0 2'-6 3'-0 4'-0" 6'—s" 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 7'-0" x bearing at ends O Allowable load is 325 lbs (ASD) and 515 B3 B3W a, lbs (LSD) per %" diameter lag bolt 321 1'-0" 2'-0" 3'-0" 3'-6" 5'-0" 6'-0" 9'-0" 1'-0" 2'-6" 3'-6" 4'-6" 7'-6" 8'-0" 9'-0" Pro- 10OTS 1'-0" 1'-6" 2'-0' 2'-6" 3'-0" 3'-6" 6'-0" l'-6" 2'-0" 3'-0" 4'-0" 6'-6" 7'-0" 8'-6" Pro- 120TS 1'-0" 2'-0" 2'-6" 3'—s" 4'-6" 5'-0" 8'-0" 1'-6" 2'-6" 3'-6" 5'-0" 7'-6" 8'-0" 9'-0" Pro- 130TS 1'-6" 2'-0" 2'-6" 3'-6" 4'-0" 5'-0" 8'-0" 1 1 2'-0"1 3'-0" 3'-6" 5'-0" 1 7'-6" 8'-0" 1 9'-6" Pro- 150 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-6" 8'-6" 1'-0" 2'-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-0" Web stiffeners required if Load from above 1'-0' " 1 " 1 " 1 " 1 " " " " " " " " " sides of hanger do not Backer block: Install tight to top flange (tight Pro- 250 1 -0 1 -6 2—6 4—0 5—6 6—6 9—0 1 -0 2—0 4—0 5—6 8—0 8—6 9—6 1 p 1 n f " 1 p 1 n I p 1 » 1 n 1 p 1 p 1 n 1 n 1 p to bottom flange with face mount hangers), both Pro-350 1 -6 2'-6" 3'-6* 5'—ON 6'-6" 7'-6" 9'-6- 1 -6 3'-0" 4'-6" 6'-0" 8'-6" 9'-0" 9'-6- laterally support at least ®. Pro- 550 1'-6" 2'-6" 4'-0" 5'-0" 7'-0" 8'-0" 10'-6" 3'-6" 5'-0' 6'-0" 7'-6" 9'-6" 9'-6" 10'-6' 3 " ®• sides of web with single TJI joists. Attach of TJI joist top 321 1'-0' 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 6'-0" 6'-6" 10'-6" 1'-0" 1'-0' 2'-6" 4'-0" 6'-0" 7'-0" 9'-6" 10'-0" 11'-6" flange with ten lOd (3") box nails, clinched when possible. g �6" Pro- 120TS 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 5'-0" 5'-6" 8'-6" 1'-0" 2'-0" 3'-0" 4'-0" 6'-0" 7'-6" 9'-6" 10'-0" 11'-6" 16 1 Pro- 130TS 1'-0" 1'-0" 1'-6" 2'-0" 3'-0" 3'-6" 5'-0" 5-6" 8'-6" 1'-0" 2'-0" 3'-0" 4'-0" 6'-0" 7'-6" 10'-0" 10'-0" 11'—s" 1 1' Pro- 250 1'-0" 1'-0" 1'-0" 1'-0" 3'-0' 4'-0" 6'-6" 7'-0" 10'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 8'-6" 10'-6" 10'-6" 12'-0" Top flange tu Pro- 350 1'-0" 1'-0" 1'-0" 2'-6" 4'-0" 5'-0" 7'-6" 8'-0" 11'-0" 1'-0" 1'-0" 3'-0" 1 5'-0" 7'-6" 9'-0" 10'-6" 11'-0" 12'-0" r p 1 p / n 1 p r » r n / » 1 n r n r n r p 1 w 1 » r n r n 1 » r n n hanger Pro- 550 1 -0 1-0 2—0 3—6 5—6 6—6 8—6 9—0 12—0 2—6 4—0 5—6 7—0 9—0 10—0 12—0 12—0 13'-0 321 1'-0"1 1'— " '— " '—Q* 1'-0" 2'-0" 4'-0" 4'-6" 6'-6" 9'-0" 1'-0" '-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-0" 10'-0"1 11'-6" 12'-6" roTM 130TS 1'-0' 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0' 5'-6" 7'—s" 1'-0" 1'-0" 2'-6" 3'-6" 5'-0" 6'-0" 101-6" 101-6" 12'-0" 131-0" Face