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39672-Z
fat TOWN OF SOUTHOLD moo c�ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD� NY idol � �ap� 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#: 39672 Date: 4/13/2015 Permission is hereby granted to: Orrigo, Joyce 130 Stanley Dr Centereach, NY 11720 To: Construction of a new single family dwelling as applied for per ZBA "Waiver of Merger" and SCHD approval. DID At premises located at: 380 Homestead Way, Greenport SCTM # 473889 Sec/Block/Lot#40.-2-12 rr Pursuant to application dated 4/6/2015 and approved by the Building Inspector. To expire on 10/12/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,366.40 CO -NEW DWELLING $50.00 Total: $1,416.40 Building Inspector 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. Z-11d3bl' New Construction: Old or Pre-existing Building: (check one) Location of Property: l Ho �f�� -� �]� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block d` Lot Subdivision cv,12�::j/ 31 ` n f/ �/ 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: $ ` : i pplican re 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 Plansy- TEL: (631) 765-1802, Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NOS Check c/ Septic Form N.Y.S.D.E.C. t� Trustees C.O.Application E/ Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Formy Contact: Q .L \J-" Approved ,20 Mail toy:! 1 1`'1 Sr > ltyQ(� Disapproved a/c Phone: SI br o�U q �- Expiration 6 117 ,20 Building In ector ICATION-FOR BUILDING PE � � a 3 2015' ' Date , 20 AP 1 I INSTRUCTIONS a. This applicatidi�NfgM,T;be com le y filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl s, accu 10\1��o o scale.Fee according to schedule. b. Plot plan showing location 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 iri 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. APPLICATIONIS 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. (Si ature of applicant or name,if a corporation) � fa-\�114AJ-i (NI (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As oil the fax roll or latest deed) - If applicant is a corporation, signature of duly,auth6rized officer - (Name and title of corporate officer) 1 Builders License No . �3J 3 Plumbers License No. Electricians License No. Other Trade's License No. I. Location of lana on which proposed work will be done: House Number Street Hamlet - County Tax Map No. 1000 Section "4 0 �k:`' -�tJl'Lot Subdivision f �1 { S%�► � , J Filed Map No. Lot 2. State existing use and,occupancy of premises and intended use and occupancy of proposed construction: a.. Existing use and occupancy [A �— b. Intended use and occupancy 3. Nature of work-(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4,2 q &t-7) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars I 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front // M Rear Depth Height - Number of Stories Dimensions of same structure with alterations or additions: Front .,u /{�- Rear Depth Height Number of Stories t � / 8. Dimensions of entire new construction: Front D Rear `7 Q 1 Depth 3 Height c� ' Number of Stories 9. Size of lot: Front / Rear Depth 10. Date of Purchase 6S_ r Name of Former Owner D, s P 11 11. Zone or use district in which premises are situated 1 e S C-el, 14�, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES VNO , Will excess fill be removed from premises?YES NO ccLl(s 7 /. 14. Names of Owner of premises P.,,J�. Address, . LA\ , �� Phone No. X71 w2O Name of Architect T f At�-_J•i (;i,,-,--Address L yn1 Phone No Name of Contractor .SL;r G C OiA tai Address 1A 4-L.,0%,t LSI Phone No. b I 15 a. Is this property within 100 feet of'a tidal wetland or a freshwater wetland? *YES NO l� * 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 �— * 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 re'sp'ect to this property?"* YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: ( _ COUNTY OF , 611 _ �>A t,, L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)Above named,' (S)He is the 0 k,u ../"—Q/ �— CAA (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 to before me this 2041 � �' • Notary PublicLINDA S.CARLSON :2 Signature of Applicant Notary Public.01,CA61371State of78 w Yolk Qualified in Suffolk County Commission Expires Nov. 14,20 LL sem- A0 "� 9 J� its- Scott A. Russell IDSUFFQ STO>]KMMAT]ER SUPERVISOR o M[A NA.G GEM LENT SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 Of Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOSS THIS PROJECT INVOLVE ANY OF THE FOLLOWWG- Yes No (CHECK ALL THAT APPLY) ❑ 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 ❑[:dwithin 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�_E.* Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑Eg F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management 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 below with your Name, Signature, Contact Information, Date & County Tax Map Number! 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 Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: _ _f District ` NAME JO A R 1 ' a' vT a le""0Section Block Lot cs�nud **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information (6S' � ,'_S.70 7Z-7 / Crelepho Numbed (1 Reviewed By: /•tij�n - - — — — — — — — — — — — — — — ate: Property Address/Location of Construction Work: — — — — — — — — Date: F] Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM ` SMCP -TOS MAY 2014 , APPLICANT S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor.Other) —� b10 Ir Stormwater Management Control Plan CHECK LIST NAME Section Block Lot w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application pie„epnM Date: � eQ * The aPPlicant must Provide a Complete Explanation and/or Reason for not Providing of all Information that has been Required by the following Checklistl Ignalum Telephone Number 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST yES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. V III0 c. Existing-Natural & Man Made Features within 500 L.F. O O of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 0= f. Existing & Proposed Contours of the Site (Minimum 2'tntervais) ®[�0 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& �O proposed structures. I. Location of proposed Swimming Pool and discharge ring. I. Location of proposed Soil Stockpile Area(s). O0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. ©� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 000 rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 00� b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0� d. Leach in&Structures (e.g infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. I Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. ., Date. SMCP has been approved by the Engineering Department. CORM * SWCP Check List-TOS MAY 2014 TOWN OF SOUTHOLD PROPERTY RECORD CARD �� ���( / Yf�s OWNER STREET VILLAGE DIST. SUB. LOT ON FORMER OWNER, J N ACR., Q 0, S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4 q0 0 �00 IeI7.� xo d�tj_ _s AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE _ FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD y Meadowland DEPTH House Plot BULKHEAD Total DOCK- OD LANDWARD EDGE OF FRESHWATER WETLANDS SURVEY OF PROPERTY AS DETERMINED BY SUFFOLK ENVIRONMENTAL �rq t A• CONSULTING, INC ON AUG. 28th 2014. 100 �P�ERC�E�. � �, A T GREENPORT °`'° TOWN OF SO UTHOLD 0� O ` ' s ��P A� \ d 0 0' �'� SUFFOLK COUNTY, N. Y, \ 50'0 9 30 cn 1000-40-02-12 a� ago' SCALE.• 1'= 30' r v 0+ �� ��tv�cGo�` o JULY 23, 2014 0 O o� 9\ ®TEST g� -A JULY 31, 2014 (Proposed House) 6 �'o HOLE dF O 16, 2014 (Revisions) r �\ o G\.��' r-09 4T I �T ?,\ SEPT�i�j NOV.11, 2014 (Revisions) �' 6 o ` �' JAN. 28, 2015 (Revisions) L f // ° N o i— MARCH 17, 2015 (Revisions) C /oNc� •--♦ OEXCAVATION INSPECTION REQUIRED �. p c✓a \ -o FOR SANITARY SYSTEM TEST HOLE DATA O �eR°� oEc� \ _ By HEALTH DEPAUMENT McDONALD GEOSCIENCE O OW / \ 0 ty 04/01/05 uMns of crFAR/Nc \ f \ � n GRAD/NG PLAN U- EL a9' AND GROUND D/S7URSANCE DARK BROWN SILTY LOAM OL / \ 1 1 1 1 EL fa0'F.F. APPROD£D � BROWN SILTY SAND WITH � EL fL0' FWW"A GRADE EL 9.0' HEAVY GRAVEL SAI low GAL ►— 1p�cP l ras r� r 9.s e'� c 6' BROWN nNE TO COARSE SAND \ A0Q 1 W77H HEAVY GRAVEL SW \ Z0'AtA�f. EL 2.3' 6.6' _ \ PIidOD�Plk'SMSIEU CROWD WAJER EL23' WA7ER /N BROWN FINE TO COARSE SAND ` 5Mm \\ [fJ 1,000 GALLON SEP71C TANK WITH HEAVY GRAVEL SW I \� 1 \ [J]8 Fr Dmx 4 Fr nGH PRECAST coAraww LEAaNG RMGS ps0 BAaMU NA7ER/AL COURSE SWD AND GRAM (3'CaLAR) So N07E:• WATER ENCOUNTERED 6.6'BELOW SURFACE -&\0 O \ iAP°ROVgEi�ti^O �liALfHS� pr C. E °A /by OO`�s1RIJCr .�O$P P RAIN RUNOFF CONTAINMENT: \ T �O o� '/ 93ID` ' CE Oea ORS DWELLING: 1.477 Sq. Ft. = WETLANDS FLAG \ 9' ' s LY 1,477 x 0.17 x 1 = 252 Cu.Ft. • = ■ = AP�p0 uSPIKE P. MONUMENT Connected bProvide 2 y & Leaders ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V10LA7ION NN ROS; OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. q`I''�OP F �®E NEW EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS -_ T. E��G HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF �� - A' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR �� WHOSE SIGNATURE APPEARS HEREON. G 5- \Ar E1 --"'-'.TIONS REFERENCED TO NAVD88. ,10 YI oVYU I familiar with the STANDARDS FOR APPROVAL 566'09 � Y l _ 4 AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES SME +_ NO. 49618 and will abide by the conditions set forth therein and on the OF QP 0 1 P C RVEY , .C. permit to construct. �pGE (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 The location of wel/s,cesspools & public water shown hereon are E� AREA= 22192 SQ. FT. 1230 TRAVELER STREET ��- 74—ORS 3�so El � yv, es ,-�, z C, lAy 0'r- ra --I v mi Vey sig aoy - �� � � nD ab -Q-- s — i LANDWARD EDGE OF FRESHWATER WETLANDS /vPOPNT� II OF PROPERTY AS DETERMINED BY SUFFOLK ENVIRONMENTAL � ` ; D """ CONSULTING, INC ON AUG. 28th 2014. OD GREENPORT E511 ; , AUG 12 2 OF SOUTHOLD ID 10 L \ ,,s��,W"� ��-�`' o B� SUFFOLK COUNTY, N. Y. •�0� N1� \ P, O DING DEPT. 1000-40-02 12 Y a 500 vp,CP \ �,� + .� Towx of sov'rso� SCALE.' 1'= 30' A� 0 00'\ 300 JULY 23, 2014 5 g' JULY 31, 2014 (Proposed House) D .02'10 POS E�- 8 Vott oeNo r SEPT.16, 2014 (Revisions) N69 \ � c �N '� NOV.11, 2014 (Revisions) / Y 00 0� T � N� o `A JAN. 28, 2015 (Revisions) 40 ' ro S' y \ d O MARCH 17, 2015 (Revisions) IAO AUGUST�` 9\ �a AUGUST 2, 2016 (PROP. HOUSE) \00 T /�� �T'9ti '�o• � 66009wog �y � �oF aS SFS GORE � Q ;0�; y✓ � 3 �l N O � �� N N / �\ / � � p� Z GRADING PLAN o o o S' v r HOUSE F.F. EL 13.0' G 4 S'APPROVED PIPE -41 11.0 O ' FIN/SHED GRADE EL. 9.0' d� s i u. / EtOP• � � n TEST HOLE DATA vM'� q� \� 2�3 -o cin LE, laoo ter. s 0 / 1 SE. �00 G r 10.5 GE., cnwaimra RaWAffl.E. I.E. mzj T McDONALD GEOSCIENCE 26 \ N / E� /1 Z f0.2 gyacwaiA 9 7� 9.5' e•Mb 04/01/05 Z �\ am '� gyy \ ®PM® 1 EL. a 9' O o\ � `z DARK BROWN SILTY LOAM OL i ,---� ro 3.0' MIN. �-V-4n- -----------GROUND WATER----- ------ BROWN SILTY SAND WITH moo\ HEAVY GRAVEL SM F\�l PROPOSED SEP71C SYSTEM (3) BEDROOM HOUSE s BROWN FlNE TO COARSE SAND ` ' s [1] 1,000 GALLON SEPTIC TANK. WITH HEAVY GRAVEL SW O \�"P ,' ^� \ d [3] 8 FT. DIA.x 4 FT. HIGH PRECAST CONCRETE LEACHING RINGS EL 2.3' s.s' G " \'� _ i OPSGGE \� \%s�oE� BACKFILL MATERIAL COURSE SAND AND GRAVEL (3 COLLAR) WATER /N BROWN FlNE TO COARSE SAND L p WITH HEAVY GRAVEL SW �0 �G �Q�\ -" ��-- RAIN RUNOFF CONTAINMENT 13, Z-ANa \ i HOUSE = 1811 sq.ft. C7 p ,OpE 1811 x 1 x 0.17 = 308 cu.ft. NOTE WATER ENCOUNTERED 6.6' BELOW SURFACE 0 70� j EN�� DRIVEWAY (PERVIOUS) = 540 sq.ft. oq \ %NG 540x0.8x0.17 = 73cu.ft. 381 cu.ft. 381/42.2 = 9 VF = WETLANDS FLAG � � 16�' PROVIDE (2) DW's 80 X 5' DEEP • = SP/KE NN <RRIOo E�'• QO�� ■ = MONUMENT ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON EXCEPT AS PER SEC ON 7209YSUBD/V1SlONORK STATE E2.UALL CERTIfICA770NS 1�CA77ON LAW 0 00, ,` OP h�Ielt�r n HEREON ARE VALID FOR 77-IIS MAP AND COP/ES THEREOF ONLY /F 8 46 �A �.Ai � ,� r Ef SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORS G ®• s WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS REFERENCED TO NAVD88. 6'09 I am familiar with the STANDARDS FOR APPROVAL E��S� .po ' AND CONSTRUCTION OF SUBSURFACE SEWAGE .IEM�`NQ �v .