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Home My WebLink About43456-Z Town of Southold 12/9/2019 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40906 Date: 12/9/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 2565 Vanston Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-6-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2019 pursuant to which Building Permit No. 43456 dated 2/7/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: conversion of existingag_rage to non-habitable pool house as applied for. The certificate is issued to Benjamin,David&Erica of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0002 10/15/2019 ELECTRICAL CERTIFICATE NO. 43456 8/8/2019 PLUMBERS CERTIFICATION DATED 9/26/2019 ert O'Bri o ' ignature o�sv acvTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43456 Date: 2/7/2019 Permission is hereby granted to: Benjamin, David 18 Adelphi Dr Greenlawn, NY 11740 To: convert an existing garage to a pool house as applied for with SCHD approval. At premises located at: 2565 Vanston Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-6-7 Pursuant to application dated 1/25/2019 and approved by the Building Inspector. To expire on 8/8/2020. Fees: ACCESSORY $368.80 CO -ACCESSORY BUILDING $50.00 tal: $418.80 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 I% 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 t 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. j 7 // New Construction: Old or Pre-existing Building: (check on/e) Location of Property: S f d CZ4_2� 4 A6 House No. Street Hamlet Owner or Owners of Property: DdI/10 an i lelt QC Suffolk County Tax Map No 1000, Section ��/ Block Lot 7 Subdivision Filed Map. Lot: ' Permit No. Date of Permit. Applicant: Health Dept.,Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificates (check one) Fee Submitted: $ Applicant Signature CONSENT TO INSPECTION ImIn 'jl, the undersigned, do(es) hereby state: Owner(s) Name(s) That the undersigned(is (are) the owner(s) of the premises in the Town of Southold, located at 9! 6,5 Van 6" &Z, 1,,j�j which is shown and designated on the Suffolk County Tax Map as District 1000, Section d/ , Block_ & , Lot OC) 7 That the undersigned(has) (have) filed, or cause to be filed an application in the Southold Town Building Inspector's Of ice for the following: �y� VCrll !� 0 That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: / 3 (Signature) (Print Name) (Signature) (Print Name) oF sovey®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 o sean.devlin(,S-town.southold.ny.us Coum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Benjamin Address: 2565 Vanston Rd city.Cutchogue st: NY zip: 11935 Building Permit#• 43456 section 1 1 1 Block 6 Lot 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor, DBA: A Team Electric License No: 42324-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 13 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment Notes* Inspector Signature: Date: August 8, 2019 S Devlin-Cert Electrical Compliance Form.xls 4 Town Hall Annexone h leeT r, .�,,.;s; •r• � p (631)765-1802 54375 Main Road yf`t "'" F' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O ta`�(Y v : , } { "•' c-' BUILDING DEPARTMENT :s Sip 3 0 2019 TOWN OF SOUTHOLD 7'. CERTIFICATION i i Date: Building Permit No. Owner: l�'Z,U e 14J 6r k1-Z j d (Please print) Plumber: �el/' ✓��i4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% j lead. I I (Plumbers Signature) Sworn to before me this aG ��au��urnnn day of , 20-19 0 DEC N Gt J �1�` '!� 23 — 20 A I Q' ° p: Notary Public, CoLmt)11i4'RYrPV�ON I i I i 1 OE SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycn765-1802 INSPEC 1-ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION1�� [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE R TANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] E CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: A 2. N4\Aq ?�A _ yo 1"",qu 11 lVD bob x+54 r)o fvq:c u Lvqtk 4& b • DATE _qd*3V 47 INSPECTOR)6L 1�n %�k " �o��OF SOUlyo6 # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: oollolawlk&4 5P rfoadk ovv DATE INSPECTOR woe SOUTy06 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) %-ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION-_ [ ] CAULKING REMARKS: ( .P.f lc&-=.. foh ,!� vT;:(rdI U✓V r GA— DATE INSPECTORYrAOC' r F af soolyo ` # TOWN OF SOUTHOLD BUILDING -DEPT. �ycourm��' 765-1802 -INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. ] FOUNDATION 2ND- [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE&--CHIMNEY [ ] -.FIRE SAFETY INSPECTION [- ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0�'mokpI 1. 40 R, 4u)� amon�_/Q ov'\ t_N&f!!K DATE_ llllql*l INSPECTOR c- M ' ti� y Y ia�, � fi k� � 2 • �� w h � .� ?' « `f. .,�, r , + ,' .n �{.-* F _. .¢ � � "+ �� . .. �� "� K4i: 1 . r r. •^ .. r 1 .. 1 a. r y, ' � �� ' n .�� i. �. - ' 1 � �� ,• - i �► �- �. „� I �'" � � y , y, .. r.',` � Y !� _, � � �� I '� .M . . ._ .. -✓ �,.Y.,, 3, t -,- i �, wy M= r .� ,�� . __ ____ � �A ♦ �� 6 11 ' . i. d � � '�' 1.� y. - i"• !.. •ft l � .• +!' �h d�(.�r }d � +rpm _M ��yr. !'�' � C I v-T � �"_ � .. r • � • • � it CONnVMNTS FOUNDATION (IST-) C Film ROUGH FRAMI • �I r'�� jo,KUM - INSULATION PER N.Y-. STATE ENERGY CODE MEE IIM Tr Wm ADDITIONAL C• „r 1 "”.mol l,,�L� Wo wit t ! o 19" TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ,� Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. S2 G Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 720 Single& Separate Truss Mentitication Form Storin-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration ,20 D �% I DD Building Inspector JAN 2 5 2019 APPLICATION FOR BUILDING PERMIT 3MDE10,", Date 7 , 20 TOWN OF SOUTHULD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to 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 in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the pen-nit for an addition six months.,Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code, ho ' >code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. T 1,2 (Signature of applicant or namK,if a corporation) (Mailing address of applicant) / 7L f0 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ©Uva e4 Name of owner of premises z�-/ D',v/,0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer I Builders License No.- Plumbers License.No. 10 Electricians License No. P Other Trade's License No. 1. Location of land on wluch roposed�vgrk will be done: �� a -5- V�1s�w1G( � House Number Street Hamlet CoaI7T M(v -sec, 111 c% l l f o0 7 Subdivision Filed Map No. Lot 2. State ekisting use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S'lhg� �YJ!/�j J ` h b. Intended use and occupancy_ /IC 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Z0jW41-7" (DescriptioW) 4. Estimated Cost7s, Qd 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t , , 7. Dimensions of existing structures, if any: Front a Rear o? / Depth 3 y Height N S Number of Stories Dimensions of same structure with alterations or additions: Front Rear �. Depth 0 6--t Height Y1©t Number of Stories 8. Dimensions of entire new construction: Front `-)Q Rear Depth i-7-15Z, Height 11 CA- Q Number of Stories , �'1 9. Size of lot: Front O'a- Rear 9-r3- Depth a-� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO_Will excess fill be removed fioin premises? YES NO / a 17Gr✓iV t fid, 14. Names of Owner of premises Address Phone No. Name of Architect AChaI &IM e � Address Phone No Name of Contractor . C;�W Address90 Dpi l l 2 sk// Phone No. lv3/-7 -V R03"7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO k * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. if elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 61�wno'-- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform ve performed the said work and to make and file this application; that all statements contained in this application are true tl best of his knowledge and belief; and that the work will be performed in the manner set forth in the application e Herewith Sworn to b fore me this day of ` COPERDO N State of New York N ,01C 83 Oualifi ns un Term Expires June 18,2 l A' pF SO!/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �® - c®UNTY,�c�' BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: David & Erica Benjamin 18 Adelphi Drive Greenlawn, New York 11740 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 2565 Vanston Road, Cutchoque S.C.T.M. 1000-111-6-7 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction bevond the scope of the approved Building Permit# 43456, issued 2/7/2019. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals, Suffolk County Health Department and the Building Department have issued approvals. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. AT 4/ 2019 k hn J9i'sk' iefn I spector (C rt. Scott A. Russell °50 Ir STORMWAT]ER SUPERVISOR W - MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 l 53095Main,Road-SOUTHOLD,NEW YORK 11971 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TINS PROJI ECT INVOLVE LVE ANY OF THE k'®7GLONVINQ 0 (CHECK ALL THAT APPLY) # Yes No ; [:]r7l A. Clearing, grubbing, grading or stripping of land which affects more q;l than 5,000 square feet of ground surface. I [10 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. ❑�j D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as-depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater 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. (Propei ty Owner,Design Pi ofessional,Agent.Contractor,0(Lel) 1 S.C.T.M. �: D0OO Datc a3 /9 a LstrIct ri, Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Liformatiocc ' !! Reviewed By $ — — — — — — — — — — — — — — — — —3 I i Date: Property Address / Location of Construction Work: ii — — — — — — — — — - -- — — — - -7� / J�� 1 Approved for processing Building Permit. oS (o Stormwater Management Control Plan Not Required. S— — — — — — — — — — — — — — — — — l ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) �# o�S11EFOtq'coGy.. BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD , ` Town Hall Annex - 54375 Main Road - PO 1179- Southold, New York 11971-0959 �� =, Telephone (631) 765-1802 - FAX(631) 7 -9502 roper.richertCa7town.sodtiiold:ny.0 - MAR 2 7 2019 iv APPLICATION FOR ELECTRICAL INSPECTION T. REQUESTED BY: G.�C el�j C C C"nci� _ - Date:` Company Name: an Name: Al - - - - License No.: AL _(� _ email: 0.k Address: (k Phone No.: JOB SITE INFORMATION: (All Information Required) Name: ` Address: - Cross Street: (_p Phone No.: - - - Bldg.Permit#: �3L�S(o -!^ - email: - Tax Map District: 1000 Section: Block: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: (DNO Rough I Final Do you need a Temp Certificate?: YES / NO Issue On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: _ __ A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead #-Underground Laterals 1 2 H Frame Pole Work done on Service? Y N_ Additional Information: PAYMENT. DUE WITH APPLICATION 82-Request for Inspection Form.xis I 4 �4 SURVEYOFPROPERTY LOT 358 a MAP OF SECTION D NASSAU POINT CLUB PROPERTIES, INC. RESIDENCE PUBLIC FILED:5-7-1926— MAP #806 LOT 357 CATER � ka6� 0.2'N S84016'30"E SITUATE ; NASSAU POINT (LITTLE HOG NECK) LID kg°56 Gy 6' STOCKADE FENCE a TOWN OF SOUTHOLD `-- 6 INo.s's o� ay 309.32 SUFFOLK COUNTY,• N.Y. � 0.2'N o� aH R 8' WIRE 0.2'N SURVEYED: NOV. 11, 2015 o/y hFg0 Ag N FENCE 00 _ MON.FND. UPDATED: DEC. 11. 2017 \°'R oy x101 y SERA PROP. GOUT pROP05 s's�—� Q C�ANOUi SS j SSs k�� 24-T 3 � 0 LD NOTES: - - - o \ ss--0 Ss--- 10' MSN; SE r v w o METAL o RES. P 2. LOT O AREA PERTY K29 633NOWN ASO.FT (0.681S TAX MAP# ACRE(S)) 06 007 0 �� \off °gag k�0 PR OSE w�-�� z N GARAGE co 3. THIS SURVEY WAS PREPARED USING A TRIMBLE IN C) `D S3 ROBOTIC, TOTAL STATION. W 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS �� 30.0 �' PART OF THIS SURVEY. ASPHALT DRNEWAYk04%3 + % I 5. ELEVATIONS REFER TO A NAVD88 DATUM. � k1,303 ac11'�Ag U i kg°°° 1!g �- U% o 5a L& 358 O W kg �� k�°g i POOL D.W. O STANDARD NOTES: ' 1. COPYRIGHT 2012 MICHAEL K. WICKS LAND SURVEYING ' `N p2�JZ G3 - + m 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SL'LR.'EY MAP BEARING A O w S. 1 ao j 28x40 IN 28.7 ROT OP fr' SUBLICE-DIVISION 2SED LAND, OF NEW YORK STATE EDUCATION LAW. URVEYOR'S SEAL IS A VIOLATION OF�ION 7209, y pROX' O s GROUND POOL 388 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYORS EMBOSSED SEAL OARE WORK AND INOPINION.E TRUE AND CORRECT COPIES OF THE SURl11'OR'S ORIGINAL c SEP�C Q� 4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP S0fiFY THAT THE MAP Yd (� ��1 'I WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF �C//� 0Z o 0 1a O� ASSOCIATION OFPRACTICE FOR �PROFESSSSURVEYS ADOPTED AL LAND SURVEYORS, STATE INC.C.INE CERTIFICATION IS , j 9J� N k11�' O LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURV0-MAP IS PREPARED, �°g G° O 0.9'N TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY.AND TO THE - \°5;L4- o0 0.9'N � 8' WIRE FENCE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEB MAP r 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. kg5O1 kg MO .FND. 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE i 9 O NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED I ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOW.THE 3 MON.FND. 299 IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED 5Y THIS SURVEY kg2�5 58931 00"W LOT 359 i 7. THE OFFSET(OR DIMENSIONS) SHOWN HEREON FROU THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE ASD USE AND THEREFORE ' RESIDENCE PUBLIC WATER ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCM RETAINING WALLS, " POOLS, PATIOS PLANTING AREAS,ADDITIONS TO,BUILDING%AND ANY OTHER TEST HOLE TYPE OF CONSTRUCTION. COPIES OF THIS SURVEY MAP NOT BEARING THE Lel] SURVEYORS INKED c NOT TO SCALE i OR EMBOSSED SEAL SHALL NOT BECONSIDERED TP:BE A VALID COPY. 0. GRADE _ — EL 105.00 ; F DARK BROWN LOAM OL } Ta "E°� c BROWN SILTY SANG SM % J® PP��a c CZ PALE BROWN FlNE TO COARSE SAND SW F 10'— I I sv$ < " c ®e�'o OZ19 kt5" ,' LAND svn` Lir f 15'- - MICHAE ,IF XS, P.L.S. #50390 Y iC 20, ;. MICHAEL K licKs NO WATER ENCOUNTERED LAND SURVEYING �- 200 BELLE VIEW AVENOX ' Road X.CENTER MORICHES, NEIL Y0� 11934 C VOICE. 631.874.0156 - FA - 63L909.3845 t0 � RECORDS OF RICHARD C. DffiKE CarrlrtbTb HEALTH DEPARTMENT USE ONLY SCALE: SURVEYED BY: DRAWN BY: SHEET: 1"=30' A.C./B.W. A.C. 1 OF 1 c 1z7 # , ' i 2.LN OCT 2 3 2019 1000-111.Op_06.00-006.0m 8.911 TiA]I. LAND No 1.N S » E 84°16'30 V� ALVARO °R�RLUY > e`y EIRE FENCE 0.8N 2495 VAN59Y1NROAD -CUF07CHO ,x~ j n t .ys. FyTICE FENCE GU$ 0 I 20 0.2N POIx FENCE '10K 1-79 r•.��• ••� 1.79 p.2N � STOCEAITE > � FENCE w o�-+ \ gENCE STOCEADE FENCE (1 q > � F 0.25 IRREGULAR FIRE 0 eN 309.32 FENCE $r W \ \ � — FENCE _E0.55 c a Fes• �� E E V—�f_v�v O � X09 z o o°`vo n� /30.4 6� I+Y•0�� E oa a Boa I 10.71 oL d, acyu� FS- > ^ 2r, / wa �w s H- O►'7�� x 0.51 r R7 > J may r � � c 'S 5' 6�0 30.4 6°''� w o S 0 ,� .5 p wk`s m� s�' �s � VINYL FENCE " 2T. N �►1 O / ° tcv S Ww. �� 149 IFEN.oNCE w m v ;x 29.5 IN-GROUND ,,4' 5p5,- tip° / SWIMMING POOL 0 > O / 6 i ` 3O.Oa4o.O O o 0 I z J �/ -/ -\ 5 Zia U1 m o o a „ov^ m I -x47.0 Cit FENCE -'z d / °j / ON y00. � FENCE yam• CE .-i FEN I+ENCE C'7 C� 1• o,• � 3.4N F �-+ GO 0.712 "+ � 14.011 g� �I IRREGULAR FIRE FENCE M4N� 9 �L� S 89°31'00" W 299.00 �' _ w � 1000-111.aa—oa.00—ooa.oao > a LAND NOY OR FORMMY 0 JENNIFER AC'THOMAS ELV[DGE � w O 2745 VANSTON,ROAD. CUTCHOGUE c7 w � SANITARY AS-BUILT: (a PER BUILDER) -1,500 GALLON SEPTIC TANK. -(2) 8'0-DIAMETER X 12'0"DEEP LEACHING POOLS. tl I _ NOTES: CARRGTON R �0 .NATER LIVE LOCATION AND UNDERGROUND ELECTRIC LINE AS PER BUILDER. •SEPTIC SYSTEM AND SANITARY LINE LOCATION AND INFORMATION AS PER BUILDER. •POOL DRYWEL.L LOCATION AS PER OWNER. •EIT73TENCE OF ANY EASEMENTS SHOULD BE VEWIED BY A COMPLETE TITLE SEARCH. •LOCATION OF UTII=UNDERGROUND ARE AS PER MAU-OUT BY UT[IM COMPANIES. •SURVEYOR LS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES OR SIRUCTUIZ UNAUTHORIZED ALTERATION OR ADDITION DRAPING INFORMATION: OWNERS: SURVEY OF LOT 358 TO THIS SURVEY IS A VIOLATION OF o , EDUIONCATION 72A OF THEN F YORK SURVEY i ,�,; ' 't`G.E'`C{�� LISA l�icQUII,KIN AS SHOWN ON MAP OF EDUCATION IaTI COPIES A THIS SURVEY SCALE: 1"-30' DAVID BENJAMIN f �' MAP NOT BEARING THE LAND SURVEYORS �°� l,p r INKED OR TO E A SEAL ARE NOT DRAWN BY: J.A.M. ERICA BENJAMIN .� - = P + NASSAU POINT CLUB CONSIDERED TO HE A TRUE PERT COPY f+,r• -o LAND SURVEYING PROPERTIES, INC. DISTANCES SHOWN FROM PROPERTY LINES Ii'�i' No.: Q050-18 ►"` � f-" TO EXISTING STRUCTURES ARE FOR A 3 '•d '„ � ' SPECIFIC PURPOSE AND USE,AND ARE NOT MARCH 5, 2018E: t _ INTENDED TO GUIDE IN THE ERECTION OF DATT �X�� FENCES OR OTHER STRUCTURES REVISED: AUGUST 15, 2018 PROPERTY INFORMATION: �ku y - , 274 EAST MAIN STREET NSECTION DN CERTIFICATION INDICTED HEREON SHALL EAST_ISLIP, N.Y. 11730 FILED: MAY 7, 1926 — MAP No: 806 RUN ONLY 1b THE PERSON FOR BE THE •-JY,r� SURVEY IS PREPARED AND ON HIS BEHALF, REVISED: DECEMBER 21, 2018 ` � O� TO Y,ORAG L FINAL SEPTEMBER 26, 2019 AREA: 29,632.34 Sq.Ft• = 0.6803 ACRES �� a �,L� r�� TEL: 631-277-3605 AT CUTCHOGUE, TOWN OF SOUTHOLD GNEES OF THE ' Ste ,OWNERS ELEVATIONS IN NAVD88 DATUM r'Vs�D AMD `�� FAX: 631-277-3906 SUFFOLK COUNTY, NEW-YORK INSTIMIONS OR SCTM: 1000-111.00-06.00-007.000 2565-VANSTON ROAD, CUTCHOGUE TEST HOLE BY. R0ftV;!-_ nn� MCDONALD GEOSCIENCE Dy, c C, 'S If" 0FCG;a,.'�3,Tr0j"_-T_0NFaRA DECEMBER 4, 2017 "I Y 0 �1j DEN C Ta-AE�•D vzi Fl�y _EL V.1 OL DARK BROWN LOAM. 4oN KL 61.1 SM BROWN SILTY SAND. 20 IN G�l EL 59.1 IN !' �4C—IrAZ—j .Lu 1000- /40AN 1JI-00-06 00-006.000 vml on i I 'PAIX BROWN FINE O!MY 0.814 aVARO Ail,ic, c'vz%,D SW TO COARSE SAND. CE -nNCE CE cy 2495 "W'TO4 ROAD, CUTCROGUR 2.2N 00 T 017AL LrLAX'9',Jl bs 10 EL 45.1 7.0% 1.7z 100212LIN 4N s 0 QST 7 .2 PpRCOVAL cl I Fw 6 o.2s IRREGULAR WIRE nNcF-\ @'p- -U > ovi 309-32 4 V-4 c_� C? 6 f: +TH Cb 'z<7301 24.3 S 0 00 —S fQ.4 52 0.6S wg s 0 ma�' I I 00.-.5 A % .51 E rg s MCDOD DEC s P:�4 s fig E3 C) pf, C�l fM� 30 P7 IP t;%,w0 tin 15 INTROO&D 29.4 "14 =E— cW. 5 ING POOL ca 3Ot? SWIMMING (=> 2. f qa pa 0 Cb cli -4 30 .e50.311;l Oaw f NIRREGULAR WIRE FENCE MON. S 89"3100 W L D TELLING 299.00 Pl.BLIC WATER do t-i,i,-z ic,rz c,'3 X S. 1000-111,.00-06.00-008.000 44 1 , LAND NA,OR FORMERLY JENNIFER,:&THOMAS ELVIDGE 2745 VANST:,N ROAD, CUTCHOGUE 4 `—SAMARY DESIGN: BACK OF FRONT OF HOUSE POOL HOUSE (FIVE BEDROOM SYSTEM) FRONT OF FF 70.3 -1,500 GALLON SEPTIC TANK. FF 67. F-El, 66.1 EL 69.7 1 HOUSE -(2) B'O"DIAMETER X 12'0"DEEP LEACHING POOLS. SEPTIC as 1 70.3 -AREA FOR 50% FUME MANSION. 