rl 1 p 1 n 1 n / n 1 n 1 » 1 n 1 n 1 n 1 p 1 p 1 n 1 p 1 " 1 p 1 N 1 n / p / n 1 n 00 mount » 2x4 minimum 16 Pro- 250 — — — — 1 -0 1 -0 3—6 4—0 7—0 9—6 — — — 2—0 5—0 7—0 11 -0 11 -0 12—0 13—6 co Filler block: Nail with ten 10d (3 ) ^ ^ ^ ^ ^ ^ ^ ^ ll ^ ^ ' ^ 1 ^ ^ ^ ^ ^ 13'-6- hanger squash blocks Pro- 350 1 -0 1-0 1 -0 1 —0 1 -0 2—6 5—0 5—6 8—6 10—6 1 -0 1 -0 1 -0 3—6 6—0 7—6 11 -6 11 -6 12—6 •� 1 p 1 p 1 " 1 p 1 n 1 n 1 n 1 n 1 n 1 n / n 1 p 1 n 1 n 1 n 1 M 1 n 1 p 1 n 1 n � box nails, clinched. Pro- 550 — — — — 3—6 4—6 7—0 7—6 10—0 12—0 1 -0 2—6 4—6 6—0 8—6 9—6 13—0 13—0 14—0 15—0 Hanger height must be a Use ten 16d (3 Y2") box nails from WEB STIFFENER ATTACHMENT . Leave Y"web at top and bottom of hole. DO NOT cut joist flanges. 0:4Hi o each side with TJI®Pro r"550 joists. Use 2x4 minimum squash minimum of 60% of joist depth / 1 Ga • Chart is based on uniform load tables in current design literature. Y8" minimum CS blocks to transfer load from a For simple span(5 foot minimum)uniformly loaded joists not requiring commercial w 3 above to bearing plate below concentrated loads,one maximum size round hole may be located at the center of the joist Z With top flange hangers, backer block 2/ maximum span provided no other holes occur in the joist. H2 required only for downward loads exceeding 1 2 250 lbs or for uplift conditions Three 8d (2Y ) box nails, clinched ROOF NAILING REQUIREMENTS FLOOR NAILING REQUIREMENTS ¢ (Three 16d (3Y2") box nails at TJI ! ists at end bearings: Two 10d 3" box or • TJI ®olsts at bearings: Two 10d 3" box or 12d 31" box <~ � Jo 9 � ( ) j • 9 � ( ) ( ) ��„ TJI®/Pro 550) •12d (31") box nails (1 each side), 1D" minimum from end. nails (1 each side), 10" minimum from end. Flush bearing plate 17"2 TJI ®joists at intermediate bearings: • Blocking panels. rim joist or rim board to bearing plate: required. Maximum Web stiffener each side. Q 'Roof slopes less than 4" per foot: Two 10d (3") TJI flocking panels or rim joist: 10d (3") box nails at 6" on—center. to ¢ See sizes below. box or 12d (31") box nails (1 each side). See detail R7. Y4 overhang Trus Joist rim board: Toenail with 10d (3") box nails at 6' W o permitted at beam. Roof slopes from 4" to 5" er foot: Four 10d (31 on—center or 16d (3D") box nails at 12" on—center. x Tight fit W WEB STIFFENER SIZE box or 12d (31 ) box nails �2 each side). See detail R74. Shear transfer. Connections equivalent to decking nail schedule. 