�. r� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES OF PP � t, Y.S. LIC. NO. 49618 and will abide by the conditions set forth therein and on the ��G ® E ORS, P.C. N permit to construct. G�-E (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 The location of wells,cesspoo/s & public water shown hereon are AREA= 22,192 SO. FT. 1230 TRAVELER STREET p from field observations and or from data obtained from others. SOUTHOLD, N. Y. 11971 14-081 REScheck Software Verso om 4.6.2 Compliance 'Certificate Project NEW ONE STORY DWELLING W/ 1 CAR GARAGE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family \5 �'� Project Type: New Construction i Conditioned Floor Area: 0 ft2 4: Q, EL N/f, q'p0 Glazing Area 8% sa Climate Zone: 4 (5750 HDD) Permit Date: O y Permit Number: y� p� ' 4 Construction Site: Owner/Agent: Designer/o O 9465 380 HOMESTEAD WAY PAUL DAVEY EMMANUELTE�Ft - GREENPORT,NY 11944 SLIGO CONSTRUCTION TEHN DESIGN GROUP LC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD, NY 11971 LINDENHURST, NY 11757 Compliance: 13.2%8etter Than Code Maximum UA: 273 Your UA: 237 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Wall 1:Wood Frame, 16"o.c. 1,381 13.0 0.0 0.082 101 Window 1:Wood Frame:Double Pane with Low-E 82 0.340 28 Door 1:Glass 24 0.300 7 Door 2:Solid 48 0.300 14 Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 1,426 30.0 0.0 0.033 47 Ceiling 1: Flat Ceiling or Scissor Truss 1,317 38.0 0.0 0.030 40 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 s been,designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 a to comply with the mandatory requirements listed in the R SchPck Inspection Checklist. Name-Title �Ze;La Signatur Date Project Title: NEW ONE STORY DWELLING W/1 CAR GARAGE Report date: 08/09/16 Data filename: D:XMAIN DRAWINGS\DAVEY HOMESTEAD WAY-16-091\DAVEY.rck Pagel of 1 REScheck Software Version . ®1 Compliance Certificate Project PROPOSED 2 STORY DWELLING W/1 CAR GARAGE & FRONT COVERED PORCH Energy Code: 2010 New York Energy Conservation \��ERN. qRC Location: Suffolk County, New York N'K Construction Type: Single-family Q�Q' y2 0 Project Type: New ConstructionUJI S. Conditioned Floor Area: 0 ft2 f Glazing Area 8% Climate Zone: 4 (5750 HDD) '9j X9'4 65 Q� Permit Date: Permit Number: ' Construction Site: Owner/Agent: Designer/Contractor: 280 HOMESTEAD WAY PAUL DAVEY EMMANUEL TEHN-ADDY GREENPORT, NY 11944 SLIGO CONSTRUCTION TEHN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD, NY 11971 LINDENHURST, NY 11797 a o o � .o• o Compliance 18.3%Better Than Code Maximum UA. 377 Your UA- 308 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Cont.Gross Area cavity Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,084 38.0 0.0 0.030 32 Skylight 1:Wood Frame:Double Pane with Low-E 6 `__ 0.390 2 Ceiling 2: Cathedral Ceiling 210 30.0 0.0 0.034 7 Wall 1:Wood Frame, 16" D.C. 2,296 13.0 0.0 0.082 171 Window 1:Wood Frame:Double Pane with Low-E 172 0.290 50 Door 1: Solid 16 0.476 8 Door 2: Glass 24 0.320 8 Floor 1:All-Wood j oist/Truss:Over Unconditioned Space 1,256 30.0 10.0 0.024 30 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 buildin as been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheckVerslO 4.6.1 and t0 comply with the mandatory requirements listed in the REScheck Inspection ChecklisAl I . t Name-Title Signature-A-1 Date E�l(, [F- ll ';i�' L,' f I 1 JLJ JUL m 2 295 1 �roje t Title: PROPOSED 2 ST RY WELLING W/1 CAR GARAGE & FRONT COVERED PORCH Report date: 07/02/15 atafllenamll�-1 5- 75\ AVEY.rck Pagel of 1 I TD),,� OF WJT OLD NOTE 3�6 7- lY Q NOTE: THE HEATING, DHW AND AIR GONDITONIN6 � THIS PROJECT SHALL COMPLY WITH THE v MECHANICAL CODE OF NY. STATE, SYSTEMS MUST MEET OR EXCEED THE CHAPTERS 12 THROUGH 24. 5PEGIFIGATION5 GALLED OUT ON THE ENERGY THE PLUMBING CODE OF NY. STATE, STAR COMPLIANCE CERTIFICATE. GHAPTER5 25 THROUGH 32. T_ THE ELECTRICAL CODE OF NY. STATE, CHAPTERS 33 THROUGH 42. NOTE � ALL LUMBER THAT GOME5 IN CONTACT WITH p CONCRETE SHALL BE A.G.Q. LUMBER. NOTE: Lu 1 TO THE BEST OF MY KNOWLE06E,BELIEF AND �- PROFE5510NAL JUDGEMENT,THESE PLANS AND/ �\ O OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE. NOTE c I ° IGE 5HIELD TO EXTEND FROM < ROOF EDGE TO A MIN. OF 24" ij NOTE IN51DE OF EXTERIOR !MALL LINE v THE PROP05ED DWELLING HA5 BEEN DE516NED TO BE IN CONFORMANCE WITH THELL 2010 RESIDENTIAL CODE OF NEW YORK. O Lu v ol JUL -2 201 � - _ Lu z -cl _pv ) v n 04 O f E 5HEELu \ P X T I ® N 5 SEAL I N. U N *E:�50; A T I N Fl� AN :;) *ffH _AlL5 (d-T *� `� ._ ® L I g465`IOQ� i I ® r f ' \ ` � f+� NEW N �� 11 F I 1 R� ® � � � ® ( IPY- . +S! e�kr k •x. rvENERAL N07E- 5 E —7 A I L 5 1 REGUIREMENT5 TO IDENTIFY THE USE OF TRUSS TYPE GONSTRUGTIONX— PRE—ENGINEERED WOOD GONSTRUGTION AND/OR TIMBER GON5TRUGTION sem.1" i SECTION 1265.4 516N OR SYMBOL i 111 (A) EACH NEW RESIDENTIAL 5TRUGTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RE51DENTAIL 1 ,h STRUCTURE THAT UTILIZES TRU55 TYPE CONSTRUCTION,PRE—ENGINEERED WOOD GON5TRUGTION AND/OR TIMBER v I CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THI5 PART. ��' r• f g (B) THE 516N OR 5YMB0L REQUIRED BY THI5 PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE h EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: s (1) IF AFFIXIN6 THE 51ON OR 5YM130L THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, I X OR IF THE UTILITY PROVIDING El FGTRIG SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE 516N OR SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX THE 516N OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND `� } (2) IF NO ELECTRIC BOX 15 ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE 4 _ AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING I5 NOT LOCATED IN 1 A PLACE LIKELY TO BE SEEN BY FIREFI6HTER5 OR OTHER FIRST RE5PONDERS RE5PONDIN6 TO A FIRE OR OTHER am 111 EMER&ENGY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THI5 PART SHALL BE AFFIXED TO THE EXTERIOR OF THE RE51DENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JJR15PICTION ASA LOCATION LIKELY TO BE SEEN BY FIREFI&4TER5 OR OTHER FIRST RESPONDERS RF5PONDIN6 TO A FIRE OR OTHER — EMERGENGY AT THE RE51DENTIAL STRUCTURE. t Q (G) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT 155UE A CERTIFICATElu OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE 516N OR SYMBOL REQUIRED BY THI5 PART SHALL HAVE BEEN AFFIXED. t- r I F (D) THE PROPERTY OWNER SHALL BE RE5PON51BLE FOR MAINTAINING THE 516N OR SYMBOL REQUIRED BY THI5 PART SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY AND SHALL PROMPTLY REPLACE ANY SUCH CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THEJ 1- } i 51ON OR SYMBOL REQUIRED BY THI5 PART IF SUCH 516N OR 5YM130L 15 REMOVED OR BECOMES DAMAGED,FADED, ` Z 't to WORN OR OTHERWISE LE55 CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RE5PONDING THE A FIRE s& Q K � = OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY }- OF THE 5I6N OR SYMBOL REQUIRED BY THI5 PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OB5TRUGTION THAT I } 2 1L MAY HIDE OR OBSCURE SUCH 516N OR SYMBOL OR OTHERWISE CAUSE SUCH 516N OR SYMBOL TO BE LESS CONSPICUOUS ! II-u- z ILI 11-2 TO FIREFIOHTER5 OR OTHER FIRST RE5PONIDER5 RE5PONDIN6 TO A FIRE OR OTHER EMER6ENGY AT THE RE51DENTIAL 5TRUGTURE. (E) THE 516N OR 5YMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THI5 SUBDIVISION.(1)THE 516N OR 5YM130L SHALL GON515T OF A CIRCLE 51X INCHES(152.4mm) IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(I2.1mm). THE BAGK6ROUND 1 z Z OF THE 516N OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED V 111 llt IN COLOR,GONFORMIN6 TO PANTONE MATGIHING SYSTEM(PM5) #187. - / (2) THE 516N OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, ; // // / /i ci R( THAT A 516N OR SYMBOL APPLIED DIRECTLY TO A DOOR OR 51DELI&HT MAY BE A PERNAMENT NON FADING STICKER ; %`� a' / / i.,�� r/ OR DECAL. /< 111 (3) THE 516N OR SYMBOL SHALL CONTAIN AN ALPHABETIC GONSTRUGTION TYPE DE516NATION TO INDICATE THE CONSTRUCTION TYPE OF THE RESIDENTIAL 5TRUGTURE,AS FOLLOWS: 1 (1) IF THE RE51DENTIAL STRUCTURE 15 5U3J5GT TO THE PROVISIONS OF THE RGNY5,THE CONSTRUCTION TYPE DESIGNATION SHALL BE "V" AND j %!/ ,' / % r;, }- [iJ (if) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BGNYS,THE CONSTRUCTION TYPE „ N II I N "Ill', N II N ��„ /� / / ., //�/ / Ny y O n / ��;.� / /// {�— L 13, DE516NATION SHALL BE 'I", 'II , III , IV,OR "V TO INDICATE THE GON5TRUCTION CLA551FICATION OF THE ER SECTION 602 OF THE BGNY5. STRUCTURE UNDER (4) THE 516N OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DE516NATION TO INDICATE THE LOCATIONS(5) (n Q GONTAINING TRU55 TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION STRUCTURAL COMPONENTS AS FOLLOWS: -I (1) IIF"SHALL MEAN FLOOR FRAMING INGLLVINC GIRDERS AND 13EAM5; OLu 11 (11) "RI' SHALL MEAN ROOF FRAMING;AND (III) "FR" 5HALL MEAN FLOOR FRAMING AND ROOF FRAMING. --1(5) THE GON5TRUGTION TYPE DE516NATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE 516N Q t N OR SYMBOL,OVER THE LOCATION DE516NATION,WHICH SHALL BE PLACED AT THE 51X O'CLO(K P051TION OF THE PLOT PLAN 516N OR SYMBOL. F f) th FLOOR 5GALE: N.T.5. (� v Q Y p -1 1-1 ((A1 NOTECL SURVEY DATA HAS BEEN TAKEN FROM A SURVEY PREPARED BY: JOHN EHLER5 DWO NO LAND 50RVEYOR RIYERHEAD, N.Y. BUILDING INSPECTOR WILL VERIFY IN5TALLTION OF 516N/5YMBOL DURING FINAL INSPECTION. # Q J J ROOF OVER ROOF o1LLJ 11 M CONTINUOUS RIDGE IDOE CONTINUOUS RID6E VENT N RIDGE HEIGHT CONTINUOUS RIDGE VENT VENT -- -------------- ---------------r 2"x b" ROOF RAFTERS ® I b" O.G. 1/2" PLYWOOD 5HEATHIN6 #15 FELT "' A51FHALT 5HIN6LE5 (A5 5ELEGTED BY OWNER) ASPHALT PROVIDE ICE SHIELD 12 ASPHALT _j SHINGLES 8 SHINGLES O Eli tS� 12 uj Q8 ICE SHIELD } O cz Q -- GLG_HT------., CLO. HT J II " II WIN HT II ____ WIN HT IN t Q w ROOF OVER ROOF ;p :fl 2" x S'I RID6EI I IIJ I L::H L± GONTINUOU5 RIDGE VENT :-t I-IJ 2" 2"x 5" ROOF RAFTER5 ® 16' OL. -' 1/2" PLYWOOD 5HEATHIN6 12 m ASPHAI T ICE SHIELD Q #15 FELT ______ —ICE SHIELD—_ rll_A_5PHALT -_FIN FLOOR SHINGLES -__ FIN FLOOR �6------------------ v ------------------ A5PHALT 5HINOLE5 (A5 5ELEGTED BY OWNER) --- GLG_HT __ _ SHINGLES PROVIDE ICE SHIELD z II " WIN HT WIN HT v CEDAR I MPRE5510N5 - ---------- 4 I I 111 Jill 4 0 " 4 11F_ 36" RAILIN61 1z \ VINYL 5IDIN6 " Flu FuOOF ® ELEV. 13.0 FIN FLOOR® ELEV. 13 SEAL �EFtED qq (--P A QP IIE-771 J I I r 2 LATTICE WORK. LATTICE WORK. LATTICE WORK. I I I I I I I I I I I I I I I I I 1 b 6 P� I I I I I I I I I I I I I I I I I I I I I 1 I OF NEIN�O 14 I I I I I I I I I I m I I I I I I 1 I I I 1 ire I I I I I I 1 its 1 ' ------------------------------IIIII 8 X I6 FTG___________ 1 II------------4 1------------I I-----------4 ------------4 1 1 1 L-----------------------------a 1-----------------4 �-----1-----------------------------J -- -----------------------------' L-J-----------J--L--------------a-----------I--t----------- 1 -1J----J L----1------------------------------LJ------811 X I6" FTG_---1-- ---- ----------- }�I 4"x 4" P05T ANCHORED ON JAR ELEVATION I O 1` 10"� SONO TUBE BELOW GRADE I�ONT ELEVATION �1( AND 4"-6" ABOVE GRADE w 1/4"= I'- O" 1/411= 11- O" R� lu Q v CONTINUOUS R106E VENT CONTINUOUS RID6E VENT �- 12 6 12 FMI Q6 5H NGLES CONTINUOUS RIDGE VENT Q v m v F- ICE SHIELD ICE SHIELD N Lu ------- GL6. HT ------------ w m WIN HT ----- 9 I-O" \w VINYL SIDING5IDIN6 j VINYL O 4 v CONTINUOUS RIDGE VENT 126 CONTINUOUS RIDGE VENT / Q X_} } FIN FLOOR 2 12 u- W z Ila z ---------- rj� ICE SHIELD aS N F= o GL6_HT Ju VINYL 5111IN6 O a 3r N 1 1 WIN HT -0' IN6 V -O -O � VINYL 5IDll 1 �j 11 s ---------- cl ►� c OPEN- PORCH= e`'P' w 36" RAILIN 36" RAILING (� r- }- FI FLOOR® FI EV_I3 O w LATTICE WORK. t11 Q Q 7- AVO AVO GRADE @ 8.45 I I I I I I I 1 1 1tu I I I I I I I I I I j I O � v Q 111 Ir------------i I I I I I I I ---------------------------------------- w — I ------------J I I 1 I I 1 1 LT----------------------------------------J O p w — v N II L--------J L------------------------------------------------1-----I 1 1 L------------------------------------------------------ (Y _1 -i LY w Q I ---------------------------------- II r�--------� i-----------' -----------------------------------------------��---7 r-- —'� ---- ---------------- (L v lJl d I— L—J L---------L-----------a------------------------------------------------ 4" x 4" POST ANCHORED ON L-------------------- IOV 50NO TUBE BELOW 6RADE DWO NO AND 4"-b"ABOVE GRADE rvHT SIDE ELEVATION LEFT SIDE ELEVATION 1/411= 11- o" 4 1/411= I'- O" I Y�IL��/L 1 N NOTE! d I. DOUBLE ALL FLOOR J015T5 UNDER PARTITIONS AND NOTE! Lu POSTS ABOVE. NEW GONSTRUGTION DOUBLE ALL FLOOR J015T5 AND TRIMMERS AROUND I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND v STAIR WELL OPENING. PoSTs ABOVE. ------- TO BE REMOVED DOUBLE ALL FLOOR J015T5 AND TRI MMER5 AROUND 40'-0" ------- 2. ALL 5TRUGTURAL GOL 5 THAT SUPPORT ANY HEADERS STAIR WELL OPENING. L.Y.L. GIRDERS ETG. SHALL BE SUPPORTED DOWN TO 13'-8" EXIST'G STRUGTURE FOUNDATION, FT6'S, AND OTHER STRUCTURAL 2. ALL 5TRUGTURAL COL'S THAT SUPPORT ANY HEADERS 26'-4° GIRDERS OR HEADERS AS NEGE55ARY. L.V.L., 61RDER5, ETG. SHALL BE SUPPORTED DOWN TO b'-10" 6'-10' 3'-0" q'-0" 14'-4" J NEW CONCRETE FOUNDATION, FTG'5, AND OTHER STRUCTURAL 3. ALL PLYWOOD 5HEATHIN6 SHALL BE GONTINUOU5 61R.DER5 OR HEADERS A5 NEGE55ARY. ° m DESIGNATES DETAIL VIEW FROM SILL PLATE TO TOP OF TOP PLATE BEHIND ANY SECONDARY ROOF SYSTEMS, 6ARA6E5, bR COVERED ,u' _____________________________ ON Lu p DESIGNATES SHEET NUMBER PORGH'S. (ETG) i j,., 10 x 4" NO T ANCHORED 67R I ;,,�. ��,� I 10`� SONO TUBE BELOW GRADE } I r-- -------------- -- -� AND 4"-6" ABOVE 6RADE X- 12'-4" ;o I I _ _ (2) 2_x S" HDR_ _ i A < DESIGNATES 5EGTION VIEW 1 I 1 x � 'z ii X NOTE „ # I I r---� m um. I L --Q -- ---�� x 5"_MAILER-- -- ��� -1-4------- H