4"OSDR 35 PIPE TANK (TYPICAL) NOTES: 7\_INV INV 67_177 67.7 -EWTING SANITARY LOCATION PROVIDED BY OTIM. \-W 60.4 1 �R_GTON ROAD 1.1 an —Y, IT -EXISTING SANITARY SYSTEM TO BE PROPEFlY ABANDONED ACCORDING TO SCDHS STANDARDS. MIN. -EX=G WATER LINE LOCATION AS PER OTHERS. EXACT LOCATION TO BE VERIFIED. LN ALL SURROUNDING DWELLINGS iffiHN 150.OfL HAVE PUBLIC WATER. -THERE ARE NO WELLS WITHIN 150.OfL OF THE SUBJECT PROPERTY. UNAUTHORIZED ALTERATION OR ADDITION DRAWING INFORMATION: NEW TO THIS SURVEY IS A VIOLATION OF yo SURVEY OF LOT 358, SECTION 7209 OF THE NEW YORK SPATE EDUCATION IAA.COPIES OF THIS SURVEY M MAP NOT BEARING THE LAND SURVEYORS SCALE: 1"=30' lJSA McQUILKIN AS SHOWN ON MAP OF INKED OR EMBOSSED SEAL ARE NOT CONSIDERED TO BE A TRUE VALID COPY DRAWN BY: J.A.M. &J, v + LAND SURVEYING + NASSAU POINT CLUB DISTANCES SHOW FROM PROPERTY LINES TO EXISTING STRUMBES ARE FOR A, FILE No.: Q050-18 t SPECIFIC PURPOSE AND USE,AM ME NOT DATE: MARCH 5, 2018 PROPERTIES, INC. INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER SmUCTuREs REVISED: AUGUST 15, 2018 PROPERTY INFORMATION: CERTIFICATION INDICTED HEREON SHAM 274 EAST MAIN STREET -SECTION DN RUN ONLY TO THE PERSON FOR WHOM THE SURVEY is P REVISED: DECEMBER 21, 2018 EAST ISLIP, N.Y. 11730 FILED: MAY 7, 1926 - MAP No: 806 CPARED ON Or 09 GENcX TO THE AREA: 29,632.34 Sq.Ft. 0.6803 ACRES TEL: 631-277-3605 AT CUTCHOGUE, TOWN OF SOUTHOLD HEREON AND To THE 1 0 OS LENDING INSTITUTION FRI NGT LE TO ADDITIONAL ZONED "R40" RESIDENCE FAX: 631-277-3906 SUFFOLK COUNTY, NEW YORK INSTITUTIONSOR SUBSEQUENT OWNERS ELEVATIONS IN NAVD88 DATUM SCTM: 1000-111.00-06.00-007;000 LL I. zullr 7 2565 VANSTON ROAD, CUTCHOGUE 7 ✓ � gENCE N S 84016230 1000-111.00-08.00- " E ANO. OR Fo$�Y p K 2485 V= U95 i e`� TYLER FENCE (0.814 N$p®p� CUTCHOGUE F26NCCE FETICE O 0'2N POLE 0.41 > 7.OW 1.7E 0.2N \ STOCKADE FENCE \ FpENCE STOCKADE FENCE- 18 w 4' o.2s 1$$EGUWFENS N E 309.32 Fo� > O? 0.5E to —E y oo 30.4 24.0 �E — v n� i. . / f o oaza+a A FENCE �6 �E J/J�U o w w o's`s w osF 10.7E F� �-'� a" Oho 0.5v �'z o� IwA _s a� - max �p o � > J 0h r`f" �`�''d1`{'c►, o oy 's S 6�0 3U.4/ 6°''� cc I p 123.5 o W , s i t —s vuJrl FENCE N J �� a ' GT. cz,tf3 tl3 s ' til.W v a o 1 CE 12.01( -44w C, m c� _` 9 o a P w o U7 �*^ c P2 o - z d� r mu SWIMMINGG POOL '4 m i c `> O 30.0240.0 ca �\ �h5�� w ro I F €�6 J 1`P' 47.0 ��' ��o ® .,,, � o v SCE 6yj FENCE FENCE ry � f r 0 r^ $ yo- 3.4 0.3N 0.712 ..-1 p p ` F! v 14.0 MON IRREGULAR WIRE FENCE ZULU .oCIDn ® � � � �.� �� S 89°31'00" W 299.00 3y`, rfi I n a wo ' 1000-111.00-08.00-008.000 1> y LAND NON OR FORMERLY O 6i JENNIFER & THOMAS ffiAIDGE �a 2745 VANSTON ROAD, CUTCHOGUE CCD ; CD S � F � 9 S' SANITARY AS—BUILT: CD 11no (As PER HUan ) n g j > -1,500 GALLON SEPTIC TANK. W � ��, .� -(2) 8'0-DIAMETER X 12'O-DEEP LEACHING POOLS. i Ian T9 Q� L It CD CD0 t a �! m �'I ® � 6=, GTON ROAD NOTES: d •WATER LINE LOCATION AND UNDERGROUND ELECTRIC LINE AS PER BUILDER. •SEPTIC SYSTEM AND SANITARY LINE LOCATION AND INFORMATION AS PER BUILDER. � � •POOL DRYWEIL LOCATION AS PER OWNER. •EXISTENCE OF ANY EASEMENTS SHOULD BE VERIFIED BY A COMPLETE TME SEARCH. in LOCATION OF UTILITIES UNDERGROUND ARE AS PER MARK-OUT BY UTHITY COMPANIES. •SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND UMIM OR STRUCTURES. UNAUTHOIDZBD ALTERATION OR ADDITION DRAWING INFORMATI,QN:, --_ OWNERS: _ _ TO THIS URYEr H A Eff YORK TA = O'�3� 1'p AS SHOWN ON SURVEY OF LOT MAPS OF MSECTION 7209A OF THE NEIL YORK STATE ��'^�' '-`�' r• C LISA McQUILI�IN AP NOT TAW.G THE OF SU SURVEY �— 1 E"�--e'� NASSAU POI NT CLUB MAP Nor eEAaDaC THE LAND THIS SCALE: 1 —30 > DAVID BENJAMIN w, ,�N QU INKED OR EMBOSSED SEAL ARE NOT DRAWN BY: J.A:M. �,�®� _ "ERICA BENJAMIN A 4� ._ - 1 DISTANCES S TO BE A TRUE VALID COPY ' /�. _ r LAND SURVEYING PROPERTIES INC. DISTANCES SHORN FROM PROPERTY LINES FILE No.: Q050+18 .�30 2 TO ffiSTING STRUCTURES ARE FOR A r z s SPECIFIC PURPOSE AND USE.AND ARE NOT DATE: MARCH tis, 2018 �, a = -^r �` + INTENDED TO GUIDE OTHER TRE EMMON OF �?m <- ,T I " q �ss - 274 EAST MAIN STREET NSECTION DN EENC T OB NDCTSTRUCTURES. S. REVISED:ISED: AUGU5T`15--._2018 �_'� s- PROPERTY INFORMATION: CERTIFICATION INDICTED HEREON SHALL � 1` �';3'�-- RUN ONLY TO THE PERSON FOR.WHOM THE ; ` � - _� EAST ISLIP N.Y. 11730 FILED: MAY 7 1926 - MAP No: 806 SURVEY IS PREPARED AD ON HIS BEHALF, REVISED: DECEMBER 21,-2018--Y`"f,_r <�-" To THE COMPANY OR AGENCIES LISTED _��= 632.34 S Ft. = 0.6803 ACRES r �� TEL 631-277-3605 AT CUTCHOGUE, TOWN OF SOUTHOLD HEREON AND TO THE ASSIGNEES OF THE FINAL SEPTEMBER 26, 2019 AREA: 29, q. �y i LENDING INSTITUTION CERTIFICATIONS ARE ELEVATIONS IN NAVD88 DATUM ®5 FAX: 631-277-3906 SUFFOLK COUNTY, NEW YORK LE TO ADDITIONAL INNOT STTTUTTIONNSR OAR SUBSEQUENT OWNERS i' g`�'S> S�� SCTM: 1000-111.00-06.00-007.000 L A 40 2565 VANSTON ROAD, CUTCHOGUE REScheck Software Version 4,6.4 "Nf Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: SCHWIEBERT HOUSE Mark Schwartz,Architect 1075 MILLCREEK DRIVE P.O.Box 933 SOUTHOLD, NY Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Envelope Assemblies -Gross Area Assembly or Cavity Cont. U-Factor U A- Floor 1:All-Wood joist/Truss:Over Unconditioned Space 198 0.0 21.0 0.040 8 Ceiling 1: Flat Ceiling or Scissor Truss 198 0.0 21.0 0.040 8 Wall 1: Wood Frame, 16"o.c. 434 0.0 13.0 0.057 21 Window 1:Wood Frame:Double Pane with Low-E 38 0.320 12 SHGC: 0.30 Door 1:Solid 20 0.280 6 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in RESScc/heck Version 4.6..4'and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. oz/Z' Name-Title Signature� !VtsC, � Date Project Title: Report date: 02/01/19 Data filename: Untitled.rck Page 1 of 1 GENERAL NOTES: ELECTRICAL NOTES: Table R401 .4.1 (G) 1. THE ARCHITECT / ENGINEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE 1. ELECTRICAL CONTRACTOR TO COORDINATE W/ OWNER & OTHER TRADES. (C) 34. IF PROPERTY IS IN WIND-BORN DEBRIS REGION ALL GLAZED OPENINGS SHALL SUPERVISION OF THIS PROJECT. �E) E) 2. ALL ELECTRICAL WORK IS TO COMPLY WITH NEW YORK STATE, NATIONAL ELECTRICAL CODES, HAVE IMPACT RESISTANT GLASS AS PER (SECTION R301. 2. 1. 2), T A B L E R 401.4.1 (G) 2 REQUIREDIT IS EAPPROVALSILITY OF THE AND PERMITSCFFROMAANOYRTO FILE FOR AND AND ALL GOVERNING AGENCN ALL AND NATIONAL FIRE PROTECTION IES ES HAVING FLOOR UNLESS OTHERWISE NOTEDASSOCIAl10N. CONVENTIONAL OUTLETS TO BE 18" ABOVE FIN. PROVIDE WOOD STRUCTURAL PANELS OVER ALLRGLAZED OPENINGS AS PER LOAD-BEARING �� v S D - \ C JURISDICTION OVER THIS PROJECT. (E) 3. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE. (SECTION R301. 2. 1. 2), (EXCEPTION) OF THE RESIDENTIAL CODE OF NEW YORK STATE. CLASS OF MATERIAL (pounds per sq. ft.) (G) 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL (E) 4. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WIRING SHALL BE U.L. CERTIFIED WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH AND A CRYSTALLINE BEDROCK 12,000 CODE AND ALL OTHER APPLICABLE CODES, LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES. MAXIMUM SPAN OF 8 FEET. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE SEDIMENTARY and FOLIATED ROCK 4,000 OF THIS PROJECT. (E) 5. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC, TELEPHONE, ANTENNA AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT SANDY GRAVEL and/or GRAVEL(GW and GP) 3,000 2 5 6 5 V A N S T 0 N R 0 A D (G) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND CABLE T.V. SERVICE WIRING AS REQUIRED. WITH GLAZING OPENING. PANELS SHALL BE SECURED WITH NO. 8 SCREWS AT 12 " O.C. SAND, SILTY SAND, CLAYEY SAND, SILTY EXISTING CONDITIONS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE E 6. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS MINIMUM 1 1/4' PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. GRAVEL and CLAYEY GRAVEL 2,000 . EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT ( ) OF CHAPTERS 34-43 2015 INTERNATIONAL RESIDENTIAL CODE (C) 35. ALL NEW WINDOWS SHALL HAVE A MINIMUM (DP) DESIGN PRESSURE RATING OF 30. (SW, SP, SM, SC, cM, and cc) U^ / ENGINEER OF RECORD SO THAT CORECTiVE STEPS CAN BE TAKEN. C 36. PROVIDE JAMB CLIPS AS PER MANUFACTURES SPECIFICATIONS AND SLAY, SANDY CLAY, SILTY CLAY, CLAYEY Z (G) 5. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. CONTRACTORS (E) 7. INSTALL NEW EXHAUST FAN AT LOCATIONS NOTED. MINIMUM 50 CFM OR OTHERWISE NOTED. ( ) (SECTION R609.7) OF THE INTERNATIONAL RESIDENTIAL CODE. SILT, and SANDY SILT 1,500 CUTCH 0 G U E NY EQUIPPED WITH METAL WEATHER HOOD, BACK DRAFT DAMPER AND INSECT SCREEN. (CL, ML, MH, and CH) Z ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. FANS LOCATED IN WALLS TO LIE FLAT (A MAXIMUM 2" EXPOSURE), THOSE MOUNTED IN (C) 37. IF SOLID 2" X 4 MULLION IS NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS 9 O 6. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. ROOF TO BE PROPERLY WEATHER-STRIPPED AND COUNTER FLASHED AS PER SECTION M1507. ON ALL NEW WINDOWS (AS PER SECTION R609.8). TabIe R403.1 W �G) G) 7. OWNER/BUILDER RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF ALL STRUCTURAL STEEL TO BE A36 STEEL AND SHALL CONFORM TO A.S.T.M. SPECS. I W Z) OCCUPANCY OR COMPLETION, OR U.L. APPROVAL. PLUMBING & MECHANICAL NOTES: GARAGE T O P O O L� HOU SE C _u) EGRESS WINDOW NOTES: TABLE R 403.1 (q (G) 8. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. (P) 1. PLUMBING CONTRACTOR TO COORDINATED W/ OWNER & OTHER TRADES. w _ (G) 9. OWNER IS RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. (P) 2. BATHROOM AND KITCHEN FIXTURES TO BE AMERICAN STANDARD, KOHLER OR EQUAL R310.2 - MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL LOAD-BEARING VALUE OF SOIL(PSF) (G) 10. NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE (P) 3. ALL PLUMBING WORK SHALL COMPLY TO THE INTERNATIONAL RESIDENTIAL CODE AND ALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET �,__•_-1 1-_ � Z OTHER APPLICABLE CODES, LAWS.RULES, REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 1,500 2,000 3,000 4,000 :� 1--�-�- --�� --- •tU,-R O BUILDING PERMIT. � ��Id3TI31� s:a. P 4. PROVIDE ALL NECESSARY VENTILATION AIR INTAKE AND EXHAUST AS INTERNATIONAL RESIDENTIAL CODE SQUARE FEET. CONVENTIONAL LIGHT FRAME CONSTRUCTION " 7`�t G 11. ALL LUMBER IS TO BE A MINPMUM OF DOUG FIR CONSTRUCTION Fb=1000 FOR REPETITIVE ( ) ( } CesE� N z o C ( ) AND EQUIPMENT MANUFACTURES SPECIFICATIONS. R310.2.1 - MINIMUM OPENING HEIGHT. THE MINIMUM NET OPENING HEIGHT SHALL BE 24 INCHES i �� o �z��i W MEMBERS WITH E = 1.4 OR BETTER. (G) 12. THE CONTRACTOR SHALL TAKE. ALL NECESSARY PRECAUTONS TO SAFE GUARD THE EXISTING (P) 5. HEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITH THE R310.2.1 - MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 1-STORY 12 12 12 12 �fi91; j X, rn =a`g;1 u OWNER'S H.V.A.C. CONTRACTOR PRIOR TO COMMENCING ANY WORK. INCHES. 2-STORY 15 t2 12 12 �W. ^'.i ' 000.90 S Ac = °"� =>=;5° RESIDENCE AND CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. Y. 00*ZB �' y a �s (P) 6. PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS R310.2.2 - WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL 3-STORY 23 17 12 12 Wo h2 A � ooa (G) 13. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE T��s3 3'-'n�ss r r �, =C w: OF CHAPTERS 23-33 OF THE INTERNATIONAL RESIDENTIAL CODE. HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. ��_ 3<Sit x;�:laTd�s ;•Bag, o ;,,x M- EXECUTiON OF THIS WORK TO ITS ORIGINAL CONDITION. (P) 7. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS 4-INCH BRICK VENEER OVER LIGHT FRAME or 8-INCH HOLLOW CONCRETE MASORNY 1-� s � :r.. E-Cu W A' �T (G) 14. THE DRAWINGS ARE NOT TO BE SCALED - FOLLOW DIMENSIONS ONLY. "',, •¢ Z v a fi F OF CHAPTERS 12-23 OF THE INTERNATIONAL RESIDENTIAL CODE. a• �_ -, .-.� o (G) 15. NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND 1-STORY 12 12 12 12 � ��c c O r- ae P - W APPROVAL OF THE ARCHITECT / ENGINEER OF RECORD. (P) 8. FUEL GAS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS `L � �` .,0'3101s,:0- °' O - a+ � g``L s x ~ OF CHAPTER 24 OF THE INTERNATIONAL RESIDENTIAL CODE. 2-STORY 21 is t2 12 a3t a1 s�cwn .� cn W 1 t r.r �( (G) 16. CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANCY AND AN ALL WINDOWS TO BE SUPPLIED BY THE FOLLOWING MANUFACTURERS AS NOTED ON PLAN. c� aStis �'e "' ' O f- 3 P 9. THE LICENSE PLUMBER, ELECTRICIAN, AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE ALTERNATE SUPPLIER UPON CLIENT'S REQUEST 3-STORY 32 24 1s iz �; 0 CQ Z =p o 0 ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. ( ) a> 8 i;; 0 THE MODIFICATIONS AND/OR REPLACEMENT OF THE EXITING SYSTEM. 8-MCH SOLID or FULLY GROUTED MASONRY C 0'L r � c C <a?s (G) 17. ALL WALLS DESIGNATED TO BE REMOVED ARE ASSUMED TO BE BEARING WALLS AND THE (P)10. NO PLUMBING TO BE IN EXTERIOR WALLS. ANDERSEN WNDOWS,INC c f, a � F,� 2�v o s Z SURROUNDING AREAS MUST BE SHORED AND BRACED PRIOR TO ANY REMOVAL. 100 FOURTH AVENUE NORTH 1-STORY i6 12 12 12 .3 Q o �o rw <.-a� . (G) 18. ALL DESIGNS/DRAWINGS ARE PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL COMPONENTS / CLADDING / FINISH NOTES: BAYPORT, MN 55003-1096 _ - O " cry "c"`P 2-STORY 29 21 14 12 y o. �j•C p W d Es] �"C0 AUTHORITIES. NO WORK TO BEGIN UNTiL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED. C 1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, 3-STORY 42 32 21 t6 ._' V✓00 Z�,T . `�N E s t� ( ) CONFORMS TO AAMA/NWWDA 101/I.S. 2-97 > W c5a ti . Zc O Q ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR DELAYS IN APPROVALS BY THE PERMASHIELD WITH INSULATED GLASS, SCREENS AND LOCKS. SIZES AND TYPES AS SHOWN ON PLANS. I zo I s M I I � n r 9 ABOVE MENTIONED AUTHORITIES. ALL GLAZING WITHIN 18" FROM FINISH FLOOR TO BE SAFETY GLASS ALL WINDOWS ON PLAN TO HAVE A R.O. OF V-10 1/2" TO BOTTOM OF HEADER UNLESS ; E4 (G) 19. CONTRACTOR SHALL DISCONNECT , CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY OR ( ) C 2 ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK, STANLEY OF EQUAL OTHERWISE NOTED. E'4 UNLESS OTHERWISE NOTED. SIZES AND TYPES AS PER PLANS. UTILITY LINES IN AREA OF NEW FOUNDA11ON (CONSTRUCTION) AND SHALL USE HAND •eT = (C) 3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSULATION WITH SMOKE CARBON MONOXIDE DETECTOR NOTES: y\ EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND U11U11ES AND SERVICES. IF ANY LINES INTEGRAL VAPOR BARRIER ON WARM SIDE .CARE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER ' �' �°�W eu d - W SHALL BE INSTALLED AS PER THE 2015 INTERNATiON RESIDENTIAL CODE - SECTION R314. i i K `ti`1 � W U ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN C 4. R-VALUES ARE SHOWN ON DRAWINGS. ALL SMOKE DETECTORS TO BE UNE VOLTAGE WITH BATTERY BACK-UP AND WIRED G, aR>� rn Q EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. �C) 5. ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD, COVER WITH ALUMINUM OR VINYL IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL EACH FLOOR ; ss= r V W W Z (G) 20. ENGINEER AND CONSULTANTS SHAD- NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT (PROVIDE VENTILATION CONTINUOUS VENTILATION AT CATHEDRAL CEILINGS). LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN i o a C' `r' Q 0 BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR (C)6. CONSTRUCTION AS NOTED COMPLIES WITH ENERGY CONSERVATION AND CONSTRUCTION CODE of NEW SMOKE DETECTOR. ALL HALLWAYS ADJACENT TO BEDROOMS MUST HAVE A SMOKE DETECTOR. ; a r- W PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, YORK STATE CONSTRUCTION OF THIS PROJECT. ALINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOACTED AT EACH LEVEL OF I o (Y F- Ur SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER AND (C) 7. ALL INTERIOR DOORS ARE TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE. r 2 I;:P6 I � co O CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE OR FAILURE TO (C) 8. WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND THE DWELLING, INCLUDING A BASEMENT or CELLAR. y :,t '+stR W Z Z 2 CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL WEATHER-STRIPPED. 2i � °'u1'i S]L'a�s , NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, (C) 9. ALL GLAZING WITHIN 36" FROM THE TOP OF STAIRS AND LESS THAN 60" FROM WALKING SURFACE ALL LUMBER TO BE A MINIMUM OF DOUG FIR CONSTRUCTION NUMBER 2 OR I x ` N / sostao>sa � _ ! Q t-- SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING TO HAVE SAFETY GLAZING, AS PER SECTION R308.4. BETTER. MINIMUM F, 1000P.S.1. - : ✓ � I O � 1n Z) LO I PORTIONS OF THE WORK. (C) 10. ALL GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND (G) 21. THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS, SHOWERS TO BE SAFETY GLAZING,AS PER SECTION R308.4. TO PREVENT GALVANIC CORROSION ALUMINUM AND COPPER SHALL NOT BE IN DIRECT I to I (, W N U CONTACT WITH EACH OTHER, THIS INCLUDES COPPER PRESSURE TREATED WOOD (ACO). ; I ?� „ m N CODE/ZONING DEFICIENCIES AND/OR NON-CONFORMING USAGE'S. (C) 11. ALL GLAZING (WINDOWS) WITHIN BATHROOM FIXTURE ENCLOSURES TO HAVE SAFETY GLAZING, and OTHER COPPER WOOD TREATMENTS. WHERE USED (IE: PLATES and SILLS IN '� 1` � �- z (G) 22. THE PROPOSED ADDITION SHALL NOT CAUSE THE EXISTING MECHANICAL SYSTEM (HEATING AND AS PER SECTION R308.4. CONTACT WITH GRADE) ALL FASTENERS MUST BE STAINLESS STEEL INCLUDING NAILS. t truQnw it, i : . PLUMBING)_AND ELECTRICAL TO BECOME UNSAFE, INSANITARY OR OVER LOADED. (C) 12. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. PROOF OF PRODUCT MUST BE SUBMITTED TO INSPECTOR AT JOB SITE. t -, `<w 1- I (G) 23. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERTIFICATES. 13. PROVIDE 1 1/4" WOOD CLOTHES ROD IN ALL CLOSETS. R� 01�'' - I f CONCRETE & STEEL NOTES: �C� C14. PROVIDE GUTTERS & LEADERS, GUTTERS TO BE SEAMLESS TYPE, LEAD RAINWATER AWAY FROM FOUNDATION. I" -' $ o.- 3"'r, jai'f'-� �U' 0001► a ,94ff I (C) 15. EXTERIOR STEPS AND LANDING, IF 18' OR MORE ABOVE GRADE TO HAVE HANDRAIL ze g3soaaa3 aSX9 0 ( ) / CONTRACTOR TO VERIFY ALL EXISTING �� BTT (S) 1. ALL CONCRETE TO BE 3000 PSI. 28 DAY TEST and MUST HAVE 5 to 7% AIR-ENTRAINMENT AS PER (R C 16. ALL GYPSUM SHALL BE TAPED AND SPACKLED (3 COATS) READY FOR PAINT. 1 2 INCH SHEETROCK FOR i _'eE6 V �• '9Ad ;� 9'. {Sc �� ?sly 402. 