4 r 5 r1 Roof slopes greater than 5" per foot: Four 10d (3'� • Rim board. rim ' ist or closure to TJI Ise' 172 Y X 2 /6 MIN box or 12d (31") box nails (2 each side) plus a J° x twist strap and backer block. See detail R7S. 10' width or less: Two 10d (3") box nails, one each at top 1%" %" X 2 %6" MIN Blocking panels or shear blocking to bearing plate: and bottom flange. 29/161) 1 X 2� MIN 9 p ( n) TJI Pro "'S50 & 130TS rim joist: Two 16d (3D") box nails, TJI joist blocking panels: 10d 3 box nails at 6 on—center. O 16 one each at top and bottom flange. �� Trus Joist rim board for shear blocking: Toenail with 10d (3") box nails TJI Pro X50 rim joist: Toenail joist to rim joist with one 10d (3") W 372 2x4 at 6" on—center or 16d (3D") box nails at 12" on—center. box nail each side of joist top flange. W d H3 Shear transfer: Connections equivalent to decking nail schedule. • 20 minimum squash blocks: Two 10d (3") box nails, one each at torp H ¢ and bottom flange. Q W tj CANTILEVERS DETAILS DETAILS AS PER T.J.I.(TRUS JOIST MACMILLAN) MANUFACTURER Apply subflooradhesive toall contact surfaces CONNECTION OF MULTIPLE � w � L) PIECES OF TOP-LOADED BEAMS Q ¢ Web stiffeners 6'-0" length of TJI ® w o Nail through 2x-, wood backer and required each 8 7 diameter maximum hole for joist reinforcement " TJf� joist web with 2 rows lOd side at E1W 11/ - 20 joists; 6 diameter and filler block. Use 8 diameter maximum hole for Q �, (3 ) common nails at 6 maximum for joists or for 4'-0" length with 9Y2 117/ - 16 joists; 6 diameter Q Blocking on-center, clinched. Use blocking panels less than 12" and 11%" TJI® joists. maximum for �" joists or for : a o panel 16d (3Y2") nails with long. Do not cut flanges. blocking panels less than 12" 1/4 Width Pieces: � z TJI'/Prdw 550 joists. CANTILEVERS NOT SUPPORTING BEARING WALLS CANTILEVERS SUPPORTING BEARING WALLS long. Do not cut flanges. • Minimum of 2 rows 16d (3Y ) nails at 12 o.c. a. CYD o • • Minimum of 3 rows 16d (3Y2") nails at 12" o.c. Trus Joist Attach TJI ®joist for 14" and deeper beams rim board closure 4'-0" length of reinforcement to joist �►, DRAWN BY:PJD %" reinforcement " web with 3 rows lOd (3") Nailed connections require an additional row Trus Joist rim 8 diameter maximum hole for of nails when nail size is smaller than Wood �'� on one side at 7 " " " common nails at 6 on- " „ VED AR ��, 91 board closure E2, both sides at 11/ - 16 joists„ 6 diameter center, clinched. Use 2 specified above (minimum 0.131"' x 3.25 ) �� Rfy%�, backer es a4�fieaet s E3 11 1, 1 •� e o maximum for 2 joists or for fi �ti a rows with W and 11% 3/2 Width Pieces: NO blocking panels less than 12 , ,p ® " long. Do not cut flanges. `� ��fi TJI joists. • Minimum of 2 rows Y bolts a I � Fi 1 El E1W gg ��. 