DN. � DESIONATE5 SHEET NUMBER ALL LUMBER THAT GOME5 IN CONTACT WITH I I I I ---_-_-_--- ------------ 47 CONGRETE 5HALL BE A.G.Q. LUMBER. I _�3�2 x to_6IRDE �_�_ _ \\ `fl I I I 3� 2 x 10 61 R ___ _____ _ cv ------- -------- ------- z1 ------ ------ I I- L ---J - -- 8"GONG FOUNDATION WALL W/ 1 HO N. Ib' x 8" GONG FOOTING. I I I I 12'-4" 26'-4" I 1 Q < i I I I 24" x 24" x 12" � GONG FT6 (TYP) I I I N W ''O K STATE ELECTRICAL R OU I M NT5 : "I I W/ 3 1/25TL COL, I I I I I v 5 DENTIA GORE OF NEW YORK STATE 2010 _ I ZIL ELECTRICAL WORK WILL COMPLY WITH THE REI L Q CHAPTER 33 THROUGH 42 � � � CELLAR I I _ p /� }� G I I ~ ® �' 6-0"GLC. HT ~ O I T ENERC Y STAR LABELED HOME5 I I I I z N I I x 4" GONG.SLAB I I o U1 �U I1�EL NE5 i i m Q� I I U R-30 INSULATION IN FL.JTS 1 w I I - LL 1 I 1Y GOOLIN6 EQUIPMENT A/G 14 5EER/12 EER I I 1 I (MINIMUM) HEAT PUMP 14 5EER/12 EER 85 H5PF I I I I I SEAL i I COOLING EQUIPMENT ENERGY STAR QUALIFIED 6A5 FURNACE qO AFUE;ORI I I I �ERED (MINIMUM) ENERGY STAR QUALIFIED 6A5 OR OIL BOILER&5 AFUE;OR I 13-0" ' 8-1 8-1« 8-1 I i GAS EL N.K.q'c" ENERGY STAR QUALIFIED 5.5 H5PF HEAT PUMP;OR I � ________________ OIL FURNACE 85 AFUE R-Iq INSULATION RUN PERPENDICULARI I " I I OVER G.J. I _ (3) 2 x 10 GIRDER _ -�(3) 2 x 10 GIRDER (3) 2'_x 10" GIRDER—_ I • / u ` o -� THERMOSTAT ENERGY STAR LABELED PROGRAMMABLE GEILIN6 JOISTS I I I I L__ J L—__ DUCTWORK LEAKAGE MAXIMUM: b GFM25AOO 50. FT.OF GONDITIONED FLOOR AREA, I I I IZkL I 94615 � INSULATION MINIMUM: R-8 IN UNCONDITIONED 5PACE5 I I I I CaOFO� ENVELOPE LEAKAGE 5 ACH50 MAXIMUM;COMPLETED THERMAL BYPA55 CHECKLIST R-Iq INSULATION o I I I I GONG FT6 (TYP) S L--- , NEIN BETWEEN GEILIN6 JOISTS I I I I W/ 3 1/2' 5TL COL I FLAT GEILIN65(MINIMUM) R-38 (R-30 WITH RA15ED HER TRL65 OR EQUIVALENT) 2-2"x 4"TOP PLATE m I I 12'-4" I I ~ I VAULTED GEILIN65(MINIMUM) R-30(LIMITED TO 500 sq•.ft.OF GEILIN6 AREA) I/2"GYP BD. WALLS(MINIMUM) R-13 _ N S111D5 I I I I = ® R-30 IN50LATION IN FL. JT5 = ® o _ I._.4 FLOOR(MINIMUM) R-Ig I I I I L J I BASEMENT OR GRAWL5PAGE WALL5(MINIMUM) R-10 GONTINUOU5 OR R-13 CAVITY I I UNEXGAVATEIDi i m m r---J AZI R-10 FOR 2 FEET MINIMUM I I BACKFILL TO I SLAB EDGE(MINIMUM) I I I 1 015% GOMPAGTION a 1 1 21-011 WINDOWS (MAXIMUM) U-FACTOR WINDOWS<35 AND ANY 5H65;5KYL16HT5<60 AND<ANY I 1 I j 25'-8" 1 V 5H66 CTYP� AM 1WU1. 10N MA16i I I I 8" GONG FOUNDATION J,4ALL w/ I WATER HEATER EF(MINIMUM) 6A5 OR OIL: 40 GAL=0.61/50 6AL=5g115 GAL=0.54 n.t.s. I I I L_ __-_______------------- --- 16" x 8" GONG FOOTIN . I V OR: IN5TANTANEOU5 WATER HEATER OR INDIREGT-FIRED 5TORA6E TANK WITH I 1 HO N I 2" x 8" NAILER LAO BOLTED I HOD DN. lu BOILER 0 I I I I LI61-ITIN6 AND APPLIANCES 500 kWh OR b50 kWh 5AVIN66 REQUIRED FOR ALL NYE5LH I X� ELECTRICAL kWh SAVINGS NOTE I I I I �z 'Z %Z 1z MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION 5HALL BE IN5TALLED ALL LUMBER THAT GOME5 IN CONTACT WITH I 1 N x I I 1 4' x 4'P05T ANCHORED ON AGGORDING TO NYE5LH TECHNICAL 5PEGIFIGATION5 CONCRETE 5HALL BE A.G.Q. LUMBER. I I 1 12"0 50NO TUBE BELOW GRADE I I I I AND 4"-b" ABOVE 6RADE I d GOMBU5TION 5AFETY TE5TIN6 REQUIRED FOR ALL NYE5LH(5EE NYE5LH TECHNICAL 5PEGIFICATION5) II L 1 I 1 (2) 2_' x 8_HDR � (2) 8_HDR -(2L2- $:'-LR- �L.--L2� 2" x 8" HDR — p \\ - ----`-----------`--------------`------------- - v I w HOLD DN. Q FIRST FLOOR N7 N7 o Lu ►'� v '�/� �` 2'-10" 8'-O" 2'-10" .16'-4" 6'-4" 6'-4" A T TA C H I " I N I O F T I O N 5 13'-8" 26'-4" 11 401--al L '51MPSON"HDU COMMON "51MP50N" 2-Ibd COMMON NAILS 0 6"OO.G. 5THD14RJ A O . ° 12' BEARING ONO�N✓ATI ON �� � NAILS® 6'O.G. FOR FULL LENGTH °° 5 FOR FULL LENGTH OF WALL STUD 5TUD ° 8" OF STUD , „ CONCRETE WALL 1/411= I- 0 BLOCKING 0 Z 1_ K ` o r ' ENDWALL Q = 11 . 5/8` A.B.0 45"O.G.WITH BLOCKING® II J� IL < } Z � N 3"X3"X I/4' PLATE WASHER ENDWALL i lU Z ill Z ° ° NE#4 „ , I a �\\ REBAR O 0- N U'- 2 x6 'SILL PLATE a ..11 .. °. 4 ° OR a as \� � o —Z CONCRETE WALL ° F057 CONNECT I ON FETA I L5 W o W a a ill Z (Y !11 Z_ a a ° . a ° N m 5/8')THREADED ROD EMBEDDEDo� ANCHOR J 51/211 FOR HOLD-DOWN ANCHOR 12 1/2' INTO CONCRETE ��14"" '� $(ALT SPEC IP I G TION 2"xb"DECKING DECORATIVE MOLDING 2"2"b"�FLOOR R5® I6" O.G. W 5/8"X12"ATR ANCHOR do tf) MIN.53" EMBEDMENT //,y SET IN ACRYLIC TIE 12 MAX 4" x 4" POST ANCHORED ON 12" MAX 10"(P x 36" FT6.BELOW GRADE v 0 1 z 0 , ADHESIVE(AT) b' MIN b-I MINI 6-8d COMMON AND 4"-b' ABOVE GRADE -1 p� 1 • '51MP5ON" —1 O t '' ? 3-IOd COMMON 6-8d COMMON 0 Z ()_ 5TH014RJ z FILLER STRIP a� AB P05T BA5E BY 51MP50N O 2-I6d COMMON � � � 1- =l _ N NNAILS 0 6'O.G. OF STUD FOR FULL LEN6TH iv iv RIM J0151f m ` 12"BEARING ON WALL 5TUD 'SIMPSON"HDU PORGH COL'S TO HDR. PORCH DETAIL TO HDR. w _11 1'-O" 3'-q" 2-Ibd COMMON "MJGHOR BOLT® 36"O.G.FOR 2 STORY 1- Z NAIL5®6" O.G. J"ANCHOR BOLT 0 12"O.G.FOR I STORY CONNECTOR POST N/ FTG. CONNECTION U1 'n d <t 0 FOR FULL LENGTH « Q 0 a \ OF STUD ANCHOR BOLT 0 51 O.G.FOR 5LAB ON 6RADE Z lU O �l FOUNDATION ANGHORAOE DETAIL „A � ,• �0 1'ANIGHOR BOLT® 23"O.G.FOR 2 STORY a % ���� NE#4 `ANCHOR BOLT® 46"O.G.FOR I STORY PLAN VIEW a REBAR 'ANIGHOR BOLT® 36'O.G.FOR SLAB ON 6RADE ~ O O v Q v tL ° \\ OR r w 1' (A5 PER WFGM TABLE 3.2G) j �° O z Ii I.MIN.. EMBEDMENT INTO CONCRETE 5lmpson Strong-Tie NOTE O W — v Z J"ANCHOR BOLT® 36"O.G.FOR 1-3'5TORIES w/3"SQUARE WA51iER5 AND END NUT SETUP AB � � Q I I.MIN.1"EMBEDMENT INTO CONCRETE °. ° ° ° ° ALL LUMBER THAT COMES IN CONTACT WITH 0- v p �0 w/3" SQUARE WA5HER5 AND END NUT SETUP ° a 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR CONCRETE 5HALL BE A.G.Q. LUMBER. 2.ANCHOR NOTED HEREIN ARE NOT TO BE U5ED FOR FPQ a OR;REPLACED BY HOLD DOWNS FOR 5HEARWALL5 ONO NO OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 2"�`�� • 3. I -ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. J'p "�` 1/8"THREADED ROD EMBEDDED 3. 1 - ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MIN. "RETE N " IN 1 12 /2TO COCTO 12 MAX.FROM ENDS OR CORNERS U TO 12 "MAX.FROM ENDS OR CORNERS 't! � 4.GONG.BLOCK TO BE FILLED SOLID® ANGHOR BOLTS. 4.CONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. "ANY ROOF PITCH 1:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY SIDEGOR `401-011 NOTE! 26''4" 7 NOTE! I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND v NOTE! ALL EXTERIOR WALLS BEHIND TUBS PO5T5 ABOVE. Q 8'-6" 5'-211 �'-b" 13'-2" 5'-8" SHOWERS SHALL BE INSULATED DOUBLE ALL FLOOR JOISTS AND TRIMMER5 AROUND h- ATTIC ACCESS MUST BE BACKED 8 FIN15HED WITH GYP BD. BEFORE STAIR WELL OPENING. WITH R-10 RIGID INSULATION. INSTALLATION OF FIXTURES. 2. ALL 5TRUGTURAL GOL'5 THAT SUPPORT ANY HEADER5 .� L.V.L., CGIRDER5, ETG. SHALL BE 5UPPORTED DOWN TO FOUNDATION,FTG'S, AND OTHER STRUCTURAL W 40'-0" GIRDER5 OR HEADER5 A5 NEGE55ARY. 3. ALL PLYWOOD SHEATHING SHALL BE GONTIMOU5 m 10'-5" -II FROM 51LL PLATE TO TOP OF TOP PLATE, BEHIND ANY © ---------------------------- 5EGONDARY ROOF 5Y5TEM5, GARAGES, OR GOVERED 3'-S" I PORGH'S. (ETC) SEAT 2 2 x R ;' A 1 DOUBLE ROOF RAFTERS d 5I TRIMMERS AROUND SKY-CITES �j cI L 71 5A-7H � �' � �- � I � 5 w o MV• 2"x 6" DECKING H N iv I 5H0 R HEAD B SYM5OL LWENy/ '- HO N D I I ©+�• © 0 ��/ Irl Q 125 CFM Q 4 o (2) 2" x 8" HDR (2) 2" x V HD (2) 2" x l0" HDR ---_- I(2) " " DRI - - W ' q'_2• 2) 2" x " HD (2) 2" x 8" HD (2) 2" x 8" HDR Q _ OP, , L --, ZL Zi3,�„ 0 SAT NEW GONSTRUGTION uj In 11) REF U I I 10'-&”VAULT.CL ------- TO BE REMOVED 26-0-1 Q Ol 1 I,�I U- ------- I O �L ZkLm I 4 0 �d z N o u- EXIST'G STRUGTURE _j 1. wl 9,I tT X L_/�_T-' -' V.L. VAULT LINE g Q 13-0 � v I i� cr cv v -125 GFM �l"t I --- -� ------ -------------- 1 ------� ---- GO G T 0 �3 DROOM o p) 8 4 I 3'-b" i SAT 10'-5"VAULT. . M.V. DESIGNATES DETAIL VIEW LI! iL I N - � i I q'-o" GLC. HT DI ISI Ike BOOM -9x � I I C 0 ) 12 GF n p DESIGNATES SHEET NUMBER z q'-O" CLO. HT @ I �' I _ I +• = A ZD - ISO O M - X_ # x p to I O lO G Q ® q 10'-b'VAULT.GLG. x z Q I � � �_ � OI � N /� I �s.� � w DESIGNATES SECTION VIEW Dc. 0 HALL O �\ i N V �G' X.. .r z N 2 11 I i ® �' 0�G i \` i # DESIGNATES SHEET NUMBER _ ® 2 2 HD I I z' I I DOUBLE GEILING X0 I I �i Q I �� I J015T5 AROUND W ON I I iv vif.TTIG ATTIC ACCESS m_j -- -- „ I ON -- �� Q �GGES / I _ -- -- 5'-6" _ �•I TGHF_N ---- M.V.� `° _ q'-O" GLC. HT 1 p -- - 3'-D" N 7'-5" _ SEAL N I Q -------_2" x 12" RIDGE- 2"x 12" RIDGE _ Q © H LL 4" x 4" POST I m m - -------- __ __ ------G ---- ry ------7-5" ---� m RED N ----- DG Q 125 GFM 13'L -0 I -- -- © ��E ARC _ '�— M. -- -- �' Q 2 2" 10'_HD L \/ (2) 13/4" x 11 ?/8" LVL FLUSH HDR I 0 - -------- ---- - � - -- -- _ _ 2 1 3/4" x q 1/4" LVL FLUSH HDR „ __ _ 5'-1011 10'-8" 2'-4' Q -L------------- s CLOTHES DRYER VENTING NOTE 13-D = 18'-10" N m DRYER TO BE VENTED TO THE EXTERIOR �f zli -- -- cn M A 5 T E R -- -- 3 WALL OF DWELLING AND SHALL COMPLY - -- -- NOTE: -- -- WITH RMI502. 5 ' 2'-0° INSTALL FIBERGLA55 4j46 ; DOUBLE ALL FLOOR JOISTS -- 5�D R O O M F O� p -- UNDER PARTITIONS ABOVE. I ----- 3-0 PAN FOR WASHER t r N EW -- I DOUBLE ALL FLOOR J015T5 I &'-0" CLO. HT DRYER AND TRIMMERS AROUND v 20-GFM. /� L7 /� x ® _� v �� STAIR WELL OPENING. ~ o GL. DR. I v C7l'tl�l't� ~ p �I 13'-0" pI IT pZL iv 4" GONG SLAB m Q a! Q X ® I 4 ® tD) G O M I V I I� o�LIVINCS ROOM - 1� i �, ,L - � IDROOM •5/8" FIRE-RETARD tL 1� z 2-0GYPSUM BOARD q'-O" GLG. HT m� I= iv O L� p N ROOM ® � ® � 8'-O" GLG. HTILI CEILINGS 4 WALL5 �� ® � 8'-O" GLG. HT �A5 PER GODS 1 O U USE A MINIMUM OF R-30 INSULATION x xIN GEILING cv G x N (v cV v15'-2" TWO 8d NAILS THISXSIDE OF TRU55. <4" x 6" POST (V 10'-6" ;TOTAL 41NT0 TRU55.3/4" x II 7/8" LVL HDR (2) 1 3/4" x II 7/8" LVL HDR. (2) 2" x 8" HDR (2) 2" x 8" HDR (2) 2" x 8" HDR BUILDING LINE ABOVE (2) 2" x 10" HDR. �'� I ®'� W O'" I /V Q v � � i NOTE: i � _ 5 � .70 L7 G L1 0 o I I DOUBLE ALL FLOOR JOISTS 1 X N : 'z =moo I` t-7 x � `X ;fl - NOTE: I UNDER PARTITIONS ABOVE. I N V N s 2" X 6" DECKING N N v SMOKE DETECTOR d 1 DOUBLE ALL FLOOR JOISTS IwI A I I— ® � ® o ~ N v I CARBON MANOXIDE DETECTOR I AND TRIMMERS AROUND ROOD � LOY`► rj o TO BE HARDWIRED STAIR YELL OPENING. INTO PLATES = p x w N I INTERCONNECTED 8 -Sd NAILS d 0 INTO STUD ��5on Strong-Tie ( 2" X 10" HDR. (2) 2" X lo" HDR. (2) 2" X IO" HDR. (2) 2" X 10" HDR. N1 -- --------- — — - ---- -------- ------- ------- (2) 2" x 12" GONTINUOU5 HDR ------------- - FIR;A Fz�E' I E 1:)r=7A I L z Iia 311 INSTALL PREFAB WOOD BURNINGeq FIREPLACE AS PER MANUFACTURERS " Z NTS. (L N SPECIFICATIONS. `�'-0U MUST PROVIDE INSTALLATION 111Q ((� 3" MANUAL ON SITE FOR BUILDING INSPECTOR TO REVIEW 2 SECOND FLOOR PLAN -10„ 8=0 2-10„ 2-I 4=5 b-3„ 1 b 6-1 -7„ (�/ j,/ ILI 13'-6” 261-4” 5EGOND FLOOR = 1280 50.FT. 1/411= I'- O” /� 40'-0” v PORCH CONNECTION DETAILS z K E n A HEADER A5 � r � Q 5 14-1 COMMON NAILS NOTED ON PLANS NOTE } (SEAM) IL w Z IU z �" ALL LUMBER THAT GOME5 IN GONTAGT WITH 51MP50N JL N Ii to I I T FLOOR 12 AN STRAPPING® 16 �— IN 0X (Y 1 i� „ „ . '• 5IMPSON STRONG-TIE CONCRETE SHALL BE A.G.Q. LUMBER. BOLTS® Ib" X p 1 Yz� LAG 51MPSON 1212T FIR5T FLOOR 1114 5Q.FT. 1/411= I'- 0 12 5 14-16d COMMON NAILS AC4 ,I� I!j llj U EA.SIDE v GARAGE 337 SQ.FT. Q (POST) w C POSTING AS NOTED Z (�� ( i(fl z PORGH 184 50.FT. _ ON PLAN 51MP50N U210 H6R® 1611 TOTAL FIRST FLOOR = 1635 SOFT. � TEGo'S 2"xb"R.R.o Ib"O.G. 2'x6" R.R.o Ib" O.G. �I i •�•I �II u Q HOED3-I0d COMMON OWN GONEGTION --- 1/20 LAG.BQ OLT I SON nks. SECOND FLOOR ATTACHMENT o 24"O.G. 5 PPING o I6" 1 COMMON NAILS z 5IMP50N 212T (BEAM) } CD I OI-p TI ONS 2"xb"GJ.o I6"O.G. FILLER STRIP 6-Sd GOMMION EA. IDE • • O O 1� 2-2'x10" HEADER • I/2" LAG. BOLT ' • O - "51MP50N"GM5TGI6 "51MP50N" HDU (,Q�f, 0 24"O.G. DECORATIVE MOLDING - v 12" BEARING ON NAIL COMMON TEGO'S • • D! O 2-Ibd COMMON WAIL STUD NAILS® b"o.G. PORCH PORCH/R?�FTER/GIRDER • • - NAILS® b"O.G. FOR FULL LENGTH R.R./G.J. TO DWELLING PORCH COL. TO HDR. 14-I6d COMMON NAILS ' SIMPSON STRONG-TIE ( �I OF 5w ROOF CONNECTION CONNECTION DETAIL (POST) A06R w iI nts. Q z ILI 0l BLOCKING o 0R II 2" x b" FLOOR JTS o I6' O.G. � ENDWALL BLOCKING o II " „ ILI ENDS 2 xb DECKING DECORATIVE MOLDING v 2"x6"DEGKINcG 2-2" x 8" HEADER 4" x 4" P05T ANCHORED ON ~ O O Q I 2"x 6" FLOOR JT5 ® I6" O.G. vOL 10'� x 36"FTG.BELOW GRADE W !- � (� (S, 6-5d GOMMION AND 4"49" ABOVE GRADE p z — I/20 LAG.BOLT b-bd GOMMION SAIBmpson 1LI < t0 [L CILv UF-- Dl d ` ' ® 24" O.G. FILLER STRIP 2-I6d COMMON 3-IOd COMMON N '51MP50N"HDU a AB P05T BASE BY 51MP50N DWG NO NAILS o b"O.G. TEGO'S a FOR FULL LENGTH GRADE OF STUD 41 Qj /4'1 ANCHOR B O.G.