2). PROVIDE 5/8' DIAM17TER x 12" LONG (7" PENETRATION INTO CONCRETE with 3" S0. /R FOOTINGS AND FOUNDATIONS PRIOR TO12: $.�� 4 y ALL WALLS & CEILING'S. 5/8 TYPE X FOR ALL GARAGE AND MECHANICAL ROOMS. 1/2 INCH M GREENBOARD o Q =p L^ -� 3' 5�,� �;�fl WASHER/PLATES ANCHOR BOLTS SPACED A MAXIMUM OF 32 INCHES O.C. ANCHOR BOLTS SHALL ALSO FOR ALL BATHROOMS. :g o�J_ Ls_�:. `. .0oab '=o F� a) -� c o m v BE LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION. EXCEPTION: FOUNDATION THE START OF CONSTRUCTION. BRING ANY "-�o µ 3 � . � I o, -- ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2" DIAMETER (c) 17. ALL FINISHES SHALL BE As DIRECTED BY OWNER. DISCREPANCIES TO THE ATTENTION OF THE �_.' 9a � tiy5° '� 1 _zRiE CA 5 0 a) x ANCHOR BOLT'S AS PER (R 403. 1. 6) PORCHES, CARPORT SLABS, STEPS EXPOSED TO THE WEATHER (C) 18. RATED PARTITIONS TO HAVE TOP AND BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD o , r, �+$ c� o• 1_z _ a) c `0 v AND GARAGE FLOOR SLABS TO BE 350OPSI AS PER (R 402. 2). FOOTINGS TO BEAR ON VIRGIN OR PANEL JOINTS PROPERLY TAPED AND SPACKLED, (3) COATS. DESIGN PROFESSIONAL �� •Q � a' �.��k�:�t, --- 07�, ,_, N o, v � � o oXd c n z .r= _ c v r IS1 2. �rUE 'RIOR FOOTINGS AND/OR GRADE BEAMS TO BE 3'-0" MINIMUM BELOW GRADE. (C) 19. ANY DOOR AND FRAME LOCATED WITHIN A FIRE RATED PARTITION TO BE SELF-CLOSING AND ARE RATED HEATING, ASC, AND PLUMBING �'* 1q 0 �• ° _ o s, S 3. SOIL COMPACTION TO BE NO LESS THAN 95q MODIFIED PROCTOR TEST. AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESi1NG ORGANIZATION CONTRACTOR TO FUR OR BOX OUT ' / ,� `-`I =' 3 .1 a j (n NCD ON THE DOOR EDGE AS PER SECTION R309. o- °s ?"rw Q;D o � rn v v, - W S 4. STEP FOOTINGS DOWN AS REQUIRED TO VIRGIN SOIL WALLS AS NECESSARY TO RUN PIPES OR d oe Ma , °' " °' S 5. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE BOTTOM (C) 20. EXISTING PARTITIONS WITHIN FIRE RATED ENCLOSURES TO RECEIVE ONE LAYER OF 5/8° THICK TYPE "X" z %yltaasy • 5; ` a) -v N s � = o t DUCTS. IF NEEDED DRILL AND NOTCH a4�s o � o OF FOOTING ELEVATIONS CHANGE. FIRECODE GYPSUM WALLBOARD Pt-OPERLY FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, i / T. Z: _- 0 , 3 a) v rn 2 c rv,) o 6. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. AND SPACKLED AS PER SECTION 2309. STUDS AND PLATES AS PER SECTION � /w -r1� s� i�t\, . � t. � � „ T-2 , o - .- R 7. FORMS TO REMAIN IN PLACE 3 DAYS MINIMUM. _ 'y"J au f (C) 21. RATED CEILINGS TO HAVE ONE LAYER OF 5/8" THICK TYPE'X" FIRECODE GYPSUM WALLBOARD PROPERLY R602. 6 TO R602. 6. 1 OF THE 2015 f /`�.-:C1'flaE�-` a9s�"8d } °o- •�o c C N C o o N (S 8. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRICAL, PLUMBING, FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, AND SPACKLED AS PER SECTION R309. INTERNATIONAL RESIDENTIAL CODE. � 9 � N I, v ._ MECHANICAL, ETC.. COORDINATE WITH OTHER CONTRACTORS, AGENCIES, ETC. AS REQUIRED. (C) 22. ALL CLOSET INTERIORS BY OWNER• CONTRACTOR TO PROVIDED ADEQUATE BLOCKING FOR OWNER S 9. BACKFILL SHALL BE PLACED IN 12' LIFTS AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY. INSTALLED CLOSET INTERIOR. I c U a«-) o a) a) a 3r CD (S) 10. SLABS ON GRADE SHALL BE MINIMUM 4 THICK 3000 PSI CONCRETE (INTERIOR) 3500 PSI CONCRETE (C) 23. PROVIDE 1/2" GYPSUM WALLBOAF.O AT ALL WALLS, TAPED AND SPACKLED, (3) COATS READY FOR PAINT f��` i �- a) v2 (D v c s _ (EXTERIOR & GARAGE FLOORS) WITH 6"X6", 10/10 WELDED WIRE MESH. PROVIDE 6 MIL VAPOR BARRIER. UNLESS OTHERWISE NOTED. INSTAL 'WONDERBOARD" BEHIND AND AROUND IDBS, TOILETS, VANITIES, / ✓+ y � m o v : v o (S) 11. ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. AND WASHER/DRYER AREA. L, an \ 1 0 v '3 yam., co "_ v o c (S) 12. PITCH GRADE AWAY FROM BUILDING, STORM WATER IS NOT PERMITTED TO FLOW ONTO (C) 24. INSTALL OWNER SUPPLIED CERAMIC TiLE AT NEW BATHROOM FLOORS, 48" AT WALLS AND FULL HEIGHT � / , � � W v-o v a a) a ABUTTING PROPERTIES. AROUND TUBS. TILE AT FLOOR TO BE THIN SET ON 3/4" EXTERIOR PLYWOOD (B/C) SUBSTRATE OVER - ]]]--- ec S 13. CONCRETE FOUNDATION WALLS TO BE POURED MONOLITHIC. NO HORIZONTAL JOINTS SHALL BE PLACED ! r!.A!o .l'd�lltFa �� ' v - 43 .` ( ) SUB-FLOOR. PROVIDE MARBLE SADDLE AT DOOR. /�`� ` oaaaa old, i i c L N .o -v �, N s o IN WALLS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OR ARCHITECT OF RECORD. (C) 25. NEW INTERIOR WALL TO BE 1/2"GYPSUM WALLBOARD ON 2 x 4 FRAMING, 16" O.C. -2 v - '� (S) 14. PROVIDE ACCESS & CROSS VENTS IN ALL ATTICS & CRAWL SPACES. VENTS TO BE A MINIMUM 1 SQ. FT. / c 7 `•-/' o a � v v s v 0 E .01-0 ON UNDER FLOOR AREA AS PER SECTION R408. (C)26. INSTALL NEW CONCEALED PULL DOWN LADDERS AT ATTIC. EXACT LOCATION TO BE DETERMINED BY OWNER M-01 '0- ` o o _ v -v •5 cavi (S) 15. ALL WOOD SILLS IN CONTACT WITH SOIL MASONRY, OR CONCRETE TO BE PRESSURE TREATED, (C) 27. ROOFING UNDERLAYMENT TO BE INSTALLED AS PER R905. 2. 7 UNDERLAYMENT APPLICATION. y t;e� ^+ v v .- ' 0 AS PER SECTION R3t7 AND R318• FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE), t: at�1s ' a ' ; I.. , �,.• .'..r, O a Cn C Q) "-' T o- (S) 16.PROVIDE COPPER TERMITE SHIELD AND SILL SEALER. PROVIDE PROTECTION OF WOOD and WOOD BASED UP TO FOUR UNITS VERTICAL IN 12 UNIT SHORIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT /1; \ cc l- e ' F //`/ E- o v ._ ._ v rn PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CONCRETE ON BOTTOM and 1/2" on SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH m / � ,- -, a '• "` �`7 J v .-� ; � .�SQ ,a•� -.._....-.___. APPLICANT S 17. THE EXTERIOR SURFACE OF pLL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE WIDE (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, o "-1 4O G DANIEL BURKO CONSULTING,LLC ( ) FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE �f DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. 914 MM} SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES 483 MM) q f, - F � ✓ (Nd. `� 138 SOUTH 1ST STREET,SUITE103 , � -•v i,: ,- LINDENHURST,NY 11757 PROVIDE PERIMETER RIGID INSULATION TO CODE AT ALL FOUNDATION WALLS. ( ( z�. I'''' "' ' '' AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTOR110NS IN THE UNDERLAYMENT SHALL i; (631)482-7858 (S) 18. BEARING PLATES SHALL BE PROVIDED FOR STEEL RESTING ON MASONRY. NOT INTERFEREWITH THE ABILITY OF THE SHINGLES SEAL FOR ROOF SLOPES OF FOUR UNITS ` �m 7 t7 'E 1"' ) i t .i,: I i DANIELBURKO@GMAIL.COM (S) 19. MINIMUM STEEL PROTECTION 3/4" FOR SLABS, 1' FOR INTERIOR FACE WALLS, 1-1/2" FOR BEAMS AND VERTICAL IN 12 UNITS HORIZONTAL(33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL GIRDERS, 2" FOR COLUMNS AND EXTERIOR FACE OF WALLS 3' FOR FOOTINGS, PIERS AND PEDESTALS. J f ~ ' 17!' r' Lo- �� ` \c e.� r'..,:_Ll.:,,;� ; i. OWNER (S) 20. WELD BASE PLATE TO COLUMN, PROVIDE (4) 12" LONG 374 DIA. (A307) ANCHOR BOLTS. WELD PLATE TO BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE =F a �� " ''1 ' -- FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED �~ c�b�r �' `� .JI ^ID TOP OF COLUMN, PROVIDE (4) 3/4" DIA. (A325) BOLTS. STEEL FLITCH PLATE TO BE BOLTED WITH 5/8" DIA. �4 t. `tio Sona �. • C 28. ICE BARRIER. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE w^ f. 7,'JT G e]S33 utiL' L�_V'j,ga 3� z� ,R ;; BOLTS WITH WASHERS, 16 O.C. STAGGER TOP AND BOTTOM, (2) BOLTS 12" FROM EACH END. ALL NAILERS ( ) fN ca I ` TO BE BOLTED WITH 1/2' DIA, GALV. THROUGH BOLTS WITH WASHERS ® i6' O.C. STAGER TOP AND EAVES CAUSING A BACKUP OF WATER AS DESIGNETED IN TABLER301. 2(1), AN ICE BARRIER THAT 7� ;tet' �� o ods ttesr �_ r.x Q i. .. I � ,.,,., tom„ �y I.'IJ' L"'!3t, BOTTOM, PROVIDE BLOCKING AS NECESSARY. CONSISIT OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A t10S (S) 21. IF REQUIRED IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY BY A SOL TEST, A MINIMUM SOIL BEARING SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL (9AL>A �= ?I I Fii'J1',L - C,_. l l '.i!'.:'. .u! GENERAL CONTRACTOR CAPACITY OF 2,000 LB. / SQ. FT. AS PER ( R401.4.1 ) OF THE 2010 N.Y.S. RESIDENTAIL BUILDING CODE. UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE (EAVE) OF THE ROOF SURFACES TOA - ='rV5 � r n,,,,r; 11 ; � (S) 22. FOUNDATION WALLS TO TiE INTO EXISTING WALLS WITH 15 RODS AT 18" O.C. VERTICAL DRILLED DOWN AT POINT AT LEAST 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. Q O , _ i- co"N"(17 ; • , r"' , ',- �T T E-1_ 45 DEGREES (AND GROUTED IN) INTO EXISTING FOUNDATION WALLS. RODS TO EXTEND INTO NEW AND C 29. ROOF AND VALLEY FLASHING TO BE INSTALLED AS PER R905. 2. 8 FLASHINGS. FLASHING "_P__ '�'� F ! 1, ' :;'' � � F ryq� EXISTING WALLS 8" MINIMUM. ( ) FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED FihGl.rlR:.;. _..I t,: I; ,_+, - IL Ca, Cd-. (S) 23. ALL STRUCTURAL STEEL FABRICATION AND ERECTION, INCLUDING ALL CONNECTIONS, SHALL IN ACCORDANCE WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S YORK ST/,T'___. P'O i 'i ,.a C'; ;1 LL FOR CONFORM TO LATEST A.I.S.C. SPECIFICATIONS. PRINTED INSTRUCTIONS. R905. 2.8. 1 BASE AND CAP FLASHING. BASE AND CAP Di SI:?,N OR CGi<::!RUCi 110N LHRORS. (S) 24. ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNIT STRESS (Fb) of 24,000 P.S.I. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION PLOT PLA N (NON-COMPACT SECTIONS DESIGN FOR 22,000 P.S.I.). ALL OTHER SECTIONS DESIGN FOR 22,000 P.S.I. INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL OF (S) 25. ALL FIELD CONNECTIONS SHALL BE A MINIMUM OF 5/8° DIA. BOLTS (A325). SHOP CONNECTIONS TO MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING BE BOLTED OR WELDED. WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FLEET (3.76 KG/M2). CAP FLASHING SCALE: 1/32" = 1'-0" COMPLY WITH ALL CODES O (S) 26. ALL WELDING SHALL CONFORM TO A.I.S.C. AND A.W.S. SPECIFICATIONS. SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) NEW STATE & TOWN CODES FRAMING NOTES: THICKNESS. R905. 2. 8. 2 VALLEYS. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE AS REQUIRED A F (F) t. ALL HEADERS TO BE SUPPORTED BY 4"X 4' POSTS UNLESS OTHERWISE NOTED. WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. fl 2. (2) 2 x 8 HEADERS OVER OPENINGS UNLESS OTHERWISE NOTED. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: $O TI A 3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS &AROUND ALL OPENINGS, SUCH AS STAIRS A. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY SO it ,Y t AND SKYLIGHTS. DOUBLE JOIST UNDER ALL POSTS. LINING SHALL BE AT LEAST 24 INDIES WIDE AND OF ANY OF THE CORROSION THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL MIKE ANGELONE,ENGINEER (F) 4. ALL INTERIOR BEARING PARTITIONS TO BE SOLID BLOCKED AT MID SPAN OF WALL. MINIMUM BEARING -RESISTANT METALS IN TABLE R905. 2. 8. 2 RESIDENTIAL CODE, 2nd PRITNING AS ADOPTED BYNYS AND THE 2016 SUPPLEMENT AND AS PER (R 301.2.1.1) DESIGN CRITERIA and ARE DESIGNED IN ACCORDANCE I SoUn O D TOWN TUTEES 138 SOUTH IST STREET,SUITE103 FOR JOISTS TO BE 3 1/2' ON INTERIOR. B. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. LINDENHURST,NY 11757 (F) 5. FOR HEADERS OVER 5'-0' LONG USE DOUBLE JACK STUDS. v.Y•J�� (631)482-7858 F) 6. PROVIDE SOLID BRIDGING FOR WOOD JOISTS, MAX. 8'-0"O.C. COMPLYING WITH ASTM D 3909 OR ASTM D 6380 CLASS M, SHALL BE PERMITTED. F 7. ALL CAP PLATES TO BE DOUBLED, AND NAILED WITH 10D NAILS AT 12° O.C. THE BOTTOM LAYER SHALL BE 18 INCHES AND THE TOP LAYER A MINIMUM OF TABLE RR301.2 1) 36 INCHES WIDE. CLIMATIC AND GEOGRAPHIC DESIGN CRI RIA - (SUFFOLK COUNTY) F r.• , r I,..., i :IF1 8. ALL WOOD FRAMING TO BE MINIMUM WITH 8" ABOVE GRADE. C.FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING WIND DESIGN SUBJECT TO DAMAGE FROM � ' F 9. ALL INTERIOR WALLS TO BE FRAMED WITH 2" X 4" STUDS ® 16' O.C. � � ,or � �' ` COMPLYING WITH ASTM D 6380 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS 1 GROUND SEISMIC FROST WINTER ICE SHIELD ;_ [,- i F' r( c, r r" , ): �+_ I,, F 10. PROVIDE SOLID BLOCKING UNDER ALL POSTS BETWEEN FLOORS TO TOP OF FOUNDATION WALL AND 2 ABOVE SHALL BE PERMITTED. SELF ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT COMPLYING e ;• r ' f:r r"A;'�``: - jr SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNE DESIGN UNDERLAYMENT FLOOD AIR FREEZING MEAN ANNUAL I F 11. ALL SHEATHING SHALL BE 1/2" COX EXTERIOR GRADE PLYWOOD, NAILED WITH 8d COMMON NAILS 0 6" O.C. WITH ASTM D 1970 SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL. k m r a s a ' zi , `;'; -, AA 11-1 4v DD 10'-11" F -B - e9 PROPANE TANK POOL HEATE PERMIBT OTHER CATION �� 4XISTING 0 ' s NEW 4'-0"X'I'-6" AWNING 0o ROOF = 6'-5" 3'-2" OOT. 12'_ I I I I ( I I I I I I I I CONSTRUCTION TO REMAIN? NOTE: CONTRACTOR TO VERIFY THE (2) 1.75 X 14 ML HEADER LOCATION OF ALL I� I Li - I It+� I I U L-it11 1 +t ttI I t_j 1 414 I-1-- 4H -�I--11--14 +I-I 4-1+ 4 -I•H -I 4 H 141-1 H � �I-I- {� �I-� �-I� I-I tStN(H%JIUKAIit CL SIN o m PREDETERMINED POINT LOADS UjiLiLmii I, - j� AND PROVIDE CONTINUOUS 00 = LLtj o STRUCTURAL SUPPORT DOWN TO aim I :. FOUNDATION. ANY UNFORESEEN ! I I I I ( I I 11 II 1 I I 0 `� OP. POWDER 1 POINT LOADS ARE TO BE I n n u n 11 al n x u n 1 I I u u n n 1 II I u n n u 1 I II 1 u n n n 1 II I u n n n 1 I _ W INISHED CEILING ;� X 0D BROUGHT TO THE ATTENTION OF t - - _ _� 9,-8„ n THE ARCHITECT OF RECORD. ( ( � I � I I I _ > U) HII o 1 11 Z 11 t" �v C) I�Ju(_J ul�fu u I i I I I 1 1 1 ti`` I i 1 u a� v� x, „ 1 .n ,,, I I T� I. r . r ` 3 CONTRACTOR TO VIF FRAMINGLJ) I I TH 11 '-'-' Z Exlsr. EN uSS EXIST.WOODEN rRuss Exlsr.WOODEN TRU z SIZE AND DIRECTIONS, IF THEREF1 F1 F1 _ — — — ARE ANY DISCREPANCIES, THEY I I I I I I I, I I I O I , III MUST NOTIFY DESIGN II I I II 1 -- H T I TH TUH ,I I PROFESSIONAL IMMEDIATELY. I I I I II I I u I U L I w y� 1 1 I I 1 1 1 1 I I 1 1 1 PROP. CHANGING AREA � II �z TYP. EXT. WALL CONSTRUCTION U II U - uI I I I II I� I � LLI ( CAT. CEILING 14'-1" ) w woa FINISHED CEILING s Lj NEW VINYL SIDING I I i I H g" 2 'oo o * 1"" OWENS CORNING INSULATION BOARD R-5 i i i i i i o NEW HOUR FIRE RATED SELF III mo b * TYVEK HOUSE WRAP ( ) I I I I I I M I I I I I I I CLOSING DOOR >< 0� * SHEATHINGI I I I I I I ( M 0 n .. CDX PLYWOOD L J L- - - L J L J b v� L A Y rrVVV JIVVJ IU U.t. Z goo EXIST.WOODEN TRUSS — E ISL WOODEN TRUSS DOST, EN TRUSS I x R-15 (3 1/2") BATT INSULATION NEW 24X24X36 POURED CONCRETE PIER WITH 2 * 1/2" GYP. BOARD INTERIOR U2 EXIS 1. S I OKAGL 6X6 WOOD POST (TYP. OF 2) I- L KUI� I ELEVATION TUN KIGH I 51D� ELEVATION TUN UNFINISHED _ � Xz" GYPSUM BOARD O CEILING 9'-8" I FINISH ON CEILING SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" = NtW (L) LAYEKJ I TF't "X. �i SHEETROCK ON WALLS AND I W ¢ Z C14J > CEILING AS PER CODE II o W IIL o� —� wpm EXIST. WOODEN TRUSS — E ST.WOODEN TRUSS — EXIST.WOODEN TRUSS -i " Ip W� 11�Mo i Z Z Z x Ilom� b z� � � 0E Q ¢ �^ fox Z � U LLJ v J I Loo m N 2, I Z _ _ Q 10'-6" 1 C (2) 1.75 X 14 ML HEADER FFF 7 1'1(2))�5X 14 ML HEADER Lq NEW 9'-O"x'7'-9" OH GARAGE DOOR (�NEW--CASE NWINDO 6 _ > I SLOCOMBLnCC vu I I s Lv-' � v c X o c 0 0 11 11" rn v 9'-0" 2'-6" 10'-0" 2'-0" V 'C cn �O O ..0 y C C r-• 0 0 -.-• .G .�... '.•. O L r 1 r� r-%1 A n t Q_ 3 v >- N � O d ` � v ^ o rL-UUK n m rL_Hly �, 'c n-•O O C -Q 'i- O .� SCALE: 1/4 = 1'-O" v o C 0 w 0 v � o rn 0 0S2 E v o v .o 6 v � � o o :Fs En v 3 L co . ami v c c .� v O EXISTING WALLS TO REMAIN '— a� v o C Vi.— O -v T D v cn C .0 -,� C •— -.� C N EAI:>I I N li b L AK I N U INALLJ v v v a� v � v L-----------J EXI STING WALLS TO BE REMOVED v v '— " -----------J - c o ' o � N v o — a c 0 >` N >, a t � m ILU t/�l:i I IIVG Yv'i POST APPLICANT NEW WALLS DANIEL SURKO CONSULTING,LLC 138 SOUTH 1ST STREET,SUITE103 IM-4 uLr%lvivv rrr\Lw LINDENHURST,NY 11757 (631)482-7858 NEN! 4 x 4 WOOD POST ANIELBUP.KO@GMAIL.00ti1 OWNER NNEVIf' POST FROM ABOVE -- SMOKE DETECTORS — INTERCONNECTED (SD SINGLE STATION DEVICE IN ACCORDANCE WI11-1 51AIt ui GENERAL CONTRACTOR OO CARBON MONOXIDE DETECTOR ❑F NEW MECHANICAL EXHAUST TO OUTSIDE) ( AS PER (R303.3) SMOKE / CARBON MONOXIDE DETECTOR NOTES: SHALL BE INSTALLED AS PER THE 2015 INTERNATION RESIDENTIAL CODE - SECTION R314. Al I CIGAnvF DFTFrTi TO RF I INF VOI TAF WTN RATTFPY PAi IP Awn wpn) nj IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR. ALL HALLWAYS ADJACENT TO BEDROOMS MUST HAVE A SMOKE DETECTOR. f 11 A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOACTED AT EACH LEVEL OF 0 V 121 17 THE DWELLING, INCLUDING A BASEMENT or CELLAR. MIKE ANGELONE,ENGINEER 1'tR Rnl ITH 1ST RTRFFT SI IITF1. 7 LINDENHURST,NY 11757 (631)482-7858 �•Y.ki° m Lr< V-°;� PROFESSIONAL SEAL APPLICATION NUMBER JOB NUMBER 2017 RESIDENTIAL Al 02 11 I I I TABLE 3.1 (NAILING SCHEDULE) _ 12" USE A MINIMUM OF JOINT DESCRIPTION # OF NAILS NAIL SPACING I,12" ', THREE 8d NAILS THIS ROOF FRAMING SIDE OF TRUSS. Rafter to Top Plate (Toe-nailed) 3- 8d per rafter z/ \ Ceiling Joist to Top Plate (Toe-nailed) 3- 8d per joist Ceiling Joist to Parallel Rafter (Face-nailed) 3- 16d each lap = ° Ceiling Joist Laps over Partitions (Face-nailed) 3- 16d each lap / Collar Tie to Rafter (Face-nailedl) 3- 8d per tie MST27 MODEL 27 �-MST27 OR 1-1/2"W 20ga. III Blocking to Rafter (Toe-nailed) 2- 8d each end ° Rim Board to Rafter (End-nailed) 2- 16d each end Fi , ° ° I METAL STRAP I ° I WALL FRAMING ADJUSTABLE HANGER RIDGE RUCTURAL RIDGE WO ° ° '° I'° I� II. z D1 SIMPSON STRONG-TIE D2 SIMPSON STRONG-TTE D3 SIMPSON STRONG-TIE Bd NAILS o SIMPSON Top plate to Top Plate Face-nailed 2- 16d per foot INTO STRONG-TIE AC I / O LSU26-2X6 LSTA18 WITH (3) 8d COMMON NAILS LSU26-2X6 - W Top Plate at Intersections (Face-nailed) 4- 16d joints - each side LSSU28-2X8,2X10,OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2X8,2X10,OR 2X12 PLATES •v° // U) Z) Stud to Stud (Face-nailed) 2- 16d 24 o.c. LSTA18 WITH 3) 8d COMMON NAILS THREE SIMPSON \ a II Header to Header (Face-nailed) 16d 16" o.c. along edges LOCATED AT EACH END OF STRAP 8d NAILS STRONG-TIE H 1 \ G Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2 x 4 stud D n �01R R FT A N E STRAP D J 01ST �c P 0 S T C 0 N N E C TI O N S / W `;' 3- 16d per 2 x 6 stud `t SONSTRONG-TE H7Z SIMPSON STRONG-T1E ACZ 4- 16d per 2 x 8 stud 1-1/4" x 20 ga. STRAP SIMPSON STRONG-TIE H1 O Bottom Plate to Floor Joist, Band Joist, End Joist 2- 16d per foot - - (n or blockin Face-nailed FLOOR FRAMING ° ° ° MST27 CS20 AT CORNERS HD2A _ w � Joist to Sill, Top Plate or Girder (Toe-nailed) 4- 8d per joist ° ° \ Bridging to Joist (Toe-nailed) 2- 8d each end Blocking to Joist (Toe-nailed) 2- 8d each end Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block a ti \ W Ledger Strip to Beam (Face-nailed) 3- 16d each joist o SIMPSON MODEL \ F- Joist on Ledger to Beam (Toe-nailed) 3- 8d per joist / MST27 OR 1-1/2"W 2oga� Q D Band Joist to Joist (End-nailed) 3- 16d per joist o (D METAL STRAP 0 Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot ® Z :L ° - ROOF SHEATHING D6 FACE MOUNT HANGER D� L 'O OST BASSISTRE HRC 22 SIMPSON STRONG-TIE Structural Panels 8d 12" o.c. Diagonal Board Sheathing LTP4 �\ IGRADE / 1"x6" or 1"x8" 2- 8d per support BP �\/ ., I a ol 1%10 or wider 3- 8d per support \ \ \ \ J W CEILING SHEATHING HIP CORNER PLATE ..