1/3 adjacent s an (maximum) Attach reinforcement to E4 at 24 o.c. staggered sTgT 021 ' TJI ®joists are permitted ce��s4��0 Example: 4'-0 joist joist top and bottom Not for use with 3%2" TJl®joist flange widths FOFh to be cantilevered up to baa �e 1 (uniform loads only) flanges with 8d Mg Additional nailing or bolting may be CHECKED BY: 1/3 the adjeoent span if not � common nails at 8' re ulred with a�ld®-loe�ded multiple member � supporting concentrated L8 q loads on the cantilever. on- center. When beams. Refer to current product literature. Cantilevers exceeding 4 feet may p reinforcing both sides, TAI FRAMIN F2 regwire special consideration. Refer to our TJ-Beam® or TJ-Xpert® `� �4"fi stagger nails to avoid software or contact your Trus Joist representative for assistance. Face grain fiat splitting. DETAILS horizontal SCALE:NONE E2 E3 A- 17 DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WrM RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL (COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS To THIS PROJECT OR FOR COMPLETION OF4s PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 ABLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG. DPT. , SIMPSON LSTA24 -20 GAUGE RIDGE STRAP W/9 - IOD NAILS EACI I END @ ALL ROOF RAFTERS ATTIC JOISTS B ICE SHIELD UNDERLAYMENT REQUIRED SIMPSON H3 I IURRICANE LIP NAILED FROM ol 24" FTER TO BAND JOIST T PICAL ALL RAFTERS 5 8d NAILS EACH END CEILING JOISTS =_ _ - o - N ROVIDE 8d COMMON - 00 APA RATED PLYWOOD TO NAILS @ 4"O.C.AT co EXTEND ONTO BAND JOIST EXTERIOR EDGE OF ALL SHEATHING �= g -- W z 0 SIMPSON LSTA36 @ 32"Of WRAP AROUND RAFTER PLATE W/12- IOd NAILS EACI I END-TYP. SIMPSON MSTA24 @ 32"Of 4"PLYWOOD SUBFLOOR W/9- 10d NAILS GLUED AND NAILED(TYPICAL) EACI I END-TYP. PROVIDE SOLID BLOCKING AT ALL SUBFLOOR EDGES-FIRST == TWO BAYS OF FRAMING-TYP. 2ND LEVEL JOISTS = 00 FLOOR JOIST - � rn LYWOOD SHEATHING TO OVER LAP BOX =^ __ - _..__. L _ >_ DOUBLE TOP PLATE _' - - - HEADER- ---------•- BEAM-TOP+BOTTOM BLOCKING 40.C. TYP.) / z 0 2 X 6 STUDS @ 16"O.C. SIMPSON LSTA36 ,-METAL Q STRAP-JACK PONS SIMPSON MSTA18 @ 32"O.C. DOOR+WINDOW w Oc X AND ALL JACK POSTS OPENIN W/7 -8d NAILS EACI I END G Q 0 . D �D _= z Z ao « 0 va NAIL SHEATHING TO =I O SILL PLATE � a Q V Z Q 8d NAILS @ 4"O.C. Z 0 W SIMPSON LTP4 ATTACHING W U O IST LEVEL JOISTS MUDSILL TO RIM JOIST z Q PLACED AT 16"O.C. O — F � Q U d ° A a a • d • I e d a°v d . Q d 41 ° ve ° , .