(TWO aT 0STORY HOU5E) COL'S • U FLJ TO DWELLING PORCH TO HDR. PORCH DETAIL TO HDR. Q CONNECTOR P05T W/ FTG. CONNECTION SImoue& 5" THRU ROOF i: Y �4I IVJ®/®Y �4 5CDIJL ®®R ® I 575R I I�l� D7I L�� DRAIN WASTE VENT NOTE: 114° ABOVE ROOF GOMPRLIY WITH°ABLEAP30021 ED4RA�VENT 4 411 SYMBOL R. O. DIM. WINDOW MODEL STYLE PNMT. W LEAVE 1/Ib" - 3/Ib" GAP, v TABLE P3111.3 SIZE OF COMBINATION WASTE 4 EX15TINO ®e " " * WOOD I-J 15T NAIL TO SEREMANUFA TURIONS 0 PENT PIPE. Q-5 I/8 x 4-8 7/8 ANDERSEN 3046-3 D.H. I p STACK ®* 6'-3 3/8" x 4'-8 7/8" * ANDERSEN 3046-2 D.H. 4 DOUBLE HEADER BACKER BLOCK FROM EACH 2�t METAL JOIST INSTALLED TIGHT G 3'-2 I/8" x 4'-87/8" * ANDERSEN 3046 SIDE 2" 1 2" D.H 4 HANGER TO BOTTOM OF EQ w F ------r-----i--- I--- -1---T------r------T-------� D 3'-0 1/8" x 3'-O 7/8° TOP FLANGE ANDERSEN 210210 D.H I 11 1/2" 1 1/2"1 1311 I I 11 1/2" 3"1 1 1 1/4" 1 " tY I I I 1 1/4' I 1 1 1 1 1/2 2'-2 I/8" x 3'-0 7/8" ANDERSEN 20210 D.H. I FILLER BLOCK EQ• w WOOD I-JOIST • 2't -a I I I 1 �"� 2'-8" x 2'-0 5/8" ANDERSEN A-281 AWNING 2 C) I I I I I I j j G 28 1/2" x 38 1/2" ANDERSEN RV-2838 5KY-LITE I IGHT FIT • • p WASHING • SECOND FLOOR MACHINE WINDOWS MEET EGRESS REOUIRMENT5 (SEE CARPENTRY NOTES.) FILLER PANEL, WEB STIFFENER • > +r IF NEGE55ARY 0 2„ 2" 3 2.. 2" 3„ 2 THIS WINDOW MUST BE TEMPERED SAFETY GLASS WEB STIFFENER (EACH LEAVE 1/I6" - 3/16" GAP, I. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE 5PAGE FOR EMERGENCY I SIDE; MAY BE G2UIRED WOOD I-JOIST SEE MANUFACTURER'S (y I G.O. FOR JOIST STABILITY RECOMMENDATIONS ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. 8310 MIN OPENING OF 5.7 SQ. FEET Q 3, 1 HANGER GOMPATIBI I'Y, J 3" ( 5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO SILL 15 LESS THAN 44" OR LESS) W/ OR JOIST REACTION) W j MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED BEARING WALL BELOW BEARING WALL ABOVE 0 2" 1 2" DETAIL FOR TOOLS) BOTTOM OF OPENING ® 44" MAXIMUM A.F.F. DTJ I L u- ----- ----- ----- ---r T -----, 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES ,. 1 1, 1 „1 mm I-.101ST oa*=TION N.T.S. it I/2 1 3 111/4 1 1 11/4 I 1 1/4" 3 1 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. TO WOOD I-JOIST HM =TAIL OO 1 jA= STI DETAILS N.T.S. w I I 1 WOOD I-JOIST CL FIRST FLOOR I ®® �� # DUI� DOUBLE-HEADER � 2" X 6" SQUASH BLOGkS -1 °' 2 31, 211 1 11 2„ 2„ 511 c.O. SYMBOL DOOR SIZE DOOR TYPE AMT. BLOCK FILLER 1I 3068 SWING (EXTERIOR) I BACKER BLOCK INSTALLED v 3" I 3„ TIGHT TO BOTTOM OF 2b68 5WIN6 (INTERIOR) 5 TOP FLANGE. Cj j 2068 SWING (INTERIOR) g z I r------F.A.I. ____-F.A.I. 6068 SLIDER (EXTERIOR) I Q 1 G.O. I 08 SLIDER (INTERIOR) 2 GRAWL SPADE i G i 5 46 11/2 IfN I 6306& SWING (INTERIOR) 2 G.O. 1 J 7 8070 OVERHEAD GARAGE 1 WOOD STAIR Z I l------- CARRIAGE O 4" G.I. HOUSE TRAP IN METAL FRAMING ANCHOR N y IT w/ 5TL COVER AT EACH SIDE. 1 `1 S D I ASKS `M 4" c.1. DT I L 3/4 RIM J015T N.T.S CDX PLYHOOD EXT. 6RADE N5TALL W/ FADE GRAIN HORIZONTAL STAIR CAMIA= DETAIL N.T.S. SEAL WATER SUPPLY $ DISTRIBUTION NOTE: 1. IGFROMTHE EX15NT NG HATER5ERVIG .M HILL TAKEN ���J a N Kq 2.WATER DISTRIBUTION PIPING 4 FITTING SHALL �' Q� Q� COMPLY WITH R.G.O.N.Y.5.TABLE P2g04.5 WATER �� a DISTRIBUTION,FOR MATERIALS 4 TABLWOOD I-JO 1ST AS RIME P2g04.b PIPE FITTINGS,FOR MATERIALS. JOIST NAILED TO TOP PLATE BELOW W/ 8d NAILS 6" O.G. �� �� - '•$„�3 % • WEB STIFFENER EACH SIDE 9465 P� IF NECESSARY. F N EW • I-I/4" TIMBERSTRAND L5L 2" x 12" RIDGE OR TJ-STRAND RIM BOARD CONTINUOUSVENT WOOD RIDGE WOOD I-JOIST %;, DATA I L 21lx 4" GOLLAR TIE5® Ib" O.G. BEARING WALL BELOW CANT" =TAIL N.T.S. ul 2"x 10" ROOF RAFTERS® 16" O.G. 1/2" PLYWOOD SHEATHING DATA I L #15 FELT ASPHALT SHINGLES(A5 5ELEGTED BY OWNER) IQJM JOIST DeTAIL N.T.S. PROVIDE IGE 5HIELD PLACE JOISTS TOGETHER NAIL FM EA 2"x 8" GEILIN6 AND ROCH 51DE JOISTS® Ib" O.G. WITH 2 ROWS OF 10d NAILS ® 12" O,G, FILLER BLOGKItIG CLINCHED WHEN POSSIBLE. 12 FULL LENGTH OF J015TSTAGGER ROWS FROM OPPOSITE v 2- 2"x 4" TOP PLATE Q b • • SIDES BY 6". 12" O.H. . • 3" GONTINUOU5 SOFFIT VENT -- �� • 2"x 4" STUDS® Ib"O.G. DOUBLE LAYER OF I/2 PLYWOOD SHEATHING r-- R-Iq IN50LATION OI VAPOR BARRIER RUN PERPENDIGULAR n�& DATA I L m tU 3/5" 5HELTER WRAP E.P.5.BOARD DOUBLE LAYER OF W/ I/2 6YP BD O 1 V I- I (V VINYL SIDING(A5 SELECTED BY OWNERW/) R-Iq INSULATION R-30 INSULATION 2 X 8 NAILVOtJ= JOIST CONSTRUCTION N. ER T.S. O It � j!J R-13 IN5ULATION W/ RUN PERPENDIGU R 1/2"GYPSUM BOARD. I/2"6YP5UM BOARD. I..I/1/2" 6YP BD 2" x 8" NAILER 2"x b" ROOF RAFTERS 0 Ib" O.G. 2"x b" ROOF RAFTERS® Ibm BEDROOM GL BEDROOM 1/2' PLYWOOD SHEATHING u#15 FELT" O.G. 8'GLG HT 10'-b"VAULTED GL6 I/2" PLYWOOD SHEATHING #15 FELT A5PHALT 5HIN6LE5(A5 5ELEGTED BY OWNER) to ASPHALT SHINGLES(AS SELECTED BY OWNED 12 IGE SHIELD >12 O PROVIDE IGE 5HIELEj 12 R-13 INSULATION W/ b 2" X b" GEILIN6 J015T5 ® Ib"O.G. O 3/4" SUB FLOOR GLUED AND NAILED I U U I 1/2" 6YP5UM BOARD. 12" O.H. 3" GONTINUOU5 SOFFIT VENT (2) 13/4" x II 7/8" LVL FLU5H HDR o (2) 2" x 10" HDR R-13 INSULATION W/ } 2 } 13/4"XII 7/8' TJI FLOOR J015T ® Ib"O.G. I/2' GYPSUM BOARD. IL tU Z U-11Z 2" x b"GEILIN6 JOISTS ® Ib" O.G. j- W 2" x b" NAILER W/LAG BOLTS � O TURN DOWN POST LIVING ROOM KITCHEN 2" x 8" NAILER w/LA6 BOLTS r_ 2" x b"DECKING I ORG q'GLG HT q'GL6 HT 2" x b' DEGKING O U 1N z 36" RAILING O to Z (2) 2" x 8" HDR 12-,136IY�M INSULATION 2" x b" FLOOR JOISTS Ib" O.G. �• J tu 4"x 4" P05T ANCHORED ON 3/4" 50B FLOOR GLUED AND NAILED 12'(P 50NO TUBE BELOW 6RADE K 111 AND 4"-b' ABOVE GRADE (2) 2"x 5" HDR - Q z0 O LATTICE WORK. �• C RADE 1 1 R-30 INSULATION 8• Z J O 13/4 XII 7/8 TJI FLOOR JOISTS® Ib O.G. I I 1 - O O u Li 2" x b" FLOOR JOISTS® Ib' O.G. : , Z CELLAR Luj- — = 2" x 5" NAILER W/LA6 BOLTS gl-0" Q 3 I/2" 5TL.COLUMN �j. ,^ 4'x 4' P05T ANCHORED ON 00OL vI i 10"0 SONO TUBE BELOW GRADE Q w W I- J = SILL SEALER AND 4"-b"ABOVE GRADE `3`0 p ~ � Z TERMITE 5HIELD ANCHOR BOLTS f Q 2- 2"x b" GGA 51LL 1 I I I I I I I I I I to O ks) DAMP PROOFING �_-_-- I _ I I _ I I _ I I j O v In Li W POURED CONCRETE FOUNDATION WALL. " ' I I O -O il it I OL 24x 24x 12"GONG.FT6 O IY w -1 ll-I d (y Ib"x 8" GONG FTG W/4" x 2" KE T NOTE D6-16 NO 10N \x/, I ALL LUMBER THAT COMES IN CONTACT WITH / CONCRETE SHALL BE A.G.Q. LUMBER. . AMID LAM (twical) NOT TO 5GALE 4 Q SPLICIN6 OF TOP PLATE w 6 N RAL MOTES CLIMATIC AND 6E06RAPHIC DE516N CRITERIA GENERAL FASTENING SCHEDULE REFER TO TABLE R301.20)OF THE RESIDENTIAL CODE OF NEW YORK STATE RE51DENTIAL CODE OF NEW YORK STATE �fTOP PLATE SPLICE LENGTH OP PLATE SPLICE REQUIERMENT OP PLATE SPLICE REQUIERMENT RAO GENEL: WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR I FOR WIND -EXPOSURES 54C,- FOR WIND-EXPOSURES BdG - GROUND UNDERLAYMENT FREEZING 83012.1.1 DE516N CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BA510 ALL OTHER GASES ONE STORY SLAB ON GRADE I. NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING SNOW LOAD . CATEGORY ° FR05T LINE DE516N TEMP HAZARD et SPEED (I") WEATHERING TERMITE DECAY REQUIRED INDEX WIND SPEEDS FROM FIGURE 83012(4)EQUAL OR EXCEED 110 MILES PER HOUR DEPARTMENT. DEPTH* 2. ALL WORK SHALL CONFORM TO N.Y.5., AND LOCAL BLD. CODES 45 PyF 110 mph G SEVERE 3 FEST II° YES NA. Sqa (171.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE MODERATE SLIGHT TO DIMENSION(ftJ LENGTH 0t) DIMENSION(ft) LENGTH(ft.) W TO HEAVY MODERATE 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE I.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST 12'-0" 2'-0" 12'-0" 3'-0" DURING THE GOURSE OF CONSTRUCTION THAT 0I5A6REE5 WITH THAT INDICATED AND PAPER A550CIATION(AFIPA)-WOOD FRAME CONSTRUCTION �TABLE 8301.6 ID �_ � ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFGM); I6-0 3 0 Ib-0�� 4-0" w THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE ANDMINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 20'-0" 4'-0" 20'-0" 5'-0' CONTINUE TO WORK HE WILL THEN A55UME ALL RESPONSIBILITY AND LIABILITY ALLOWABLE STRUCTURAL MEMBER ARISING THEREFROM. [REFER TO TABLE R301.4 OF THE RESIDENTIAL GORE OF NEW YORK STATE] DEFLECTION 241-0" 4'-0" 24'1 b'-0" 4. NO DEVIATIONS OR CHANCES TO ANY PART OF THESE PLANS SHALL BE MADE UNLE55USE RAFTERS HAVING SLOPES GREATER THAN L/180FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. LIVE LOAD DEAD LOAD WITH NO FIN15HED CEILING ATTACHED TO 5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. f RAFTS 2&'-0" 5'-0' 2&'-0" -0 EXTERIOR BALCONIES 60 psf 10 ps DECKS 4o psf 10 psf INTERIOR WALLS AND PARITION5 H/15032'-0" b'-0" 51-0111 32'-0" UJ I 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE 5UBJEGT FLOORS AND PLASTERED GEILINC75 U360I TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARA6E5 50 psf AS PER PLAN I TABULATED SPLICE LEN6TH5 A55UME TOP PLATE-TO-TOP PLATE 36-0" 7-O" 36-0 C1-0 ALL OTHER STRUCTURAL MEMBERS U240 AND A5 DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf IO psf g8, CONNECTIONS USING 2-I6d NAILS PER FOOT,FOR SHORTER SPLICE 01-0" 8'-0' 40'-0" II'-0" LL EXTERIOR WALLS WITH PLASTER OR 9E LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO tV ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf W360 PROVIDE AN EQUIVALENT NUMBER OF NAILS 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, 51UGG0 FINISH CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH 50'-O" 10'-0" 50'-0" 13'-0" Uj SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES ®INTERIOR ZONE 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN 0 U24o v p p {e 0 EXP05UER B 60'-0" 12'1 60'-0" 16'-0" 8. THIS SET OF PLANS 15 THE PROPERTY OF TEHN DESIGN GROUP LLG.. AND IS40 sf to sf EXTERIOR WALLS--WIND LOADS a WITH FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THI5 PROJECT IS NOT STAIRS P P LA20 ®PERIMETER ZONE 3 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 70'-0" 14'-0" l0'-0" I'1'-0" GON5TRUGTED).THE PLANS 5HALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psf 10 psf FLEXIBLE FINISHES HEIGHTS FOR OTHER WALL HEIGHTS,H THE TABULATED UNIT 3 WITHOUT WRITTEN PERM155ION OR COMPENSATION OF TEHN DESIGN CROUP LLC. R.A. ROOF LOADING(LIVE = GROUND SNOW LOAD 12 Ps NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. NOTE: - GABLE WALL LATERAL LOADS SHALL BE MULTIPLIED BY W 80 S '-0" 16'-0" So'-0" 22'-0" < g. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf ATTIG I.FOR GABLE ROOFS 10°'TO 45° PITCHES (EDGE ZONE) 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 15 RESPONSIBLE FOR DE516N INTENT ONLY. 6ATH RESIDENTIAL CODE OF NEW YORK 5TATE) 15 psf FOR a.THE WIND LOAD SHALL 13E PERMITTED TO BE TAKEN AS 0.1 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE TIMES THE COMPONENT AND CLADDING LOADS FOR ll-IE PURPOSE 2.SEE FASTENING SCHEDULE A FOR NAILING � OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA. ZONE BE REMEDIED AT ONCE RE6ARDLE55 OF ANY PREVIOUS IN5PEGTION5. z 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF ALL STANDARD AND SPECIALTY 5Y5TEM5 /MATERIALS USED WITHIN THIS STRAPPING SCHEDULE A 0 v THIS PROJECT WITH THE M05T STRINGENT REGOMMENDATION5 /REQUIREMENTS NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS TO BE FOLLOWED. (SEE SECTION FOR STRAPPING AND REQUIREMENTS. NA I L I N6 AND STRAPP I N6 ALL 5TRAPPI N6 TO BE 114 x I6 GAUGE 5TL 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE: REQUIREMENTS OF THE PROPOSED SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING IS A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE "51MP50N" EQUIVALENT - G516Z (COILED 5TRAP) L z �N GON5TRUGTION. HOWEVER FIELD CONDITIONS MAY AR15E DURING CONSTRUCTION 12" MIN. BEARIN6 L/3 � I-� Lr3 THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ROOF 4 CEILIN6 FRAMING I I 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. RAFTER To TGP PLATE(ToE-NAIU SEE DETAIL PER RAFTER I I W 14. WALL AND GEILIN6 FINISHES SHALL BE IN ACCORDANCE WITH SECTION 8701 AND IN5ULATION I GEILIN6 J015T TO TOP PLATE(TOE-NAIL) SEE DETAIL PER JOIST AT RAFTER TO RIDGE CONNECTION @ EACH SHALL BE IN AGGGORDANGE WITH SECTION R316. I NO NOTCHES - 15. J015T TO PARALLEL RAFTER(FACE-NAIL) SEE DETAIL EACH LAP 0/6 MAX. (-PERmIrmp D 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION 8702 AND FOR STRAP- t5d COMMON NAILS® EA.END OF STRAP EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R103 GEILIN6 J015T LAPS OVER PARTITIONS(FACE-NAI 2-I6d COMMON EACH LAP FOR NOTED COUAR/61-6 TIE- 2 IOd COMMON NAILS® EA. I I SEAL I6. THI5 PROJECT GOMPLIE5 W/THE 2010 RESIDENTIAL CODE OF N.Y.5. AND COLLAR TIE TO RAFTER(FADE-NAIL) SEE DETAIL PER TIE I I D/6 MAX MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, \��EFtED qRc PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END 12 ��j ���N.K. TF ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 RIM BOARD To RAFTER(END-NAIL) 2-111 COMMON EACH END --� - I SIMPSON STRONGTIE FLOOR J015T-CENTER WALL FRAMING ALTERNATE H7 AT RAFTER TO TOP PLATE TO STUD CONNECTION. 0 Ib"O.G. CARPENTRY: COLLAR TIE 0/4 MAX w p I. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLE55 OTHERWISE NOTED (U.O.N.) TOP PLATE TO TOP PLAT(FAGS-NAIL) 2-Ibd COMMON PER FOOT - FOR STRAP- 2 8 d COMMON NAILS® EA.END OF STRAP 0000 TOP PLATES AT INTERSECTIONS(FACE-NAIL) 4-16d COMMON JOIST-EA.SIDE FOR TOENAILIN6- $ d COMMON NAILS FOR G.J.TO R.R.- I1 1�d COMMON NAILS(FOR 5 PITCH) D O 2. ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N) " '9 65 STUD TO STUD(PAGE-NAIL) 2-Ibd COMMON 24 O.G. ALTERNATE 4 Ib d COMMON NAILS(FOR 8 PITCH) NEW`l 3. 