�. \/\\/\\ � Z o } CUT D9 SIMPSON STRONG-TIE HCP \//\//\\/� (n WW Z Gypsum Wallboard 5d coolers 7" edge/10" field LENGTH . ��v J 0 Z WALL SHEATHING ° END �' W O LENGTH �OIC ST7STRAP CONNECTION DETAIL Z Zo Structural Panels 8d 12" o.c. gP PSOSTRONG-TIE MST27 OR 1-1/2" WITH 20 ga. METALSTRAPFiberboard Panels SIMPSON STRONG TIE STAP 8d NAILS 12" MIN. BEARING ON STUD SURFACE PLACED AT EACHW Q7/16" 6d 3" edge/6" field FOR SINGLE STUD INSTALLED HOR BOLT. (48" O.C. FOR SLAB). H = STORY WALL HEIGHT Q Q 25/32" 8d 3" edge/6" field AT 16" O.C. AS REQUIRED L = LE�NNGTH OF FULL HEIGHT '� Lo " MST27 CLEAR OVER TOP PLATE TO OTHER �� SHEARWALL SEGMENT Z CO () Gypsum Wallboard 5d coolers 7 edge/10 field o SPAN SIDE OF STUD WALL HT. (H) SEGMENT WIDTH ULT W to STUD TO RIM J 01ST 8'-'" 2'-a" °° N Hardboard 8d 12 o.c. L 8:-1" 2'-8" D10 3'-D" Particleboard Panels 8d 12" o.c. Diagnonal Board Sheathing SIMPSON STRONG-TIE CS20 METAL STRAP 1"x6" or 1"x8" 2- 8d per support (3) 8d NAILS AT EACH END OF STRAP12" MIN. - 6EARING ON STUD SURFACE PLACED AT 1"x10" or wider 3- 8d per support 48" O.C. WITH LTP4 ATTACHING MUDSILL TO FLOOR SHEATHING MST27 SSP H10 END JOIST SIMPSON CS20 OR LENGTHDR Structural PanelsSIMPSON MODEL MST27 OR 1-1/2" WITH 20 ga. 1" or less 8d 6" ed a 12" field 1-1/4" 20 GA. GALV. METAL STRAP (4) 8d NAILS 12' MIN. BEARING v v 10d 6 edge/6" field ° ° ON STUD SURFACE o o c o 0 3 v „ • ° ION STUD SURFACE PLACED AT EACH STUD. greater than 1 Diagnonal Board Sheathing •a° ° (3 - 8d NAILS AT EA. DSP L " t c 1"x6" or 1"x8" 2- 8d per support ) FOR DOUBLE STUDS s N "1 w. o zo c END OF STRAP "-' o v = v v '� P PP HOEDOWN WITH 5/D8 1E - v .2 -9 - s v " , SIMPSON PHD2-S U v ` Eno 6 0 1x10 or wider 3- 8d per support �3 SILL PLATE TO FOUNDATION ° •° ° = THREADED ROD. 3 3 v v SIMPSON STRONG-TIE MST27 OR 1-1/2" WITH 20 ga. METAL STUD TO STUD CONNECTION STUD TO STUD CONNECTION Cn �' it STRAP (4) 8d NAILS 12" MIN. BEARING ON STUD SURFACE D12 SIMPSON STRONG-TIE CS20 �� SIMPSON STRONG-TIE CS20 a 3 - o rn .v c R905.25 FASTENERS PLACED AT 48" O.C. o a c v o ,o a o FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, 'a o -0 .� a (D ALUMINUM OR COPPER ROOFING NAILS,MIN. 12 GAGF_SHANK W/A MIN.$"HEAD o v fl a t a' a 0 0 0 ASTMF1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND I m r- o '� v a� a) A MIN.OF-"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN41" r" TYPICAL CONNECTION FOR c oQ THICK.THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT 2-STORY APPLICATIONS g a� 3 0 - v a c ROOF SHINGLES SHALL HAVE A MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF o v c o _ «. a� .1= G - -� 1/4" MIN.20 GAUGE i� $ + 3 �' .o w v v o IS IN ONE OF THE FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 I SEE PLAN FOR a T o v a> :- MPH OR GREATER AND THE EAVI:IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM COIL STRAP. HEADER SIZE. SIMPSON PHD2-SDS3 HOEDOWN vai 2 o - 3 0 `r' ? .o TWO VERTICAL UNITS IN 12 UNITS HORIZ.UP TO FOUR UNITS VERT.IN 12 UNITS HORIZ. WITH SST-B16 ANCHOR BOLT a� o c .- TWO OPENING FOR c .c UNITS SHALL BE TWO LAYERS. NEW WINDOW OR // v 0 v _ °' co .. . 2'� EXTERIOR DOOR A"T26 CO C..AT W OD AND®N 0 CE IN THE F WITH 8d NAILS a v o v E cn w SIMPSON CS20 OR PROVID JOIS SIMPSON CS20 OR c HANGERS AT 1[2" GYP. BOARD AT INTERIOR WITH 5d COOLER NAILS 0 7" O.C. v v a v v v �,L Q) 1-1/4" 20 GA. GALV. RIM JOIST TO 1-1/4" 20 GA. GALV. all EDGES AND to" O.C. IN THE FIELD o .- Q c a� ` ._ >. a A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED STRAPPING MIN. 12" f- o v .N v -' v s v „ STRAPPING MIN. 12 FLOOR JOIST ON STUD SURFACE SHEAR WALL SEGMENT DETAIL APPLICANT B.NAILS SPACED AT 6 OC AT EDGES, 12 AT INTERMEDIATE SUPPORTS EXCEPT 6'AT SUPPORTS ON STUD SURFACE (LUS28) (3 - 8d NAILS AT EA. D16 SCALE: 3/8" = 1'-0" DANIEL BURKO CONSULTING,LLC WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE (3 - 8d NAILS AT EA. END 8 STRAP) BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHEATHING END OF STRAP) 138 SOUTH IST STREET,SUITE103 LINDENHURST,NY 11757 ARE PERMITTED TO BE COMMON,BOX OR CASING. OR (631)482-7858 C.COMMON OR DEFORMED SHANK. DANIELBURKO c@GMAIL.COM D.COMMON. OWNER E.DEFORMED SHANK. C A N TI L E V E R F.CORROSION RESISTANT SIDING OR CASING NAILS. G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES AND 6"OC AT INTERMEDIATE SUPPORT. D1 SIMPSON STRONG-TIE CS20 AND LUS28 H.CORROSION RESISTANT ROOFING NAILS WITHI "DIA HEAD AND 1.1" LENGTH FOR 1" SHEATHING AND 1 I"LENGTH FOFE J "SHEATHING. D 15 HEADER CONNECTIONS SIGN/ S YMB O L I.CORROSION RESISTANT STAPLES WITH NOMINALI�'CROWN AND 18"LENGTH FOR 2" 1/4" MIN. 20 ga. COIL STRAP GENERAL CONTRACTOR SHEATHING AND 1LENGTH FOR SHEATHING.PANEL SUPPORTS AT 16"(20"OF STRENGTH 32 AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT INTERMEDIATE SUPPORT. K.PANEL EDIATE SUPPOTS AT RTS. 4".CASING ORFINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT C 0 N N E C T 1 0 N A N D N A I L I N G TablES301 .1 E ELLLOWA�LE DEFLECTION OF STRUCTUr bTLEt\AABtA9T 1265. RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDZOR INTERMEDIATE SUPPORTS. L FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD STRUCTURAL FASTENERS DOUG-FIR LARCH /S0. PINE UPLIFT SPRUCE-PINE-FIR UPLIFT WITH FINISHED CEILING ATTACHED TO RAFTERS LZ au TIMBER CONSTRUCTION. PANELS. ALLOWABLE LOADS 72 LOAD ALLOWABLE LOADS 1•2 LOAD SIGNAGE TO BE SUPPLIED AND INSTALLED AS PER NYS BUILDING CODE PART 1265 AND LOCATED AS NOTED BY CODE OR AS UPLIFT INTERIOR WALLS AND PARTITIONS H/180 M.STAPLES SHALL HAVE MIN.CROWN WIDTH OFT-6". WITH WITH AVERAGE LATE AL LATE AL N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,8"AT TO TO TO MODEL RAFTERS/ PLATES STUDS ULT UPLIFT 133 160 BNAILS\ UPLIFT 133 160 °NAILS\ FLOORS L/360 INTERMEDIATE SUPPORTS. NO. Ga. TRUSS (133) (160) F, FZ 133& 160) (133) (160) F, F2 133 & 160) CEILINGS WITH BRITTLE FINISHES (INCLUDING APPROVED BY CODE OFFICIAL AND SHALL BE MAINTAINED BY HOMEOWNER AT ALL TIMES. O.FASTENERS SPACED 4"OC AT EDGES,8"OC AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND PLASTER and STUCCO) L/360 WALL SHEATHING AND 3"OC AT EDGES,6"AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. Hi 18 6-8d III 4-8d --- 1958 490 585 495 165 455 400 400 415 140 370 CEILINGS WITH FLEXIBLE FINISHES (INCLUDING THE SIGN OR SYMBOL SHALL CONSIST OF A CIRCLE SIX INCHES (152.4 MM) IN DIAMETER, WITH A STROKE WIDTH OF 1/2 INCH (12.7 P.FASTENERS SPACED 4"OC AT EDGES, B"AT INTERMEDIATE. H2 18 5-8d --- 5-8d 1040 335 335 --- --- 335 230 230 --- --- 230 GYPSUM BOARD) L/240 MM). THE BACKGROUND OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE H2.5 18 5-8d 5-8d --- 1300 415 415 150 150 415 365 365 130 130 365 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS - WIND LOADS °WITH PLASTER H/360 REFLECTIVE RED IN COLOR CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS H2.5A 18 5-8d 5-8d --- 1793 600 600 110 110 480 520 535 110 110 480 OR STUCCO FINISH MIKETH 1ST NR ENGINEER ( REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE ) 138 SOUTH 1ST STREET,1757SUIT03 EXTERIOR WALLS - WIND LOADS °WITH OTHER BRITTLE FINISHES H/240 (1 ) THE SIGN OR SYMBOL SHALL BE OF STURDY NON-FADING WEATHER-RESISTANT MATERIAL; PROVIDED HOWEVER THAT A SIGN LINDENHURST,NY 11757 H3 18 4-8d 4-8d --- 1433 455 455 125 160 415 320 320 105 140 290 ' ' ' ' ' (631)482-7858 USE LIVE LOAD DEAD LOAD H4 20 4-8d 4-8d --- 1144 360 360 165 160 360 235 235 140 135 235 EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/1204 OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERMANENT NON-FADING STICKER OR DECAL. EXTERIOR BALCONIES 60 PSF 10 PSF H5 18 4-8d 4-8d --- 1485 455 465 115 200 455 265 265 100 170 265 LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 (2) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE CONSTRUCTION DECKS 40 PSF 10 PSF I I NOTE: L = SPAN LENGTH, H = SPAN HEIGHT TYPE OF THE RESIDENTIAL STRUCTURE AS FOLLOWS: PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN H5a ,a 3-ed 3-8d --- 1500 350 420 115 Tao 290 245 245 100 120 170 `yl A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE MND LOAD SHALL BE � � ATTICS WITHOUT STORAGE ROOF BELOW 3 PITCH 10 PSF 10 PSF --- --- PERMITTED To BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDINGi(ASD) LOADS OBTAINED FROM ATTICS WITH STORAGE ROOF BELOW 3 PITCH 20 PSF 10 PSF Hs 16 --- a-sd a-ad 3983 915 950 650 --- --- 785 920 560 TABLE R301.2(2). (I) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL ° ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF H7 16 4-8d 2-8d 8-8d 2991 930 985 400 --- --- 800 845 345 --- --- B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. „ „ BE V AND SLEEPING ROOMS 30 PSF 10 PSF H8 18 5-104 x 