�, A. ANCHOR BOLTS: ° n a'. ° P ° , °.°•e v.: Z v va (S.S.V8"DIAMETER X 12"LONG a Q 2 X 6 ACQ SILL PLATE WITI I STAINLESS STEEL 3"X 3" °' V WE ZO w W U u d X%6"PLATE WASHERS SPACED a °.. dd 4 d d. . Q• `. ° ° • a e e ° ::v e • 44.AT 32"O.C. ANCHOR BOLTS d . dd d °' ° ° ° d d• .. ° WQSIALL ALSO BE LOCATED ° ° SEE FOUNDATION DWG. FOR DESIGN d d WITIIIN 1-0"FROM THE ENDS 4 OF EACI I PLATE SECTION AND a d a . . 1'-0"FROM CORNERS. d wCO/1 v PLAN PARTIAL SECTION PARTIAL ELEVATION y 0 a., O Q 4:: PLYWOOD SUBFLOOR 3 HOLD DOWN AND SHEAR CONNECT ION CRITICAL PATH DIAGRAM 0 u') x GLUED & NAILED (TYP.) SCALE:NONE a a a ac a a o A PROVIDE 8d COMMON NAILS 0 4' O.C. DRAWN BY:PJD ;;:;ass:::,::... a;:s:s;:s;::as: v ..........................::. _ •saassn;:x;n::::•:::::a:;;:::;:::. v o AT HIGH PRESSURE ZONE 6 O.C. AT INTERIOR PORTIONS OF ROOF _ TYP. r- F� ..D A S E / e � AVOA a � h s 71h r. n. t c :a �,. •t, : 3 f.. 9 < 1 B I Ad J T OS S 10 <A 45 < I. 1 0° <6 < 3Cp :, r A a a a a SECTION F OF NFVJ GABLE ROOFS HIP ROOFS 2 X MIN,BL OCKING, PACK a --fir---- a 09 <e 45a goo I d' <,o .4 3C, OUT JOIST AS REQUIRED to < �< PROVIDE 8d NAILS ® 4" O.C. AT PERIMETER INTERIOR HOLD DOWN ALL BLOCKING PORTIONS OF PANELS IN HIGH PRESSURE ZONES. MA ENDW NOTE a = 4 FT. IN ALL CASES STRAPPING 2 LOCATIONS- COMPONENT AND CLADDING PRESSURE ZONES SCALE:NONE DIAGRAM, SEE PLANS FOR 4 SCALE: NONE A- 18 SCALE: NONE THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN AIA, COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2017 PROGRESS 08-29-17 BLDG. DPT. 10-20-17 REV. 1 11-06-17 BLDG. DEPT. A.C.Q.POST (SEE FRAMING PLAN FOR SIZE+LOCATIONS ) SIMPSON STAINLESS STEEL H2.5A HURRICANE TIE A.C.Q.DECK JOIST —A.C.Q.POST I (SEE FRAMING PLAN FOR (SEE FRAMING PLAN FOR A.C.Q.DECK JOIST (SEE FRAMING PLAN FOR SIZE+ 1 SIZE+LOCATIONS ) SIZE+LOCATIONS ) I : LOCATIONS ) I SIMPSON STAINLESS STEEL 1 — H2.5A HURRICANE TIE POST POCKET,PROVIDE DECK rl JOIST AT EACH SIDE OF POST g SEE PLAN 1 : :::::: VA At I —JH I � I 1 1 € � 1 0 Cl coi 4 _ 00 SIMPSON STAINLESS STEEL AC6R HOLDOWN.USE SIMPSON STAINLESS STEEL DROPPED GIRDER(SEE FRAMING ACE HOEDOWN FOR END PLAN FOR SIZE+LOCATIONS ) I POSTS PACK OUT GIRDER AS REQUIRED e I.