51LL5 TO BE FLASHED (TERMITE SHIELD) W/SILL SEAL. SILL TO BE A.G.Q. WOOD HEADER TO HEADER(FACE-NAIL) Ibd COMMON I6"O.G ALONG EDGES CEILING TIE FOR CL OF EA.PLATE TO PLATFORM ABOVE- j J�d COMMON NAILS® Ib'O.G. 2- 2" x 6" U.O.N. TOP OF BOTTOM PLATE TO STUD(END-NAIL) 2-Ibd COMMON PER STUD 0/3 MAX. 4. ALL J015T5 HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOI5T,BAND JOIST, 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N) END JOIST,OR BLOCKING(FAGE-NAIL) 2-Ibd COMMON PER FOOT 4) 6. DOUBLE J015T5 UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS. (U.O.N.) FLOOR FRAMING AT STUD To FLOOR ASSEMBLY TO STUD CONNECTION a 16"o.C. .1 J015T TO SILL TOP PLATE OR GIRDER(TOE-NAIL) 4-Sd COMMON PER J015T (ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): MAX.D FROM 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4 BEARING. 5UPPORT FLOOR JOIST-END GUT5 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ BRIDGING TO J015T(TOE-NAIL) 2-8d COMMON EACH END FOR STRAP- a d COMMON NAILS 0 EA.END OF STRAP MODELS NUMBERS ON PLANS. BLOCKING To Jo15T(TOE-NAIL) 2-Sd COMMON EACH END FOR CL OF EA.PLATE TO PLATFORM ABOVE d ® OF EA.PLATE TO ,1,)n1 q. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENGY BLOGKIN5 TO SILL OR TOP PLATE(TOE-NAIL) 3-I6d COMMON EACH BLOCK ALTERNATE PLATFORM BELOW- 1 L d COMMON NILS o 16" O.G. V ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. R310 MIN OPENING OF 5.7 50. FEET LEADGER STRIP TO BEAM(FACE-NAIL) 3-16d COMMON EACH J0I5T CONFIGURATION D (5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO SILL 15 1 F55 THAN 44" OR LE55) W/ JOIST TO LEADGER TO BEAM(TOE-NAIL) 3-Sd COMMON PER J015T P/5 MAX. MINIMUM NET HEIGHT 24' AND MINIMUM NET WIDTH OF 20" (OPERATION W/O NEED BAND JOIST TO JOIST(END-NAIL) 3-Ibd COMMON PER JOIST FOR TOOLS) BOTTOM OF OPENING ® 44 MAXIMUM A.F.F. AT STUD To FLOOR ASSEMBLY TO SILL PLA155)CONNECTION ® I6"O.G. V 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACG,0RDANGE WITH SECTION 8613. BAND JOIST TO 51LLL OR TOP PLATE(TOE-NAIL) 2-Ibd COMMON PER FOOT ALL GLAZING SHALL COMPLY WITH SECTION 8308,5. ROOF SHEATHING FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP Q FOR CL OF EA.PLATE TO PLATFORM BELOW- RAFTER CEILING JOISTS � 11. STAIRWAYS SHALL BE DE516NED IN AGGORDANGE WITH 5EGTION5 8311.5 TO 8311.5.7 STRUCTURAL PANELS: (SEE 6RAPHIGABOVE) g I Ib d COMMON NAILS® I6" O.G. 12. M015TURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER 51DE OF THE INTERIOR zaSd COMMON 12'o PERIMETER ZOO NE ad COMMON 6110.0. ° V INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPR151NG GABLE WALL EDGE ZONE Sd COMMON ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. GEILIN6 SHEATHING '51MP5ON'LTP4 l)/3 MAX. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN AGGORDANGE WITH SECTION Rg05.2. a (OR EQUAL) GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD ELEGTRIGAL: WALL 5HEATHIN6 +t d I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE STRUCTURAL PANELS Sd COMMON b" EDGE/12" FIELD 2 IN.MIN.FROM TOP RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLBOARD 5d COOLERS T'EDGE/lo"FIELD Tree,& swanz AND BOTTOM OF J015T T_ m �� 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION PIPE OR CONDUIT OF WORK. FLOOR 5HEATHIN6 (SUBFLOOR) D(ACTUAL DEPTH) fy_ N 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 33-42 STRUCTURAL PANELS IN OR LE55 8d COMMON 6" EDGE/12"FIELD AND LOCAL BUILDING DEPARTMENT. " " GUTTING DRILLING AND NOTCHING DETAIL GREATER THAN I lOd COMMON b EDGE/b FIELD --� 4. SMOKE DETECTION A5 PER N.Y.5. CODE SECTION 8313. �E I-MAX WALL DIGHT FOR 1IOA20 MPH ZONE,EXPO5 3RE 131 5PAGIN6® 16"O.G. 1514 OF JOISTS Q m ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. FEET: SEE PLAN FOR ADDITIONAL SPECIFICATION IF APPLIGABLE 111 0 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION RM1502 b. THE EXISTING ELECTRICAL SYSTEM SHALL BE GA&PABLE OF HANDLING THE IMP05ED LOADS OF PROP05ED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. NAILING 4 STRAPPING ® EXTERIOR WINDOW/DOOR HEADER FOUNDATIONS. GONGRETE AND MA50NARY: v TABLE 8301.2.1.2 I. ALL FOOTINGS TO BEAR UPON FIRM, VIRGIN,u015TURBED SOIL. WIND-BORNE DEBRIS PROTECTION FA5TENING 5GHEDULE Z 2. 501L ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (I)TON /50. FOOT. FOR WOOD STRUCTURAL PANELS aped O } - 3. FOOTINC75 TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINGS ® 1:2 RATIO (I' RISE MAX) 'NOTE ISL 0 ALL STAIRS HANDRAILS 4 All Z 111 FASTENER 5PAGING F-ASTENIN6 SCHEDULE B �- 4. WALLS TO BE POURED CONCRETE OF 51ZE AND REINFORCEMENT SHOWN ON RAILINGS SHALL COMPLY !- FASTENER 4 foot b foot 1- PLANS. (U.O.N.) �.�P Panel span <panel span <panel span ROUGH OPENING fTLAMING REQUIEREMENTS FOR WINDOW OPENINGS Wul/ RGNY5 SEG. R-311 TOP PLATES >: O 7 i 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF < 4 foot <b foot <8 foot A [(IN ACCORDANCE WIT14 Wool)FRAME z N z FRAMING OR PROPER BRACING IS IN PLACE. GAN5TRUGTION MANUAL 2001 EDITIONIO11 li, uj Q 6. FOOTINGS TO BE OF POURED CONCRETE OF 51ZE SHOWN ON PLANS. 11 11NOTATION Z 4f3N Z Wood ScreW5 16 12 D ROU6H A B G D E F BORED HOLE MAX' - N N J 7. ALL OPENIN65 FOR 65 FLUES, UTILITIES, ETG. TO BE FILLED 50LID WITH CONCRETE. DIA.40 PERCENT -A OP ' ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE ® OF STUD DEPTH J 51DE5 AND ENDS. U.O.N. 2Y211 #15 �� �� 1211 B E 2'-0" 2 1-2"X 4" 1 1 1 1 11..1 S. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH 0 28 DAYS OF Wood 5creW5 I6 16 _G v 3,000 P.5.1. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 4'-0" 4 1-2"x 4" 2 2 2 2 z 1- 3,500 P.5.1. GARAGE SLAB/ EXPOSED SLAB ON GRADE /POURED STEPS. 4 5/8"MIN.TO EDGE Q v 0 M a.This table is based on 110 mph wind speeds and a 33 foot mean roof height. 61 6 -0" 3 3 3 3 }- --1 � Oj Cl. CONCRETE 5LAB5 TO REST UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH b.Fasteners shall be installed at opposite ends of the wood structural panel. F - ' -A 2-2'X 4° a�z v HARDWOOD OR STEEL HANDRAIL ° 5/8"MIN.TO EDGE Z Ln MINIMUM EMIL. POLY. V.B. (® OGGUPIED SPACE) AND WITH REQUIRED INSULATION. c.Nails shall be IOd common or 12d box nabs. , - _ d.Where screws are attached to masonryor masonry/stucco,stucco,the shall be 8-0 8 -az 3 3 3 3 � W/ 1 1/2" MIN. FINGER DLR. AND NOT NOTCH MUST NOT O 9 1-2'X 6 O (]_ 10. ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. attached utilize vibration-resistant anchors have a minimum ultimate O TO PROJECT MORE THAN 4.5" - n9 n9 EXCEED 25SK OF � 0 - withdrawal capacity of 490 pounds. 10'-0" 10 2-2"X b" 4 4 4 4 O 1- - II. BRICK VENEER TO BE ANCHORED W/(I) WALL TIE EVERY 32" O.G. VERTICALLY AND P ty p Q � FROM THE WALL. STUD DEPTH (� EVERY 18" O.G. HORIZONTALLY W/ FLASHED JOINT® BRICK LEDGE OR RELIEVING ANGLE 121-0" 12 2-2"x b" 5 4 5 4 w O W/WEEP HOLES ® 4-O O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. CHAPTER 3 BUILDIN5 PLANNING ,. w `� BORED HOLES SHALL NOT 13E IF HOLE 15 BETWEEN 40%AND 60% O - 12. APPLY (1) GOAT OF ASPHALTIC BASED DAMPROOFIN6 TO EXTERIOR OF FOUNDATION 5EGTION 8301 DE516N CRITERIA °` _ LOCATED IN THE SAME GRO55 OF STUD DEPTH,THEN STUD MUST BE W I I SECTION OF GUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO FROM FOOTING TO 2" ABOVE FINISHED GRADE, UNLE55 WET 51TE CONDITIONS EXCEED WOOD 5TRIJCTURAL PALLS WITH A MINIMUM THIGKNE55 OF 3(6"AND A MAXIMUM SPAN STUD 5EGGE551VE STUDS ARE DOUBLED ks) < JACK5 d KIN66 AND 50 BORED GODE LIMITS. OF 6 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDIN65. WRAPPED UNDIER D z (O 06�v - Q 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION RI001. PANELS SHALL BE PRECUT TO DOVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE SILL PLATE a° WOOD STRINGER, 1L1 O o) PROVIDED.ATTACHMENTS SHALL 13E PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL M TREADS, d RISERS v 11.1 PLUMBING, MEGHANIGAL, FUEL G65, AIG: BE DE516NED TO RE515T THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE F- NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. O Q WITH THE PROVISIONS OF THE BUILDING CODE NEW YORK 5TATE. NOTATIONF : I. PLUMBING TO COMPLY WITH S.G D.H.S. AND THE BUILDING DEPARTMENT. A-NUMBER OF 8d NAILS 0 EA.END OF 5TRAPPIN65(TABLE 33,P. 151) 3 (TABLE 6A PAGE 316) DRILLING AND NOTCHING z DETAIL 7 O z Z �0 2. 51TE SANITARY SYSTEMS ARE TO COMPLY WITH S.G.D.H.S. REQUIREMENTS. B-NUMBER OF SILL 5TL05-ON FLAT(DOES NOT APPLY TO DOORS) (TABLES 3.238,P.193) 11/4" N051 N6 -A ll (y 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL TABLE 830122.2.1 G-NUMBER OF FULL HE16HT KING STUDS a EA.SIDE OF HEADER(TPIBLE5 3.230,P.193) OF STUDS v o SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), DEAD LORD D-NUMBER OF I6d NAILS.END-NAILED THROUGH ADJACENT KING 57UD TO END OF HEADER �'� MINIMUM WIDTH OF STAIRS TO BE 3'-0" AND FUEL GAS CODE (CHAPTER 24) OF NEW YORK STATE. o EA.51M(TABLE 3.1,P.151) d (TABLE 6A PAGE 316) DWC NC 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THIGKNE-55 ROOF/GEILIN6 ROOF/GEILIN6 E-NUMBER OF JACK STUDS o EA END OF HEADBZ5(TABLES 322F,P.19U A55UME DBL.HDR. STAIR DETAIL 5V CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. AD F-NUMBER OF Ibd NAILS END-NAILED THROUGH ADJACENT JACK 57UD5 TO END OF 51LL(5) 5. THE EX. HEATING/A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF HALL SUPPORTING 15 P5F OR LESS 25 PI ®EA.51DE(bOE5 NOT APPLY TO DOORS)(TABLES 3B,P.151A i(TABLE 6A PAGE 316) PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. ROOF ONLY 1.0 1.2 N.T.5. Q ROOF PLU5 ONE STORY 1.0 1.2 NOTE: NOTE NOTE 1�10TE NOTE NOTE TO THE BEST OF MY KNOW EDGE,BELIEF AND ICE SHIELD TO EXTEND FROM ALL LUMBER THAT COMES IN CONTACT WITH EXTEND CHIMNEY NOTE: PROFE5�'ZONAL. JUDGEMENT,THESE PLANS AND/ THE PROP05L=D [)WELLING HAS BEEN ROOF EDGE TO A MIN. OF 24" THE HEATING,DHW AND AIR GONDITONING HEIGHT AS NOTED ON PLANS OR.�PEC;IFIGArIONS ARE IN GOr1PLIANGE WITH DESIGNED TO BE IN CONFORMANCE WITH THE SYSTEMS MUST MEET OR EXCEED THE CONCRETE SHALL BE A.G.Q. LUMBER. THI5 PROJECT SHALL COMPLY WITH THE THE 2010 ENERGY CONSERVATION GON5TRU6TION CODE. 2010 RESIDENTIAL CODE OF NEW YORK. INSIDE OF EXTERIOR WALL LINE 5PEGIFIGATION5 GALLED OUT ON THE ENERGY MECHANICAL GODS OF NY. STATE, STAR COMPLIANCE CERTIFICATE. GHAPTER5 12 THROUGH 24.THE PLUMBING CODE OF NY. STATE, CHAPTERS 25 THROUGH 32. THE ELECTRICAL CODE OF NY. 5TATE, GHAPTER5 33 THROUGH 42. ROOF OVER ROOF _ 2" x V' RIDGEv 4 GoNTINUOU5 RIDGE VENT CONTINUOUS RIDGE VENT ---RIDGE HEIGHT___ • CONTINUOUS RIDGE VENT 2"x t3" ROC)F RP,FTER:i m Ib' O.G. - — --- --- --- - 1/2" PLYNOOD SHEATHING — - — — - #15 FELT ASPHALT ASPHALT -- PROVIDE ICE SHIELD SHINGLES \ 12 — / SHINGLES A5PH/ALT St INGLE:5(A5 SELECTED BY OWNER) �\ 112 - ICE: SHIELD --- ------ \=8---- ------------ -- -------------- ----------------------------------------------- ------------------------------- -_ GLG_HT GLC. HT a I " WINHT- - " ----- WIN I-IT ROOF OVER ROOF: CONTINUOUS RIDGE VENT -.� EEE -• �- _ -------------- 2"x ;5" ROOF R/�FTERS® 16' O.G. i/2" PLYWOOD SHEATHING- ASPHALT ICE SHIELD m #15 FELT ------- .® 6------- -- SHIELD_-_-- _ ASPHALT-- ------------------ --- FLOOR SHINGLES --- FIN FLOOR N i 5HIN6LE5 - PROVIDE ICE SHIELD � -- ----GL-�_�L-- � U) BY OWNE ----WIN HT_ — ---- WIN HT .ASPHALT 514IN6LE5(A5 5ELEGTED R) _ 15 - CEDAR IMPRE5510r I _ SEAL L- ji.] LLU d [i d du�-�-j 4- 4 \ Q �FZEO ARC 36" RAILING \ (�� JAM 'Ly n� -- a C IEl VINYL SIDING s --____-_ Fld FISOOF ELEV. 0.0- FIN�LOOR® ECFV. 13 �? d2g4�� CQ� BILGO DOO LATTICE WORK. LATTICE WORK. LATTICE: WORk. � _ AVS. Q BILGO DOOR I I I I I i I I I I i I I I I i I I I I I I � I I I I I I 4 I 1 I I I I i I 1 I tt' I I _____ _ I I i m I _____ i r1- - ---------�1----------------------------- y I -----------� r------------1 1------------� r--------- ---I I•T- ---TL---------------------------- tu ------- ------ -------- ------------- 8" X 16" FTG. ------------ --i------ X 16" FTf_-- L r---�U --------- - 1 ----------J L----- -�--- -=—•---------------i--1---- --------i--I -----------i — 1-----------i--i------------�--l1 ----� i----- ----------------- ---- ----- ------------ - x 4"P05T ANG Iv`RE 0 ON NOTE NOTE JA K ELEVATION LS /J�TI ON 10 D SONO TUBE E 6R �GRADE FRONT ELEVATION ICE SHIELD TO EXTEND FROM J"� •�•y'j"� V AND 4"-6"ABOVE GRt,DE --------- ALL LUMBER THAT COMES IN CONTACT WITH ROOF EDGE TO A MIN. OF 24" 1(..4 F1/4"=—v_ 0- CONCRETE SHALL E3E A.G.u'2. LUMBER. INSIDE OF EXTERIOR WALL _LINE I/4"= I'- O" .�._._ ul �c.S `i•,r E�«t,.�' Dr'�TE: � B.P.; �_`� BY-3 NOTIFYBUILoI �. r c DE� rMriT AT 785-1802 ,,P'.'k' TO 4 PPF FOR THE � CONTINUOUS RIDGE: VENT FO!-L.0'J'd!'NC. INSPECTIO,.`�S: < CONTINUOUS RIDGE VENT I. FO!JNDAT!ON - TWO R" QUI -D ¢ 11000 FOR PO'-.'RED CONCRETE -- 12 6 b 12 F � y 2RO ILAH N - RAMll(3, & PLUMBING , m . (`A5PHALT CONTINUOUS RIDGE VENT �Ge` O� I V HINGLES - -- r� P R1,1CTION MUST N 0 �-- -,� �� �,O �ti�• BE COM''LETE FOR C-0. p �# !`��a r`;��� ���� Q�� ALL CONSTRU;TION Ci-d,",LL MEET THE v IG_E !-:)HIELD _ICE SHIELD G`a N,:�` �� PgQ REQU'RTaM''_NTS Or THE CODES OF NEIN - !+ � YORK STATE. NOT RESPONSIBLE FOR (� DESIGN 309 CO d,al RUCTION ERRORS. GLC. HTtu i�� -0 -- WIN FIT ------ - - 0 �r „r I ._o.. CuL, t 1 1-1 f-,4-__ CODES OF NEIN YOI=;4t STf',_F E & TOWN CODES O AS REQUIRE AND CONDITIONS OF �iINYL SIDING VINYL SIDING SOUTHIOLD TOVdPy ZEA `'� Z � in JIL ._�. ,�..—. Tr,��,`JTRIi)'E: } } ul CONTINUOUS RIDGE VENT I12 CONTINUOUS RIDGE VENT Q Z Z 11.2 FIN FLOOR _ --1 2—` -- Z � ____-_--- rJ� _ICE SHIELD arJ Q Z --- GLG�HT----- [� � itl >�j lU VINYL SIDING PLUMBER CERTIFICATIONr -o" o ON LEAD COINTEN7'BEFORE _ Q �_O. VINYL 51DIN6 * - CERTIFICATE OF OCCUPANCY n J - SOLDER USED IN WA TER J sU©PLYsYSTEI.x cANMOr OCCEED2/100;=1VjLEl.D.El A -- -- 36" RAILING — -( p �I 36" RAILING ' —1 OCCUPANT p O — USE IS M��LAW�I.��. �� I=1 FLOOR 0 ELE\/. 13 -- WITHOUT GERTI CAI o C < ---FLASHING_-- OF OCCUI A ul - 11,- (n v )<:� tu LATTICE= WOR x x X �® to � � 111 AVG cSRADE ® 8.4 l � M BILGO DOOR 0 p O v Q I I v (L I I I I I I I I I I I I I O z O z I I I I I I I I I I I I r------------T � r1 1 1 ri l?REREQUi E Qwr,.r5.L?• ;"•r L — — I -------- --------------------------------------------- ---_--------------- L---------- r,5-r ------------------------------------------------------------- j CZ 4"x 4" P05T ANCHORED ON Backfill,0-C i"iCiVilA++ LES Ill"- ,,� t IO"�SONO TUBE BELOW GRADE IL "' '° tmtat the drainage has been inSWIlcd to COd"• D G NO R%I6HT 51DI� ELEVATION AND 4"-6" ABOVE GRADE ,,, FT SIDE ELE1lATl A>`l I i S� ISI, L Z !SEND AOTE! 1. DOUBLE ALL FLOOR J015T5 UNDER PARTITIONS AND 75 NOTE! P05T-5 A&)\/E. NEVE GONSTRUGTION DOUBLE ALL FLOOR JOI'3T5 AND TRIMMERS AROUND I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND �5TAIP. HEI_.L OPENING. Pours ABOVs. T(--) E3= REM01VEL> 2 ALL 5TRUGTURAL GOL'S THAT 5UPPORT ANY HEADERS DOUBLE ALL FLOUR JOISTS, AND TRIMMERS AROUND 40,-0" STAIR HELL OPENING. L.V.L., GIP.DER5, ETG. SHALL BE SUPPORTED DOWN TO EXIST 'G STRUCTURE FOUNDATION, FTG'5, AND OTHER 5TRUGTURAL 2. ALL STRUGTURAL COL'S THAT SUPPORT ANY HEADERS 26'-4" GIRDERS OR HEADERS A5 NECESSARY. FOUNDATION, 61RDER5, ETC. SHALL BE SUPPORTED DOWN TO 3'-0" 7'-8" 3'-0" 3'-0" q'-p" NE W C%ONGRETE FOUNDATION, FTG'5, AND OTHER. STRUGTURAL 14'-4" 3. ALL PLYWOOD 5HEATHIN6SHALL BE GONTINUOU5 OIRDER5 OR HEADERS AS NECESSARY. DESIGNATES DETAIL VIEI�I FROM 51LL PLATE TO TOP OF TOP PLATE BEHIND ANY 8"x Ib"VENT HOLD SECONDARY ROOF SYSTEMS, GARAGES, 6R COVERED r1lir /� PORCH'S. (ETC) -------------- ,// DI=SIGNATES SHEIET NUMBER $' 4"x 4°P05T ANCHORED ON "a: I 10"iP 50NO TUBE BELOW GRADE X- # = -------------- -- --I AND 4"-b"ABOVE GRADE DC--SI< �NATES 5EC:TION VIEW S"aI6"VENT 12'-4" I i � - _ (2) 2"x 8" HDR - _ ® all, A � 1 i r ---- psi i NOTE I I x in `n I I w I x I 3'-0" I I r---� m I 1 __Q �-N �---2' x 8" NAILERQ iti 8„x1 VE T DESIGNATES 5HEET NUMBER ALL LUMBER THAT COMES IN CONTACT WITH 1 L I I _,� f J L_ __-__--_ J3 2 x 10=G1GIRD- - �377�O, G1 ---- ---CONGRETE ..,HALL BE A.G.Q. LUMBER. _ r _ N - -------------- ------- " �---� 8"GONG FOUNDATION WALL W/ --- ---_----- i Q I i Ib x 8 GONG FOOTING. m 5-4" I ! I 8"x 1b" T --------- --i 1 ( 1 ( I I � T �T I G y ( �� _ ------- BILCO DOOR CRAWL 5PAGE AGG-ES5 I I I 1 1 ELECTRICAL &t RK WILL GOMi�L%r WITH THE RESIDENTIAL GORE 0r- NEW YORK STATE 2010 '� 1 1 „ -� -� � CHAPTER 53 THROUGH 4: 5-�--- _ 1 - - qI I -� o gl GR,�I�IL S��G� 1 t I = ENE .6 1 STAR L ABELEI: HOI�I�� " 1N HEIGHT - I I �� �) 2"GONG.SLAB Z CSU I7EL NE5 i Qi X ` R-30 INSULATION IN FL. JTS I I m � i GCx2LINC-'5 EQUIPMENT A✓C 14 5EER112 EER (MIN.INNM) HEAT PUMP 14 5EER/12 EER 55 H5PF I I I I I t � b"x Ib"VENT I I j 1 5"x Ib" T CODLING EQUIPMEN7 ENERGY STAR QUALIFIED GA5 FURNACE q0 AHJE;OR. I I I SEAL t I 13'-0" 8'-i" 8'-T° 8,_I•, I (MINIMUM) ENER61'STAR QUALIFIED 6A5 OR OIL BOILER Pry AFLIE;O}; � E:NER61'STAR QUALIFIED 55 H5PF HEAT PUMP;OR OIL FURNACE 55 AFUER-Iq INSULATION 1 __ __ PERPENDICULAR I -------------------- RUN OVER G.J. I l 1, I I I I „ ,: THERM05TAT Ef�l_'RGY STAR LABELED PROGRAMMABLE E, (3) 2 x 10 GIRDER - !—(3)2 x 10 F,IRDER - --------4 (3) 2 x 10 61RDER I GEILING JOISTS I 1 -- - rJ =--- ' I6" x 8"GONG PIER I I t Q DUGTWORI,'. LEAKAGE MAXIMUM: b GFM25AOO 50. FT.OF CONDITIONED FLOOR AREA, I I �_--J j I � k INSULATION MINIMUM:.R-b IN UNCONDITIONED 5PA6E5 1 I I I FILLED SOLID/YJ 5 I I I 24"x 24"x 12"FTG. I I G'T 02 g 4� •yp� ENVELOPE LEAKAGE 5 ACH50 MAXIMUM;COMPLETED THERMAL BYPA55 GHECKLI5T 1 I I I 8" X 12" P.G.PIER I _O- ; R-Iq INSULATION BETWEEN CEILING_IOIST5 FLAT GEILIN65(MINIMUM) R 3b(R-30 WITH RAISED HEEL TRUS5 OR EQUIVALENT) 2-2" x 4"TOP PLATE I " I 12'-4" VAULTED GE:ILIN65(MINMUM) R-30 (LIMITED TO,500 sq•.ft.OF CEILING AREA) 1/2"GYP BD. r� I WALLS (MINIMUM) R-13 r 5TUD5—� I I I m :o N I t l I Q FLOOR (MINIMUM) R-Iq i � � X ® R-30 INSULATION IN FL.JT5 = ® I I I 1 � BASEMENT OR GRAWI_SPAGE WALLS(MINIMUM) R-IU GONEINUOUS OR R-13 CAVITY N I I ' I�1 �G \ / � � ! i m m i LJ ' SLAB EDc�E(MINIMUM) R-10 FOR 2 FEET MINIMUM 1 I V Iy Y 1 1 F�7-0' I BACKFILL TOWINDONEC,(MAX:IMUM) U-FAGTOR WINII:OW5:05 AND ANY 5H65;5KYLI6HT5_60 AND<ANY q55� COMPACTION I ! i SH66 I I 1 t") AMC IMMION MA16 , 8 I6 VENT 8" GONG FOUNDATION WALL W/ WATER HEATER EF (MINIMUM) GAS OR,OIL: 40 GAL=D.bI150 GAL=5W15 GAL=0.54 nks. tr 1 L- ---- ------ --------------Ib" x 8" GONG FOOTING.---------_-1 1 V I I OR: INSTANTANEOU5 WATER HEATER OR INDIREGT-FIRED STORAGE TANK WITH IHOLD 1 Q BOILER N 2" x 8' NAILER LAG EsOL.TED --`_--I N � LI6tfTIN6 AND AE'PLIANGES 500 kWh OR b50 kNh 5AVIN65 REQUIRED FOR ALL NYE5LH 1 f I 1 1 ELECTRICAL. kWh SAVIllSS NOTE 1 1 ! ' I VV I 1 1 1 0 - ° 1 MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION 5HA1.BE INSTALLED ALL LUMBER THAT COMES IN CONTACT WITH I I I x x I E- AGGORDING TO NfYE5LE4 TECHNICAL SPECIFICATIONS CONCRETE 54�4ALL BE A.G.Q. LUMBER. I 1 I I u N � 4" x 4" POST ANCHORED ONF- I 1 1 12"0 SONO TUBE BELOW GRADE j GOMBU5TION SAFETY TESTING REQUIRED FOR ALL NYE5LH(5EE NYE5LH TECHNICAL 5PEGIFIGATION5) I I I I AND 4"-6"ABOVE GRADE 1 1 1 I I I L------------------- --1 4. ..i� P�" (2) 2" X 8" HDR r~l��-2_x g" spa - °�_g:' �LI:�1�X 8° H�- r' I-40LD e --------------------------- --r ----------- ----------- ----------- --------- v 1- - T 0 HOLDtu '�I 2'-10" 8'-O" 2'-10" " b'-4" 6'-4" b'_4° 6'...q." I� N AST ACH��EN T O P T I O N�� 13'-8" 26'-4° �,-0, lu m "SIMPSON'1 0100 OR "SIMPSON'PHV5 � 2-I6d COMMON "51MP50N" 1 5THD14RJ A 2-Ibd COMMON NAILS® b O.G. " � �" NAILS 6 b"O.G. FOR HILI-LENGTH >. 12 BEARING ON 4 0 ° FOR FULL LENGTH OF STUD e° WALL STUD 8„ °° . 1.ONGRETE VALL OF STOP BLOGKIN6® } t- BLOoKINe ENDWALL FOUNDATION PLAN 5/8"A.B. 0 43"O.C.WITH ENDWALL ® II • rJV� } z Z 3"X3"X 1/4"PLATE WASHER I ° r } #4 Fes- DC -- 2"xb"51LIL PLATE ° I� °A ° n a ° OR Q a��` n REBAR Ill -- CONCRETE YJALL ° 10057 CONNECT I ON DTA I L5 _ ,» a �° ° n Z V m Z r� 5/5"m THREADED ROD B45MDED a O� � ANCHOR 3 1/2'' — FOR HOLD-DOWN ANCHOR 12 1/2" INTO CONCRETE �`.L \�F� $CLT SPEGIPIG.4TION " " 2" x b"FLOOR JT5® Ib"O.G. .7/8 X12' ATR-ANGHORM/ Gp �, 2 xb DECKING DECORATIVE MOLDING W m 2-2"x 8" HEADER �,. MIN.5�5" EMBEDMENT 5ET'IN ACRYLIC TIE ,4DHE5IVE(AT) 4" x 4" POST ANCHORED ON � z 12 1MbX 12"MAX 10"0 x 36" FTG.BELOW GRADE Q � --• 6" MIN 6" MIN 6-8d COMMION AND 4"-6' ABOVE GRADE 0 b77 1 "SIMPSON" '� z COMMON b-8d GOMMION 7- 3-10d O 5THD14RJ z FILLER STRIP I) 0 (� 2-16d COMMON a AB P05T BASE BY 51MP50N RIM JOIST NAILS® 6'O.G. 1 FOR FULL LENGTH _ OF STUD ;fl cv n Q o 12"BFARIN6 ON WALL STUD "SIMPSON,HDQB OR 0 - oil3 q ° '51M'ON'PHV6 2-Ibd COMMON ,"ANCHOR BOLT® 36"o.G.FOR 2 STORY PORCH COL'S TO HDR* PORCH DETAIL TO HDR. 4 �, n NAILS®6" O.G. �'ANGHOR BOLT®12"O.C.FOR I STORY CONNECTOR P05T W/ ATG. CONNECTION ~ In 7- FOR b ° FULL LENGTH Z 0 v a ° OF STUD "ANGHOR BOLT 6 5l"O.G.FOR SLAB ON GRADE ul 0 cn ANCHOR BOLT® 23 O.G.FOR 2 STORY � a �FC)UNPATION ANGHORA C---?E DETAIL / ° ONE#4 "ANCHOR BOLT® 46"O.G.FOR I STORY PLAN VICKI � REBAR OR J'ANCHOR BOLT® 36'O.G.FOR SLAB ON GRADE (AS PER WFGM TABLE`3.26) ° , ° ° d I " 111 1— z "ANCHOR BOl-7®36"O.G.FOR 1-3 STORIES / ° I� I,MIN.7 EMBEDMENT INTO CONCRETE _ 5lmpson Strong-Tie NOTE 7 Q z UJ ° w/3"SQUARE WASHERS AND END NUT SETUP � - � tu I.MINI.�"ETIBEDMENT INTO CONCRETE '� ° n ° ALL LUMBER THAT COMES IN CONTACT WITH a- A- v Q Tal Ht/3"5QUARE WASHf RS AND END NUT SETUP �� ° n . CONCRETE SHALL BE A.G.Q. LUMBER. 2-ANCHOR NOTED HEREIN ARE EN� NU BE USED FOR 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR n. a OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS OR REFLAGED BY HOLD DOWNS FOR SHEARI°IALLS D G NO 3. I -ANCHOR BOLT 15 TO BE LOCATED BETkEEN b"MIN. �'o � �,�"�`�� 1/8"4DTHREADE:D ROD EMBEDDED 3. 1 -ANCHOR BOLT 15 TO BE LOCATED BETWEEN b"MIN. � U ' TO 12 " MAX.f-ROM ENDS OR GORNER5 N 121/2" INTO CONCRETE TO 12 "MAX.FROM ENDS OR CORNERS ° 4.GONG,BLOCK TO BE-FILLED SOLID® ANCHOR.BOLTS. < — "ANY ROOF PITGH-1:12 OR GREATER OONSTITUTE5 AN ADDITIONAL STORY h.GONG.BLOCK TO BE FILLED SOLID®ANCHOR BOLTS. MM��NN�� IMUR 40'-0" NOTE! NOTE! I. DOUBLE ALL FLOOR J0I5T5 UNDER PARTITIONS AND NOTE. PO5T5 ABOVE. 7_b 1 >�LSHOWER51 SHA�BE INSULATED SULAT DBS ATTIC, ACCESS MUST BE BACKED t FINISHED WITH GYP BD. BEFORE DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND WITH R-10 R1610 INSULATION. INSTALLATION OF FIXTURES. STAIR WELL OPENING. 2. ALL 5TRUGTURAL GOL'S THAT 5UPPORT ANY HEADERS L.V.L.,61RDER5, ETC. SHALL BE SUPPORTED DOWN TO FOUNDATION,FT6'5,AND OTHER 5TRUGTURAL 401-011FOUNDATION, OR HEADERS A5 NEGE55ARY. 16-2' 5146" 10'-5" T'-II" 3. ALL PLYWOOD 5HEATHIN6 SHALL BE GONTINUOU5 ---------------------------- FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY � PRHDA(G)OF 5Y5TEM5, GARAGES, OR COVERED SEAT 2 2 x OSE DOUBLE ROOF RAFTERS 4 V. 4u TRIMMERS AROUND 5KY-LITEZZS 4,L 3 T ROOF BELOI�I M\� .-2"x 6" DEGKIN6 x Zo '� I `I rel — HOLD x ! 5H0 R HEAD �+ � �� o r \ I N w N I o�c +�+� a C Q 125 GFM 3Q 4 DRX © Q 2) 2" x 8" HDR (`2) 2" x V HD (2) 2" x 10" HDR I(2) n n DR) :ta Q'-2" 2) 2" x ° HD5 (2) 2" x 8" HD (2) 2" x 8" HDR � ll 3,�,,, -3� ® � T �' NEW CONSTRUCTION c _ _ § o TO BE RE 1 K -'S I ( F I U I,�I Q - I 10'v"VAULT.GLC, - I V ------- �� 26' D" _ i ' `� � � Y�I G � N Iii I � " @� � �O �' ------- 5-o MOVED O � � — � 8'- o a g BILCO DOOR 5A �► _ ® ® IU m 1 0 � ® vauLr LINE o g EXIST'G STRUCTURE U-1I �I CRAWL SPACE AGGE 6 13'-0" ° NEW GON j iy iv v -125 CFM L. s --- it V.L. N CRETE IS-2 ! M.V. DE51ONATES DETAIL VIEW o al _ 3� O 1 — SEAT 10'-6"VAULT. Q) o � � N 111 I NG R®01� �' x�; 1 1 A �, o v_ = q o (,LG. HT I = `=i I Q 12 GF aa / �-- DESIGNATES SHEET NUMBER r 10 a'-O" GLC. H'i � m I I _ Q - 1� QROOM X- # -11� _ O ID G Q ® 10'-b"VAULT.GL6. I-AI 1 4 d� I x m I Oj O DESIGNATES SECTION VIEW Q J,,jSD. ---� _ El_EG. ^ - V p n HALL LL, G.M. I\ I U sn. X Ul 5.D. !?� I I \ 1 # Z tr: L i � I CSI 2 2_'x 0'_H i I ® mac• \ DOUBLE CEILING i I uSD. ! \ \ I DESIGNATES SHEET NUMBER ----_ LA i(�TTI G I Q J015T5 AROUND I N v \ ATTIC ACCESS SOLID BLOGK!N6 5�-6 `JKITCHEN I DN -- LQ Q �GGES Q :iAS DIRECT VtTI� -- - 3i-011 ----_ IN 7' $ _ / HW /` / ---- HALL M.V. � � a'-0" GLC. HT � O O -------�� x 12"RIDGE--------- __ _= 2.. x 12'RID6� ----- - ----- -----��---- 4 ` -� _L_ / _/ = SEAL TOP 8 BOTTOM Lec. ® 4�� x 4" POST I m m - - - c.i� - -'\ �> - --- S.D. Q 125 GFM I -- -- 0 d VENT //' O�S.D. / y X75 DE (� -- -- �i- 1Q1 S.D. _,f' n 1p(� 6 oc,.K 2 2_'x 10"HD LAS (2) 13/4_x II 7/8"LVL F USi�HDR I �, /5\ -- -- - --- ---- ---- O 4"STEP UP _ 2 13/4" x a I/4" LVL FLUSH HDR 5-10 IO-8 2-4 Q131-011 _L____ __ -- ELEG. CLOTHES DRYER VENTING NOTE IS-40 N N N DRYER TO BE VENTED TO THE EXTERIOR 5/8" TYPE "X"GYP.BD.T. d 5. - -- --- m ��T -- -- 3 WALL OF DWELLING AND SHALL COMPLY 02 9 4 6� Q� ABOVE BOILER.A5 RE-Go BY GORES - - NOTE: ,_ „ __ _- WITH RMI502 '� �O DOUBLE ALL FLOOR JOISTS L- 2��I`" Q® ----- 3-0 © PAN OR WAR k TALL S OF NE`N y UNDER PARTITION5 ABOVE. I 8'-O" GLC. HT DRYER DOUBLE ALL FLOOR JOISTS I AND TRIMMEP5 AROUND Fi 20-CFM. _---J /� f�_ l`,i� x �? 6 0i STAIR WELL OPENING. O GL. DR. i :fl �.✓l"� l^ O as I �n 13'_0° cv 411 GO'dG 5LAB (Y1 Q r=`fl p! Q X ® i iE t.,i Q ® O 8 `a 8 5/5 FIRE-RETARD N ) _ L I Y (N G ROOM O a I / a� -� U `n 2'-0' - ® o �_ O CO PUTER � ��I�R001� N a'f'PSUM BOARD - ai I x ~ i\oo " q O GLC-'. HT !n �i ��.: ,� �, � 8 O CIL C-7. HT 0EILIN65 4 WALLS ,-0„ cc, I a -- u- �� � O tu A5 PER GODB - Q� I ® � -�-' ® &-0" GL6. HT cq w R-30 IrYiULATION <� CL, I L- - d� O O O w N N v USE A MINIMUM OF IN GLILIN6 <� -- Q ; . N tY N N v ' LL G { 15'-2" TWO 8d NAIL5 TH15 (� —4" x 6" POET ----� �' 1 . (V 10'-6" SIDE OF TRUSS. ,R (2) 13/4" x II -Ile - /8" LVL HDR. iv (2) 2" x 8" HDR TOTAL 4 -8d NAILS o V (5) 1 5/4" x II -7/8" LVL HDR � (2) 2" x 8" HDR INTO TRUSS. - ----__-_—__-_—__--_ -_ -- (2} 2" x 8" HDR l --- -------BUILDI`J6 LINE ABOVE ------ (2) 2" x 10" HDR. © © ® //V tu z o I NOTE: 1 t oORG o I I DOUBLE ALL FLOOR JOISTS i NOTE: I N - N N a x � 2" X 6" DEGKIN6 N N SMOKE DETECTOR +� I UNDER PARTITIONS ABOVE. ;. A 9i v oc -� 3 p DOUBLE ALL FLOOR J015TS ',�I • (- �' 05 ® O ~ N v I i_ CARBON MANOXIDE DETECTOR I AND TRIMMERS AROUND ROO LO `1 • z 4 I 2 -8d NAILS _ r ' TO BE HARDWIRED STAIR WELL OPENING. INTO PLATES INTERGONNEGTED x �! (y v c I 8 -8d NAILS Q INTO 5TUD 51mpson Strong-Tie e�} ( 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" X 10" HDR. HT Z (2) 2" x 12" GONTINUGUS HDR - ------------ -------------------------------------------- ------------- RAf�`TERTE T L m w 6'-10" 13'-2" 13'-4" b'-8" O ,¢ Lu tu INSTALL PRE-FAB WOOD 13URNINO " Q $j �•�j = v 3 FIREPLACE AS PER MANUFACTURERS NTS. OL (�( 5PECIFIGATION5. 