- LIS SIMPSON STAINLESS STEEL AC611 0. HOEDOWN 6X6 CONT ACQ POST DROPPED GIRDER(SEE FRAMING PLAN FOR SIZE+LOCATIONS ) i SIMPSON STAINLESS STEEL ABU66 WITH SIMPSON STAINLESS STAGGER FASTENERS IN 2 ROWS SEE POST WRAP/ENTABLATURE 2 — STEEL 5/8"x 6"WEDGE DETAILS ALL 6X6 CONT ACQ POST 2"MIN TO EDGE OF FASTENER GO 07 UPPER GIRDER TO POST CONNECTION ( SECTION ) UPPER GIRDER TO POST CONNECTION ( ELEVATION ) 1 1'-0"(TYP) i O SCALE: 1 1/2"=F-0" SCALE: 1 1/2"=F-0" CENTERLINE OF FASTENER W z z O � 6X6 CONT ACQ POST. 2"MIN TO EDGE OF FASTENER �D STAINLESS STEEL W O FLASHING I'-0"VERTICAL MIN, SEE POST WRAP DETAILS MINIMUM SPACING STANDARD.SEE Q 5/4"DECKING WITH FULLY CONCEALED TABLE R507.2 OF THE 2015 IRC DECK ¢ STAINLESS STEEL FASTENERS LEDGER CONNECTION TO BAND JOIST W O � z STAINLESS STEEL A.C.Q.LEDGER WITH SPACER LAG SCREW OR CARRIAGE BOLT SIMPSON JOIST HANGER I !� 5/8"DIA.CARRIAGE BOLTS l Q SEE PLAN 1/2"STAINLESS STEEL MACHINE STAINLESS STEEL SIMPSON JOIST HANGER cD BOLTS WITH WASHERS r—�r � A.C.Q.DECK JOIST A.C.Q.JOIST 1 O r ¢ (SEE FRAMING PLAN FOR SIZE+ (SEE FRAMING PLAN FOR SIZE+ SEE PL LOCATIONS ) AN I :! LOCATIONS ) 1.. L1 U Q W W CL. . . . . . . . . . . . . . . . . 2"MIN TO EDGE L) OF FASTENER Q viX MIN THREAD Z W 2"MIN TO EDGE PENETRATION ¢ - - OF FASTENER LEDGER DETAILS ( ELEVATION ) — — PANE WITH SCALE: 1 1/2'=1'-0" ¢ LS ¢ LATTICE INFILL, V) SEE BUILDING W �+ ACQ GIRDERS EACH SIDE OF POST 6-SD*9 x 1-1/2'SCREWS OR 8-10d x 1-1/2"NAILS ELEVATIONS W FOR DETAILS 4 ¢ p� — SIMPSON STAINLESS STEEL STAINLESS STEEL SIMPSON DTTIZ.HOLD DOWN ABU66 WITH SIMPSON DEVICE MIN 750 LB.CAPACITY AT 9 LOCATION, STAINLESS STEEL 5/8"x 6" EVENLY DISTRIBUTED ALONG DECK AND ONE Q WEDGE ALL WITHIN 24"OF EACH END OF THE LEDGER. C)HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK z Lo JOIST PER HOLD-DOWN MFR. a \• / X y' � N HED SIDING BEYOND ' •!'�' E :': :�:'•::�:�:�: :::::::::: �1:::::::::::::::: .. BROKEN LINE IND[CATIESFI 1. Lj �: ; r 1 '' • i r X. r J y J• s' . ;F �f e > HDG LAG SCREW WITH HDGSTAINLESS STEEL 3/8 ° � DRAWN BY: .. BE HEX INTO TOP PLATE WASHER OR SDWH TIMBER 0 � i� �y' r �'�>•,;'.`�, . /..e 1 r y , X: / .\ � STUDS,OR HEADER C1 � r> ,.'�"'..•.. d. ' M POUR c G ED CONCRETE CONCRETE PIER ANCHOR BOLT,SEE STRAPPING DETAILS A ,, , s' ';•; ">•.'; •� .-..• : :'d'• fY SEE FOUNDATION t'�:'. . ,'".. ::. �:.•, ,. .�:.;'., ,.,, .,_. , ;;..,. .., . � " '�:, .: . '.:'.: .:�, ;: G pAVlD � , > ,,a'., ?' .:,.:.: . !'yx. ..' ::,rr'.:..>s ., :-.'c +`"•,z :':.,r`..;r�e .`.: .y,.,?`�. . ..r'. ACX C�` °�DRAWINGS FOR r; LOCATIONS m k .i r. X• 1' '-X At-- r 4 ✓� 1 \ 4, T9T�OF NEW�p4 , CHECKED BY: 3 LOWER GIRDER TO POST CONNECTION ( SECTION )- 4 LEDGER DETAIL AT RIM JOIST ( SECTION ) DECK STRAPPING Fir, SCALE: 1 1/2"=I'-O" A _ - DETAILS SCALE:AS NOTED A- 19 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. CO 2017