401-011 , MUST FROVIDE INSTALLATION �Q — 3" MANUA!ON 51TE FOR BUILDING m " IN5PEGTOR TO REVIEW � p OND FL®®� �LA N 2-10 8=0 2-10 2=1 4-5 6-3 61 6-� (� f� 26'-4" c u- i_ n } �EGON>� FLOOR = I2.80 SQ.FT. I/4 - I O � 40'-0" v PORCH CONNECTION D fiA1L5 r A HEADER AS 4 14-Ibd COMMON NAILS NOTED ON PLANS O } } s (BEAM) NOTE= u- A z N �-' FIRST FLOOR FLAN ALL LUMBER THAT COMES IN CONTACT WITH 5TRAPIIN5® Ib" � ~ oc � CONCRETE SHALL BE A.G.Q. LUMBER. Y2 0 LA6 51MP50N 1212T N O JL FIRST FLOOR 1114 50.FT. 1/4 1'-- O" 12 14-16d GCGMMON NAILS ICM4P50N STRONG-TIE BOLTS® Ib" EA.51DE 1 z z GARAGE 3:3-1 50.FT. ,n PORUS I s34 SQ.FT• \� 5 \ (POST) POSTING AS NOTED v O W � w , � _ c � -1 .fEGO,S ON PLAN SIMP50N 0210 H6R® 1611 � N � (�`I T_)TAL. FIRST FLOOR. - 1635 _0 FT. 2"x6"R.R.® 16"O.G. 2"xb" R.R.® 161 O.G. �! A' ►is GO"�'�►"�GTIOAIOXTAIL. HoL.I�OIWN COI ECT ION 3-10d COMMON ___ n1s. - 1/20 LAc6.BOLT I 50N " Q 0 SECONP FLOOR ATTACHMr—W @24110.0. 5 PPIN6 m I6 14-I6d COMMON NAILS zm Q SIMPSON 1212T (BEAM) OFTI CN5 2"x6"G:J,a 16"O.G. FILLER STRIP 6-8d COMMION EA. IDE •• IL/ Z "51MP50N'HDQS OR — I/2° LAcb,BOLT 2-2 AO HEADER 'S1P1P5otd"GN15+'GIb "51MP50N"PHDb �iOV. ` ® 24"Q.G. DECORATIVE MOLDING • • O _ 12"BEARING ON \ 2-I6d COMMON • • v O Q 2-!6d COMMON WALL STUD o, NAILS® 6"041. PORCH EGOS PORGH/RAFTER/GIRDER • •• • NAILS® 6"OL. FOR FULL LENGTH R.R./G.J. TO DWELLING PORCH COL. TO HDR. 14-I6d COMMON NAILS • IM N STRONG-T1E — ` of STUD ROOF CONNECTION CONNECTION DETAIL (PosT) G Lu it ,. BLOGK:IN6�) o n.ts. z ,n a• OR 2 x b FLOOR JTS® Ib O.G. lu ENDW4LL BLOGKIN6® II 2"xb"DEGKIN6 O In ENDWALI \_ DECORATIVE MOLDING 2-2"x 8" HERDER F- ,� 2 xb DE((KINO � 2"x 6"FLOOR JTS® I b"O.G. 4"x 4" P05T ANCHORED ON 10"0 x 36°FTG.BELOW GRADE I- !— b-Sd COMMION AND 4"-b"ABOVE GRADE _ z 51mpson Strong-Tle ` 117 }— I/2 LA6.•BOLT 6-Sd COMMION A8 2-I6d G041MON- - ; SIMPSON"H000 012 ' @24110.6. FILLER STRIP 3-10d COMMON aN AB POST BASE BY 5IMP50N d NAIL5® b"O.G. ��� "51MPSOt1"PHD6 TEGO'S d • DNO NO FOR FULL LENGTH ` , 6RADE OF STUD +17/4'O.G.I(TWO STORY HOUSE) COL'S • U FLJ TO DWELLING PORCH TO HDR. PORCH DETAIL TO HDR. 4 Q tro. o... POT W/ FTG. CONNECTION 5 N CONNECTOR 21 10�R 17 5" THRU ROOF I,�I �t ORA I N, WA5TE VENT NODF E: 114" ABOVE ROOF= X10 1 5 75 R Int M f N 0 Mr=7AILS KANTERIALF;, FOR D1PAIN, '+^IA5TE: d VENT 5*AL.L GOMPL�' HITH TABLE P3002.1 DRAIN,WA5TE a 4" 5YMB0L R. O. DIM. HINDON MODEL 57'YLE AMT. LEAVE I/16° - Ti�SLE P31II-i 51ZE OF COMBINATION WA51E d EX15TING 3/16" GAP `!3 T PIPE. (� Q'-5 I/8" x 4'-5 7/8" * ANDERSEN 3046-3 D.H. I WOOD I-J 15T SEE MANUFACTURER'S .. .gym. STACK * DOUBLE H-ADENAIL TO R 1015T WEB RECOMMENDATIONS * 6-3 3/8„ x 4-8 7/8 * ANDERSEN 3046-2 D.H. 4 BACKER BLOCK FROM EACH 2"t 2" 1 2” (� 3'-2 I/5" x 4'-5 7/5" * ANDERSEN 3046 p H 4 METAL JOIST IN5Tf4�.LED TIGHT 51DE __-- -- _I_-- ---r____-- _— -i _ HANGER TO TTOM OF f ------(--------- I— I T--- T----- (D 3 O I/8 x 3-O �/8 ANDERSEN 210210 D.H I TOP FLANGE EQ. II I/2" I I/2"1 131, 1 1/4'1 I II i/2" 3" 11 I/4° 1 1 1/2" „ i FILLER BLOCK EQ. I (f)=- 2'-2 I/8 x 5'-0 7/8 WOOD I-.JO15T I I I IANDERSEN 20210 D•H� I I I I ** 2'-5" x 2'-0 5/5" ANDERSEN A-281 AWNING 2 " 0 2t I I I I G 28 1/2" x 35 1/2" ANDERSEN RV-2638 SKY-LITE i (CHT FIT o 0 I I I ! WASHING • SEC.-OND FLOOR j MACHINE * WINDOWS MEET E6RE55 REQUIRMENT5 (SEE CARPENTRY NOTES.) FILLER PANEL, WEB STIFFENER T 2° 2„ 3" 7." 1 2, 3° 2" I. PROVIDE ATLEA5T (1) WINDOW (OR DOOR) IN EACH HABITABLE 5PAGE FOR EMERGENCY �." o THI5 WINDOW MUST BE TEMPERED SAFETY GLA55 IF NECESSARY WEB STIF=FENER�EACH LEAVE I/I6" - 3/16" GAP, I 51DE; MAY BE QUIRED ��WOOD I-JOIST SEE MANUFACTURER'S ' 1 G.O. ESCAPE. IN CONFORMANCE WITH N.Y.5. CODE SEC. R310 MIN OPENING OF 5.7 50. FEET FOR JOIST STABILITY, RECOMMENDATIONS I HANGER COMPATIBILITY, 3 3" ( 5.0 50. FEET @ GRADE: LEVEL WHEN GRADE: TO SILL 15 LE55 THAN 44" OR LESS) W/ OR JOIST REACTION) MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED , � A I BEARING WALL BELOW BEARING WALL ABOVE 2" 1 2" FOR TOOL � 5) BOTTOM OF OPENING 6 44" MAXIMUM A.F.F. A :.zy- I I I/2" 3° i l I/4" I 1 I I/4" I I i/4" 3, j 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES � I-JOIST GO iTION N.T.5. ` . DTr�I L. 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. TO NOW I-JOIDT RM DMIL IY 1 m STI DETAILS N.T.S. 1 Ri 1t v . i I . FIRST FLOOR V 1 00R �� �UL� OOD I-JOIST DOUBLE-HEADER 2" 3„ I 3„ 2" X 6" 5GUA5H BLOGK5 °' I c.o. SYMBOL DOOR. SIZE DOOR TYPE AMT. BLOCK FILLLID ER I 3065 SWING (EXTERIOR) 1 BACKER BLOCK INSTALLED 511 2665 SWING (INTERIOR) TIGHT TO BOTTOM OF 1 4 TOP FLANGE. I 2065 SWING (INTERIOR) q 6 £3 065LIDEER (EXTERIOR) I • GAWI_ 5FIAGE I G.O. I 40663 SLIDER (INTERIOR) 2 • 306b 5NINe (INTERIOR) I I/2" I j 2865 SWING (INTERIOR) 2 N I WOOD STAIR z GARRI AGE F 4" G.I. H-------- 50'1 C:) OVERHEAD GARAGE I ME N OUSE TRAP IN METAL FRAMING ANCHOR w/ STL COVER AT EACH SIDE. > 4" G.I. -----_. N.T.S - 3/4" RIM JOIST ` DETA I L, COX PLYWOOD EXT. GRADE STi�IS� �, ^�+�� D�:Ti41L N.T.S. SEAL W/ WATER 5UPPL'( 015TRIBUTION NOTE: INSTALL FACE 6RAIN HORIZONTAL �+ Ep I.SERVICE FOR NEWNEWBAT++Roor1 WILL. BE TAKEN (ERN K. FROM THE EX15TINIO WATER SERVICE. 2.I/IATEC:D15TRIBUTION PIPING f FIT IN6 514ALL r,,OMPI-Y WITH R.6.O.N.Y.5.TABLE P2go45 WATER / � 015TRIBUTION,FOR MATERIAL.5 d TABLE: P2gO4.6 WOOD I-JOIST AS RIM ��� r"r y a `� Q PIPE:FITT1N65,FOR MATERIALS. - - J015T, NAILED TO TOP PLATE ��� BELOW W/5d NAILS 6" O.G. - ���� 429465 ¢� • WEB STIFFENER EACH 51 DEO IF NECESSARY. `�=N �� • 1-1/4" TIMBERSTRAND LSL 2" x 12" F'ID6E - - •• CONTINUOUS RIDGE VENT "—� OR TJ-STRAND RIM BOARD WOOD I-JOIST 2"x 4" COLLAR TIES Ib" O.G. BEARING WALL E3ELOW CAW. DI:T/41L N.T.S. ILI 2"x IC)"ROOF RA=TER5 B 16" O.G. \ \ 1/2" PLY1,1000 5NEA1'HIN6 DETA I #15 FELT \ \� L. A.5PHA_T 514IN6LE5(A5 5ELECTED BY OWNER) \ PROVIDE ICE 5HIELD RIM .1011 T D::T/41L N.T.S. ''nn PLACE JOISTS TOGETHER V 2"x W CEILING J015T5® 16" O.G. AND NAIL FROM EACH SIDE`. Q ---\ FILLER SLOCKING WITH 2 ROWS OF IOd NAILS ® 12" 0,0, CLINCHED WHEN POSSIBLE. ILL 12 FULL LENGTH OF JOIST --- 5TAG6ER ROWS FROM OPPOSITE X 2- .2"x 4"TOP PLATE --"J 6 , . SIDES BY 6". • 12" O.H. \ 3" Gc?NTINLk2U5 EIOFTIT VENT • • "x 4" 5TUD5® 16"O.G. DOUBLE LAYER OF �} 1/2" PLYWOOD 5HEATHIN6 r-- R-1q INSULATION `VAPOR BARRIER RUN PERPENDICULAR DT 318"5HEI_T7 R WRAP E.P.5.BOARD W/ I/2 GYP BD v JOIST e4wT�"JIGTION DOUBLE LAYER OF � I � � VINYL SIDING(A5 SELECTED BY OWNER) R-1q INSULATION R-30 INSULATION bJ/ �� �� N.T.S. � N v R-13 INSULATION W/ RUN PERPENDIGU AR 1/2"GYPSUM BOARD. 2 X 8 NAILER UJ Ul I/2"GYPSUM BOARD. H/ 112"GYP BD IL v 2" x b"NAILER —� i BEDR00MCL 2"x 6" ROOF RAFTERS® I6"O.G. 2"x E>" ROOF RAFTERS® 16° o.c. - BEI�I�OC,�M 1/2" PLYWOOD 5HEATHIN6 m 1/2" PLY6^IOOD SHEATHING P GLG HT 10'-��"VAULTED GL6 #15 FELT #15 FELT ASPHALT 5HINOLE5(A5 SELECTED BY OWNER) A5PHA-T SHINGLES(A5 5ELF-6 0 BY OVINIER) PROVIDE ICE SHIELD PROVIDE: ICE 51.11ELD 12 12 } R-13 INSULATION W/ Q 6 2"X 6" GEILIN6 JOISTS® 16"O.G. O 3/4" 50 FLOOR GLUED AND NAILED 1/2" GYPSUM BOARD. 12" O.H. _® 3 CONTINUtX5 SOFFIT VENT (2) 1 3/4" x II 7/6"LVL.FLUSH HDR O } 'r (2) 2"x IG'' HDR. -� F-13 INSULATION W/ / L-I 3/4"X II 718' TJI FLOOR JOIST ® 16"O.G. 1/2"GYPSUM BOARD. IL 2" x b"GEILIN6 .JOISTS® IE" O.G. Z N / 2 x 6 NAILER W/LAO BOILT5 Q I. LIVING ROOM TURN OWN 05T jj KITCHEN 2" x 6' NAILER W/LA6 BOLTS O 2" x 6"DEG KI INC �(�RC, i "1"1'61-6q 6 HT 61'61-6 HT 2"x 6"DEG 36" RAILINO KIN6 ,n z z v zw wtu R-13 INSULATION W/ 211 x 6 FLOUR JOISTS® Ib„ O.G. Q! n Z (2) 2” x 8" HD'R I/2"6YP9JM BOARD. -t - - -� ------ 4" x 4" P05T ANG �HORON 1 51411 SUB FLOOR GLUED 4ND NAILED --- M tu 12',P 50NO TUBE BELOW GRADE AND 4"-6"ABOVE GRADE 111 LATTIC:•E WORK. : GR�tIAIL �P,�GE R-30 INSULATION (2) 2"x 8 HDR = - Q z O —� o d Cit ADE 1 1 40 HEI5HT z m 13/4"XII 7/8"TJI FLOOR JOISTS® I6' O.G. I I $° � m 2" x b" FLOOR.1015T5® I6` O.G. t I 11J O Lu 2" x 5" NAILER]IV LAG BOLTS (3) 2"X 10' WOOD GIRDER. 4 �x 4 P05T ANCHORED ON � 00 w kb II SILL SE.ALJrR Ib"x 8"GONG PIER 10 m 50NO TUBE BELOW GRADE O W _ TERr ITE S+iIELD / FILLED SOLID W/ AND 4"-6"ABOVE GRADE pC o 7 ANCHOR 5,91-T5124"x 24"x 12"t=fG. C� p Q z v 2- 2"x 6"GGA 5ILL-- I i I I DAMP PROOFING' 04 • �� - ---------=t====s--==-r---�s—=��C� (� v to 8" POURED GON;> ETE FOUNDATION MALL.[ r I N VIEN / OL I6°x 6, ^�Cin:G F"r,W/4" x 2" IKEY1 / 0 OL O v -- IIO�_Qn w O z k5 Z Lu OTS' ALL LUMBER THAT GCMES IN CONTACT WITH DWG ND CONCRETE SHALL BE A.C.G. LUMBER. PYRAMID l.M Ct foal) NOT TO 50ALE SPLICING OF TOP PLATE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL FASTENING 5GHEDULE RESIDENTIAL CODE OF NEW YORK STATE I TOP PLATE SPLICE LENGTHREFER TO TABLE 8301.2 I of THE RESIDENTIAL GORE OF NEW YORK STATE: OP PLATE SPLICE REQUIERMENT OP PLATE SPLICE REQUIERMENT ,. WIND SUBJECT TO DAMAGE FROM ICE SHIELD AIR FOR WIND-EXPOSURES 546- FOR WIND-EXP05UR-5 54C- 645-1ERAL: GROUND SEISMIC DE516N WINTER UNITE SHIELDNT FLOOD FREEZING 83012.1.1 pE516N CRITERIA. GONSTRUGTION IN REGIONS WHERE THE BA51G ALL OTHER GASES ONE STORY SLAB ON GRADE CATEGORY FR05T LINE DESIGN TEMP HAZARD I. NO WORK 15 "f0 START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING SNOW LOAD SPEED•(MPH) WEATHERING* ° TERMITE DECAY REQUIRED INDEX WIND 5PEE05 FROM FIGURE R301.2(4)EQUAL OR EXCEED 110 MILES PER HOUR DEPTH BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE Di=PARTMEN'T. (177.1 km/h)SHALL BE DE516NED IN AGGORDANGE WITH ONE OF THE FOLLOWING. MODERATE SLIGHT TO, _ DIMENSION(ftJ LENGTH(ftJ DIMENSION(ft) LENGTH(fta 2. AL- WORK 5HALL COIR=ORM TO N.Y.5., AND LOCAL BLD. CODES 45 P5}= 110 mph G SEVERE 3 FEET TO HEAVY MODERATE lie YES N.A. 5qq 3. A-L. UNNOTED OR NOf�d�ti'ISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE I.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST I2'-o" 2'-0° I2'-o" 3'-O" DURING THE oUR5E 0; GOIdSTRUGTION THAT D15AGREE5 WITH THAT INDICATED TABLE R301.6 AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME GONSTRUGTION ( ON THESE PLANS 5H/ L_ CAUSE THE CONTRA( TO STOP WORK AND NOTIFY - ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MANUAL FOR ONE AND 7T^fo FAMILY DWELLINGS(WFGM); I6'-0' 3'-0" !6'-0" 4'-0" THE ARCHITECT OR EN31NEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND MINIMUM UNIFORM D 15TR15UTED DE51 GN LOADS CONTINUE TO WORk: i-!L' 4�LILl_ THEN ,A55Ui�iE ALL RE5PON51BIL.IIY AND LIABILITY STRUCTURAL MEMBER ALLOWABLE 20'-0" 4'-O" 20'-0" 5'-0" CONTINUE THEREFROM,HOOK. (REFER TO TABLE 8301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE] DEFLECTION RAFTERS HAYING SLOPES GREATER THAN LM30 24'0" 4'-O" 24'-0" b'-0" 4. NO DEVIATIONS OR C:Ir{,Ev 7E-5 TO ANY PART OF THESE PLANS SHALL BE MADE UNLE55 USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO FIRST APPROVED BY HE ,' RCHITECT,ENGINEER AND BUILDING DEPARTMENT'. 6o psf to psf RAFTERS 28'-0" 5'-0" 28'-0" 7'-0° EXTERIOR BALCONIES 5, DRY WELLS A5 REQU`l=ED BY STATE AND LCCA,L. CODES. INTERIOR WALLS AND PARITIONS H/180 DECKS 40 psf 10 psf L 32'-0" 6'-D" 32'-O" b'-O" 6. ALL DIMENSIONS HEREIN ARE APPROXiMfATE. NOT TO BE SCALED AND ARE SUBJECT PASSENGER VEHICLE 5ARAGE5 50 psf AS PER PLAN FLOORS AND PLASTERED CEILINGS L/360 TO REV15ION A5 PER ACTUAL FIELD GONDITION5. THE 015GRETION OF THE OWNER, ALL OTHER STRUCTURAL MEMBERS U240 0 1 TABULATED SPLICE LENGTHS S PER TOP PLATE SHORTER PLATE-0" 7'-O' 36'-O" 1'-0" ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf AND A5 DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. EXTERIOR WALLS WITH PLA511T2 OR H136o CONNECTIONS USING 2-Ibd NAILS PER FOOT,FOR SHORTER SPLICE 40,_0" 8'-0° 40'-0" TIONS APPROVALS, OTTERS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO T .OI�INERI CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, PROVIDE AN EQUIVALENT NUMBER OF NAILS GERTIFIGATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH 50'-0° lo'-o" 50'-0" 13'-0" SLEEPING ROOMS 30 psf 10 psf BRITTLE FIN15HE-5 U240 ®INTERIOR ZONE 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN 8. THIS SET OF PLANS 15 THE PROPERTY OF TERN DESIGN GROUP LLC.. AND 15 ��r EXPoSUER B bo'-D" I2'-o" bo'-0° ib'-0° FOR THE ONE 1'RO.JEGT NOTED HER ONLY (EVEN IF THI5 PROJECT 15 NOT STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH U120 R THE GTED .THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAIL5 200 psf 10 psf FLEXIBLE FIN15HE5 ®PERIMETER ZONE 3 TABULATED SPHERE LENGTHS ARE BASED B L FOOT WAIL 70'-O" 14-0' 70'=0" 11'-D" GJ ) HEIGHTS FOR OTHER WALL HEIGHTS,H THE TABULATED UNIT WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DE516N GROUP LLC. R.A. ROOF LOADING(LIVE = GROUND SNOW LOAD s NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. NOTE; -6ABLE WALL LATERAL LOADS SHALL BE MULTIPLIED BY We 80'-0" Ib' 0" 80 O" 22'-0" 1. TfIf= ARCHITECT OR ENGINEER. 15 NOT RETAINED FOR 5UPERV15ION OF WORK. AND ADJUSTMENTS AS PER TABLE 83015 OF THE 45p5f 15 ATTIC f FOR I.FOR GABLE ROOFS 100 TO 450 PITCHES (EDGE ZONE) 4 TOP PLATE5 5HALL 13E A MINIMUM OF STUD GRADE MATERIAL RESIDENTIAL CODE OF NFU^!YORK STATES p a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 O3 le RESPONSIBLE FOR DESIGN INTT�NT ONLY. TIMES THE COMPONENT AND CLADDING LOAP5 FOR THE PURP05E 2.SEE FASTENING 56HEDULE.A FOR NAILING 10. A14(MATERIAL5 OR WORKMANSHIP FOUND AT ANY TO 13E DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA,ZONE B?= REMEDIED AT ONCE REGARDLESS OF AI1W PR'.EVIO'J5 1145PEG T IONS.. 11.. G:'NTRA.CTOR SHALL BE: FAMILIAR WITH THE CURRENT GENERAL REQUIR:EMENT5 OF STRAPPING"a 5CdHEDULE A A_L STANDARD AND eFEGIALTY SYSTEMS /MAT_RIAL.5 USED WITHIN TH15 NOTE; THIS 56HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS THIS PROJEGT WITH TH! MOST 5TRINGENT REGOMMENDATICN5/RE0UIREMENT5 (SEE SECTION FOR 5TRAPPIN6 AND REQUIREMENTS. NAILING AND STRAPPING "ALL 5TRAPPING TO BE I ' x I6 GAUC-7E 5TL TO BE FOLLOWER'. SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) L 12. IT 15 THE INTENT OF THE5E PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ALL NAILING 15 A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTH "5IMP5 ERWISE 0Nu EWIVALENT - 0516Z (COILED STRAP) L/3 INN GJN5TRJGTION. HOWE(ER FIELD C.ONDIITION5 MAY AR15E DURING CON5TRUGTION ROOF $ CEILING FRAMING 12" MIN. BEARING --i ll�- O THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 0) 13:. ANY AND ALL. Di5GREPANC IE5 TO BE REPORTED TO ENGINEER. RAFTER To TCP PLATE(TOE-NAL) SEE DETAIL PER RAFTER 1 I U>I 14.; WALL AND CEILING FINI5HE5 '.SHAL-L BE IN ACGORDANGE WITH SECTION R701 AND INSULATION CEILING J015T TO TOP PLATE(TOE-NAIL) SEE DETAIL PER J0I5T I i SHALL BE IN AGGCARC>ANGf= WITH SECTION 8316. AT RAFTER TO RIDGE CONNECTION ®EACH I NNOTCHES I � RING SHALL BE IN ACCORDANCE WITH SECTION R�02 AND CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE DETAIL EACH LAP L T Dlb MAX. (-- D 15. ENTERIC P. WA:L_L GO FOR STRAP- 2 &COMMON NAILS®EA.END OF STRAP PEDRMITTED -T EAL EXTERIOR WALL COVERING SHALL BE IN AGGORDANGE WITH SECTION R103 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL 2-Ibd COMMON EACH LAP FOR NOTED COLLAR/6L6 TIE- 5 Qd COMMON NAILS 0 EA. I I 5 I6. THIS PROJECT COMPLIES W/THE 2010 R'.E51DE`.NTIAL CODE OF N.Y.5. AND COLLAR TIE To RAFTER(FACE-NAIL) SEE DETAIL PER TIE ► I D/6 MAX. MEGHANIGAL- 5Y5TEM COMPLIES CHAPTER 12 THROUGH 23, BLOCKING TO RAFTER(TOE-NAIL) 2-Sd COMMON EACH END _ � ARC PLUMBING 5i'STEM COMPLIES CHAPTER 24 Ti4ROUGH CHAPTER 32, _ � l2 EI_EOTRIGAL SYSTEM GOMPLIE5 CHAPTER 33 THROUGH CHAPTER 42 RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON EACH END i -� SIMPSON STRON6TIE FLOOR JOIST-CENTER GUT WALL FRAMING ALTERNATE H7 AT RAFTER TO TOP PLATE TO STUD CONNECTION, ® 16"O,G. 0/4 MAX. sAK TOP PLATE TO TOP PLAT(FAGE-NAIL) 2-I6d COMMON PER FOOT COLLAR TIE ! I. ALL LUMBER SHALL BI D.F. #2 OR BETTER UNLE55 OTHERH15E NOTED (U.D.N.) -� FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP TOP PLATES.AT INTERSECTIONS(PAGE-NAIL) 4-Ibd COMMON ,101ST-EA.SIDE FOR TOENAILIN6_ � $ d COMMON NAILST �--''�. - � �`J � h Q� ?_.! ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRAPE (U.O.N.) °STUD TO STUD(PAGE-NAIL) 2-Ibd COMMON 24'O.G. ,eL7E�A� FOR GJ.TO R.R. Ibd COMMON NAILS(FOR 5 PITCH) Q I6 d COMMON NAILS(FOR 8 PITCH) 3.. 51LL5 TO BE FLA5HE:D (TERMITE SHIELD) W/SILL SEAL. SILL TO BE A.G.Q. WOOD HEADER TO HEADER(FACE-NAIL) Ibd COMMON 16"0,6 ALONG EDGES CEILING TIE FOR Ck OF EA.PLATE TO PLATFORM ABOVE- I Ib d COMMON NAILS® I6 O.G. _._..- D/3 MAX. 2- 2" x 6" U.D.N. TOP OF BOTTOM PLATE TO STUD(END-NAIL) 2-16d COMMON PER STUD 4.' ALL JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FOOT 5. DOUBLE HEADERS AND TRIMMiER5 ABOUT ALL OPENINGS. (U.O.N.) END JOIST,OR BLOCKING(FACE-RAIL) 5, DOUBLE JOISTS UNDER. PARA)-LEL PAf:TITION5,POSTS,AND BATH TUBS. (U.O.N) FLOOR, FRAMING AT 5TUP TO FLOOR ASSEMBLY TO STUD CONNECTION a 16"O.G. 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE .A MINIMUM OF 4" BEARING. JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAIL) 4-8d COMMON PER J015T (ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): MAX.D FROM BRIDGING TO J0157'(TOE-NAIL) 2-Sd COMMON EACH END SUPPORT FLOOR J015T-END GUTS � c' ENERGY STATEMENT W/ FOR STRAP- � $d COMMON NAILS®EA END OF STRAP � � 3. ALL RNOOWS TO BE IN CONFORMANCE W/ATTACHED F BLOCKING To JOIST(TOE-NAIL) 2-bd COMMON EACH END MODELS NUMBERS ON PLANS. FOR CL OF FA.PLATE TO PLATFORM ABOVE 8 ®CL of FA.PLATE TO PROVIDE ATLEAST(U WIND01�1 (OR DOOR) Il l EAC-H HABITABLE SPACE FOR 1=MERGENGY BLOCKING TO 51LL OR TOP PLATE(TOE-NAIL) 3-I6d COMMON EACH BLOCK ALTERNATE PLATFORM E3ELOW- L jF2 d COMMON NAILS® I6"D.G. �7 q CONFIGURATION E5(AFE. IN CONFORMANCE WITH N.Y.5. CODE SEC:. R310 MIN OPENING OF 5:7 50. FEET I.EADGER STRIP TO BEAM(PAGE-NAIL) 3-Ibd COMMON EACH J015T (5.0 SCS. FEET ® GRADE LEVEL WHEN GRADE TO SILL 15 LE-55 THAN 44" OR LE-55) W/ JOIST TO LE 06ER TO BEAM(TOE-NAIL) 3-8d COMMON PER J015T D/3 MAX. MINIMUM NET" HEIC+IT 24" AND MINIMUM NETET WID1T� OF, (OPERATION W/O NEED BAND WiSTTG J015T(END-NAIL) 3-I(od COMMON PER JOIST FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5)CONNECTION 0 16"O.G. BAND JOIST TO 51LLL OR TOP PLATE(TOE-NAIL) 2-16d COMMON PER FOOT 10. EXTERIOR WINDOW5 ARE TO BE DE516NED IN ACCOR.DANGE WITH SECTION 8613. FOR STRAP- 3 i3 d COMMON NAILS® EA.END OF STRAP ALL GLAZING SHALL COMPLY WITH 5EGTION R308. ROOF 5HEATHING FOR fH OF PLATE TO PLATFORM E3ELOW- II. 5TAIRWAYS SHALL BE DESIGNED IN AGGORDAN(E WITH 5EGTION5 8311.5 TO R311-5.1 STRUCTURAL PANELS: (SEE 6RAPHICABOVE) I d COMMON NAILS I6"O.G. RAFTER CEILING JOISTS 11.1 T_ MEMOIR ZONE bd COMMON 12"O.G. ° 12 MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE PERIMETER ZONE 8d COMMON 610.0. ° v FRAMED WALL_5,FLOORS, ROOF INSULATION IN ALL F ANI) CEILINGS COMPRISING GABLE WALL EDGE ZONE 8d COMMON 411 E�EMENT5 OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH (OR EQ SECTION N1102. CEILING SHEATHING LTP4 D/3 MAX {- 13. ASPHALT SHINGLES ARI TD BE INSTALLED IN ACCORDANCE WITH SECTION R1105-2. GYPSUM WALL90ARD 5d GOOLET�S 7"EEDGE/lo"FIELD ° (OR EQUAA L) 1- 71 ELECTRICAL: NALL 5HE,ATHING I: ALL NEWLY INSTALLED ELEGTRIGAL WORK: OR APPLIANGE5 SHALL CONFORM TO THE STRUCTURAL PANELS Sd COMMON 6"EDGE/12'FIELD 2 IN.MIN.FROM TOP RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD TYPI!i& 9C 0W AND BOTTOM OF Jo15T - La - � RJ•�IRiTERS CERTIFICATE- UPON COMPLETION PIPE OR CONDUIT � �1 V � 2. GONTP.AGTOR WILL FURNISH A FIRE uranE FLOOR SHEATHING (SUBFLOOR) D(ACTUAL DEPTH) N Ulw 01= WORK. STRUCTURAL PANEL5 3. ELECTRICAL WIRING AND EQUIPMENT TO COMiPLY W/CHAPTERS 33-42 I"OR LE55 8d COMMON 6"EDGE/12"FIELDA'- � v AND I ORAL BUILDING DEPARTMENT. GREATER THAN I" lod COMMON 6" E06E/6"FIELD GUTTING DRILLING AND NOTCHING DETAIL 4. SMOKE DETT::CTION AS PER N.YS. CODE= 5EGTION R313. I-MAX WALL HEIGHT FOR IID/12o MPH ZONE,EXPOSURE B d SPACING a 16"O.G.1514 OF J015T5 tu Q ALL SMOKE: DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. FEET: SEE PLAN FOR ADDITIONAL.SPECIFICATION IF APPLICABLE t W m 5. f=XHAU5T FOR THE GLOTHES DRYER SHALL 13E IN ACCORDANCE WITH SECTION RMI502. tu J- ELEGTRIGAL 5Y5TEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF > �. 6. THE EXISTII v PROPOSER ADG'ITIDN. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. NAILING 4 STRAPPING ® EXTERIOR AINDON/DOOR HEADER FCONDATIONS G®NGRETE AND MA50NARY: TABLE >`<'.301.2.1.2 I ALL F=00TING5 'f0 BEAR UPON FIRM, VIRGIN,UNDISTURBED SOIL. HIND-BORNE DEBRIS PRCTEGTION FASTENING 5GHEDULE Z 2. -50IL ASSUMED TO HAVE A MINiMJM BEARING CAPACITY OF (I)TON/50. FOOT. FOR HOOD 5TRUGTURAL PANELS 3. ;=OOTIN65 TO R.'-::5T A MIN 3'-O" BELOW GRAPE. U.O.N. STEP FOOTIN675 ® 1:2 RATIO NOTE IL � } (I' RI5E: MAX) FA5TENER 5PAGING FASTENING 5GHEDULE B ALL STAIRS, HANDRAILS s Q z d) v 4. ,\ALL5 TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON FASTENER 4 foot 6 foot RAPICN 5 SHALL COMPLY {= Panels an W/ RGNYS SEG. R-311 ~ � � Z OC PLAN5. (1.1.0 N.) TYPE p <panel span <panel span ROM OPENING FRAMING REOUIEREI-ENT5 FOR WINDOW OPENINGS 5. NO BACK F=ILL SHALL BE PLACED A0AIN5T FOUNDATION WALL5 UNTIL_ FIRST TIER OF <4 foot <6 foot <b foot TOP PLATES A (IN ACCORDANCE WITH WOOD f=ROME. FRAMING OR pR.Op F,, BRA,CANG 15 IN,PLACE. CONSTRUCTION MANUAL 2001 EVIT10N1 � o "' >u., o 6. FOOTINGS TO BE O`= POURED CONCRETE OF SIZE SHOWN ON PLANS. 2Y2" #6 1 NOTATION ES ETC. TO BE F':LLED 50L_ID Wl1H CONCRETE. Wood screws 16�� 12° P RzousH A B G D E F BORED PE MAX.MAX )R C FLUES,UTILITIES, OSS DIA.40 PERCENT -� q. ,ALL C f ENING5 FC OF STUD DEPTH ALL GIRDERS WITH REAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" 5PA6E @tu -5IDE5 AND E`05. U.O.N. 2l'2" °#8 12° B E 2'-0° 2 i-2'x 4° I I I I 8. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRESi51VE STRENGTH 0 28 DAYS OF Wood Screws I6I(b G v m 3,000 P.5.1. ALL EXTERIOR MATERIAf_5 TO BE AIR-ENTRAINED. 4'-0" 4 I-2'X 4" 2 2 2 2 Q E SLAB/ EXPOSED SLAB ON GRADE J POURED STEPS. 2-2'x 4 [� 5/8"MIN.TO EDGE Q O 3,500 P.5.1. GARAGE a.This table Is based on 110 mph wind speeds and a 33 foot mean roof height. 6'-0" b -OR� 3 3 3 3 w }- CD 1. CONCRETE 5LAB5 TO RE5T UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH b.Fasteners shall be installed at opposite ends of the wood structural panel. F 2_2 X 4 a�X U HARDWOOD OR 5TEEL HANDRAIL ° 5/8"MIN.TO EDGE 0( Z -1 (3 MINIMUM EMIL. POLY. V'.B. (@ OCCUPIED SPACE) AND WITH REQUIRED INSULATION. c.Nails shall be IOd common or 12d box nails. d.Where screws are attached to masonry or masonry/stucco,they shall be 8'-O" 8 1 2'X 6� 3 3 3 3 W/ I I/2" MIN. FINGER RLR. AND NOT NOTCH MUST NOT Q 0•-- 10. ,ALL 5LAB5 ABUTTING FRAMING FLA5HE0 A5 DETAILED IN PLANS• attached utilizlnq vibration-resistant anchors having a minimum ultimate TO PROJECT MORE THAN 4.5" EXCEED 25%OF II. BRICK VENEER TO BE: ANCHORED W/ (1) WALL TIE EVERY 32" O.G.VERTIGALLY AND withdrawal capacity of 410 pounds. 10-0 10 2-2 X 6 4 4 4 4 � FROM THE WALL. STUD DEPTH (f� EVE�.Y 15" O.G. HORIZONTALLY W/FLASHED JOINT e BRICK LEDGE OR RELIEVING ANGLE 12'-0" 12 -TX 6" 5 4 5 4 w _ IAV WEEP HOLES ® 4'-D" O.G. MAX TO, DIRECT ANY CONDENSATION TO THE EXTERIOR. CHAPTER 3 BUILDING PLANNING BORED HOLES SHALL NOT BE IF HOLE 15 BETWEEN 40%AND 60% D )AMPROOFINr, TO EXTERIOR OF FOUNDATION 5E=GTION 8301 DE516N GRITERIA °` LOCATED IN THE SAME NOTCROCH IN OF STUD DEPTH,THEN STUD MUST BE Z 11 12. APPLY (i) COAT OF A_,PHALTIC BASE SECTION OF GUT OR NOTCH IN DOUBLED AND U MORE THAN TWO FROM FOOTING TO 2" ABOVE FIN15HED GRADE, UNLE55 WET 51TE CONDITIONS EXCEED WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF�"AND A MAXIMUM SPAN JACKS t KIN6E5R -''' STUD �55BO�ARE DOUBLED ~ CODE LIMITS. OF 8 FEET SHALL BE PERMITTED FOR OPENIN6 PROTECTION IN ONE:AND TWO STORY BUILDINGS, WRAPPED Q Z U�1 13. THE MA50NARY CHIMNEY SHALL BE cGid C3 In ON51RXTED IN ACGORDAN(E WITH SECTION RIOOI. PALLS SHALL BE PRECUT TO COVER THE GLAZED OPENIN65 WITH ATTACHMENT HARDWARE 51111 PLATE 1 WOOD STRINGER, PROVIDED.ATTACK-1N- T5 SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL M TREADS, $ R15ER5 BE DE-516NED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE NOTE:CONDITION FOR EXTERIOR AND BEARING WALL5. Q V Q PLUMBING. MEGHANIGAL, FUEL 67A5, A/C: WITH THE PROVISIONS OF THE BUILDING CODE NEW YORK STATE. NOTATION: v i I. PLUMBING TO COMPLY WITH 5.G.D.H.5:. AND THE BUILDING DEPARTMENT. A-NUNB6R OF bd NAILS EA.END OF 51RAPPIN65((TABLE 3.7,P.151) e (TABLE 6A PAGE 316) DRILLING AND NOTCHING DETAIL o Q 0 v Z , 2. 5ITE SANITARY SY5TE15 ARE TO COMPLY WITH 5.G.D.H.5. REQUIREMENT5. B-NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPL•.Y TO DOORS)(FABLES 3.235,P. 143) I I/4" NOSING _ FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL TABLE R3o1.2.2.2.1 U NUMBER OF FULL HEIGHT KING STUDS 0 EA.SIDE OF HEADER(TABLES 3.236,P.113) OF STUDS CL < 3. PLUMBING,MECHANICAL, v ~ Q SECTIONS FOR PLUMBING (ODE (CHAPTER: 25-32),MECHANICAL. CODE (CHAPTER 12-23), DEAD LOAD D-rUNiB>9?OF Ibd NAILS.ETID-NAILED THROIX�FI ADJ/AGETdT KING STUD TO END OF HEADER '�* MINIMUM WIDTH OF STAIRS TO BE 3'-O" AND FUEL 6A5 CODE (,CHAPTER 24) OF N=W YORK SFATE. ®EA.SIDE(TABLE 3.7,P.157) d (TABLE bA PAGE!316) 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE 5GHEDULE 40 THICKNE55 R00F/CEILIN6 ROOF/GELING E-NUMBER OF JACK51W5 0 EA.END OF HEADERS((TOFF f S 3.22F,P.Tal)AS��1ME DBL.HDR STAIR DETAIL DWC NO 5V CAST IRON BELL (HUB) AND SPIGOT BELOW AND THRGUGH C ONC RETE. DEAD DEAD LOAl2 F-NUMBER OF Ibd NAILS END-NAILED THROX-,H ADJAkCENT JACK 5TU05 TO END OF 51LL(5) 5. THE f��C. HEATING/A.G. SYSTEM SHA"LL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF WAIL SUPPORTING 15 P5F OR LE5 25 P5F ®EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3,8,P.151)d (tAE3i E bA PAGE 316) PR01'OSEi17 ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE C.OMPLIANGE. ROOF ONLY L0 1.2 N.T.S. Q ROOF:PLUS ONE STORY I ID 1.2