1\ 5-10d x 1\ --- 2422 620 745 --- --- --- 530 565 --- --- --- C OR PATIO COVERS, NOTSUPPORTINGEDGE OFNGLASS OR SANDWICH PANELS,,THE TOTAL LOAD ADDITIONS I STAIRS 40 PSF 10 PSF DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS I IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS THE CONSTRUCTION TYPE DESIGNATION SHALL .. GUARDRAILS AND HANDRAILS 200 PSF 10 PSF H9KT 18 4-SDI x 1\ 5-SDI x 1\ --- 2812 875 875 680 125 --- 755 755 680 125 --- SUPPORTING EDGE OF GLASS, THE��OTArL LOAD^DE�cC11ONDSHALL NOT nEXCEED L/175 FORrEACH rro 11111 » +> --- 3135 905 990 595 525 --- 780 s5o 505 450 --- BE 1 , II , III , IV OR V TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF HIO 18 8-8d x i \ -ad x , \ H1DR 18 8-8d xl \ -8d x 1 \ --- 3135 905 990 585 525 --- 780 850 505 450 --- BCNYS. ROOF VENTILATION REQUIREMENTS H10-2 18 6_10d 6-10d --- 2447 760 760 455 395 1 --- 655 655 390 340 --- (4) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) CONTAINING §RR806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly toPROFESSIONAL SEAL the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against Hi1z 18 -16d x2 -16d x 2 --- 5097 830 830 525 760 --- 715 715 450 655 --- TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION STRUCTURAL COMPONENTS, AS APPLICATION NUMBER the entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh, with 1/8 inch FOLLOWS: (3.2 mm) minimum to 1/4 inch (6.35 mm) maximum openings. (I) „F„ SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS; JOB NUMBER §RR806.2 Minimum area. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated except that the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not more than (ii) »R„ SHALL MEAN ROOF FRAMING; AND 2017 RESIDENTIAL 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of the required ventilation provided by (iii) "FR" SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. eave or cornice vents. As an alternative, the net free cross-ventilation area may be reduced to 1 to 300 when a vapor (5) THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN OR SYMBOL, OVER THE barrier having a transmission rate not exceeding 1 perm (57.4 mg/sm2Pa) is installed on the warm side of the ceiling. §RR806.3 Vent clearance. Where eave or cornice vents are instilled, insulation shall not block the free flow of air. A LOCATION DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL. minimum of a 1-inch (25.4 mm) space shall be provided between the insulation and the roof A 03 1 sheathing at the location of the vent. 12"MAX. 12"MAX. "SIMPSON"HDUS 2-16d COMMON 6"MIN. 6"MIN. NAII.S c 1 6"C).c. DEAD LOAD ASSUMPTIONS: ROOF CEILING ASSEMBL I DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 psf EOR DULL LENO'I'll oI-tiTUn. THREE SECOND GUST WIND SPEED ROOF LIVE o° (mph) 85 90 100 110 120 130 140 150 LOAD GROUND SNOW LOAD 12 o ° 20 PSF 30 PSF11 50 PSF 70 PSF • , •c ,a- • •; FRAMING SPACING ROOF SPAN NUMBER OF 8d COMMON NAILS or lOd BOX NAILS X z +' -• X °° (in.) (ft.) (TOENAILED) REQUIRED IN EACH RAFTER ROOF SPAN (ft.) ALTERNATE 9 a z AND/OR CEILING JOIST 12 24 36 12 24 36 12 24 36 12 24 36 COLLAR TIE - TO TOP PLATE CONNECTION 1,z,3,4 �2 A' `=''c RAFTER SLOPE RAFTER NUMBER OF 16d COMMON NAILS or 40d BOX NAILS 12 1 1 1 2 2 2 3 3 SPACING PER HEEL JOINT CONNECTION 1.2•x•4.5.6 ## ALL STRAPPING TO BE 1 1/4 X 20 GAUGE STL " 16 1 1 1 2 2 3 3 3 (in.) SIMPSON w EQUIVALENT- CS20 ( COILED STRAP ) _::;_. 20 1 1 2 2 2 3 3 4 ALTERNATE RI.ocKINC.�n 12 24 1 1 2 2 3 3 4 4 12 4 7 10 4 8 12 6 11 17 8 15 22 Z COLLAR TIE O ENnWALL. _ 28 1 1 2 2 3 4 4 5 16 5 9 13 5 10 15 8 15 22 10 20 29 AT RAFTER TO RIDGE CONNECTION. 32 1 1 2 3 3 4 5 5 3.12 19.2 6 11 16 6 12 18 9 18 27 12 24 35 _ W FOR STRAP - 3 8d COMMON NAILS @ EA. END OF STRAP 36 1 2 2 3 3 4 5 6 24 7 13 19 8 15 23 11 22 33 15 29 44 FOR NOTED COLLAR /CLG. iIE - 3 10d COMMON NAILS @ EA. 12 1 1 2 2 2 3 3 4 12 3 5 8 3 6 9 5 9 13 6 11 17 '. ' .:p"�: 16 1 1 2 2 3 3 4 4 4:12 16 4 7 10 4 8 12 6 11 17 8 15 22 > 20 1 1 2 2 3 4 4 5 19.2 4 8 12 5 9 14 7 14 20 9 18 27 AT RAFTER TO TOP PLATE TO STUD CONNECTION. " 16 24 1 2 2 3 3 4 5 6 24 5 10 15 612 17 9 17 25 11 22 33 W FOR STRAP - 3 8d COMMON NAILS @ EA. END OF STRAP 28 t 2 2 3 4 5 5 6 �y 12 3 4 6 3 5 7 4 7 10 5 9 14 LL O FOR TOENAILING - 5 8d COMMON NAILS. 5/8' ANCHOR BOLT ® 32" O.C. FOR 1 STORY 36 2 2 3 4 4 6 7 8 5:12 16 3 6 8 3 6 9 5 9 14 6 12 18 0 FOR C.J. TO R.R. - 11 16d COMMON NAILS ( FOR 5 PITCH 5/8" ANCHOR BOLT 0 32" O.C. FOR 2 STORY 19.2 4 7 10 4 8 11 6 11 16 7 14 21 9 16d COMMON NAILS ( FOR 8 PITCH ) 7/R••nrA. rTTREADFn ROn FMRFnnFn 12 1 1 2 2 3 3 4 4 24 4 8 12 5 9 14 7 14 20 9 18 27 FOR C OF EA. PLATE TO PLATFORM ABOVE - 1 16d COMMON NAILS @ 16. O.C. l2 li2 INTO CONCRE wi SIMPSON AT is 1 t 2 2 3 4 a 5 1) MIN. 7" EMBEDMENT INTO CONCRETE <1 1011 STRENGTH PROXY AI)I IE,SIVE) 12 3 3 5 3 4 5 3 5 8 4 7 10 FOR TEMPS OF 40'FUSE"SIMPSC)N"A,- 20 1 2 2 3 4 4 5 6 16 3 4 6 3 5 7 4 7 10 5 9 13 W/3" SQUARE WASHERS AND END NUT SETUP (111011 STRENGTH ACRI1.1C ADHESIVE). 19.2 24 1 2 2 3 4 5 6 7 7:12 AT STUD TO FLOOR ASSEMBLY TO STUD CONNEI'TION 28 2 2 3 3 4 5 6 8 19.2 3 5 7 3 6 8 4 8 12 5 10 15 ( ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS ). 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR H O LD O WN CONNECTION 1st FLOOR 32 2 2 3 4 5 6 7 8 24 3 6 9 4 7 10 5 10 15 7 13 19 FOR STRAP - 3 8d COMMON NAILS @ EA. END OF STRAP OR REPLACED BY HOLD DOWNS FOR SHEARWALLS. 36 1 2 2 1 3 1 4 5 1 7 8 1 9 12 3 3 4 3 3 4 3 4 6 3 5 8 FOR C OF EA. PLATE TO PLATFORM ABOVE - 1C OF EA. PLATE TO 12 1 2 2 3 3 3 5 5 9:12 16 3 3 5 3 4 5 3 5 8 4 7 10 W 3)1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 16 1 2 2 3 3 4 5 6 19.2 3 4 6 3 4 6 3 6 9 4 8 12 I- PLATFORM BELOW- 1 16d COMMON NAILS @ 16 O.C. :«.; 6" MIN. TO 12' MAX. FROM ENDS OR CORNERS. 20 2 2 3 3 4 4 6 7 1 24 3 5 7 3 5 8 4 8 11 5 10 15 Q <i COMMON "SIMPS(7N IID1J5 NAILS(i�6•' 24 24 2 2 2 4 4 5 7 8 12 3 3 3 3 3 3 3 3 5 3 4 6 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE ( S ) CONNECTION. ANCHOR BOLT SPECIFICATION FOR FU U.11, 28 2 2 3 3 4 5 8 - 12:12 16 3 3 4 3 3 4 3 4 6 3 5 8 OI'ti"1'CJ ll. FOR STRAP - 3 8d COMMON NAILS @ EA. ENID OF STRAP32 2 2 3 4 5 6 9 - 19.2 3 3 4 3 3 5 3 5 7 3 6 9 Z FOR C OF EA. PLATE TO PLATFORM 36 2 3 1 4 1 4 5 1 6 - - 24 3 4 5 3 4 6 3 6 9 4 8 11 PLATFORM BELOW - 1 16d COMMON NAILS @ 16' O.C. 0 1. - PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 1. - NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILS ARE CLINCHED. 2. - TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. 2. - HEEL JOINT CONNECTION ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, AT STUD TO FLOOR ASSEMBLY TO SILL PLATE (S) CONNECTION 3. - TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF HEADER,OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. SLAB ON GRADE APPLICATION. 9 psf(0.60 x 15 sf= 9 sf. IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 3. - WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A FOR STRAP - 3 8d COMMON NAILS @ EA.EN[I OF STRAP PLYWOOD SHEATHING :% :. 1 NAIL AT EACH END OF THE STRAP. LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO �, : . TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. • 8d COMMON NAILS 4. - MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FOR C OF EA. PLATE TO PLATFORM BELOW- 1 16d COMMON NAILS @ 16 O.C. �•�:-: • W :••:• •.•• (q'6"O.C.EDGE&FIELD y.; 4. - EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPUCES. W C) II II I 005. - TABULATED HELL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADD11IONAL WEIGHT OF THE CEILING Z O Rl-OnCKINO ASSEMBLY. W 0 Z ENWALL. o° 6. - TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED f^ Q Z Z AT THE BOTTOM OF THE ATTiC SPACE. WHEN CEILING JOISTS OR RAFTER TiES ARE LOACTED HIGHER IN THE V/ ATTiC SPACE,NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS 3 TYPICAL SECTION 4 D E T A I L S HOLD DOWN THREE SECOND GUPRESCRIWIND PTIVEED ALTERNATIVE TO TABLE 3. 4) SHALL BE INCREASED BY THE FOLLOWING FACTORS: W W Z L CEILING NEIN RDGE HEEL JOINT�NNE C1KIN (n O (mph) 85 90 100 110 120 130 140 150 HOW �H� W) AD uSWENT FACTORS O zZ = §SRR402.2 Concrete. RAFTER / WALL HEIGHT NUMBER OF 8d COMMON NAILS or 10d BOX NAILS T T 1/3 1.5 Z Q U P' P 2X4 CONTINUOUS slLlrsoN I Inas CEILING JOIST (ft.) (TOENAILED) REQUIRED IN EACH RAFTER 1/5 1i 25 < U D Concrete shall have a minimum specified compressive SPACING AND/OR CEILING JOIST SHEARWALL SEG. DETAIL TYP. TO TOP PLATE CONNECTION 1.2.3.4 1/10 1'11 Z U strength shown in table RR402.2(1,IConcrete subject LATERAL BRACE 5 (' ) W LO AT G O.C. NOTE:ALL STRAPPING,ANCHORS,HOLnOWNS& NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN RAFTER TiES N to weathering as indicated in table RR301.2(1) ADI ILSIVES-Fo BE INSTALLED AS PER ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, H , OR WHEN H 15 GREATER THAN 2 FEET AND C0 shall be air entrained as specified in table MANUFACTURERS SPEC-IFICA-FIc)NS. 12 8 2 2 2 2 3 3 3 3 MAY REQUIRE ADDITIONAL CONSIDERATION. RR402.2. The maximun weight of fly ash,other pozzoland,silicia R 10 2 2 2 2 3 3 3 3 HOEDOWN CONNECTION 2nd FLOO fume,or slag that is incluided in concrete mixtures for garage floor TRUSS OR CEILING JOIST 6 16 8 2 2 3 3 3 4 4 4 slabs and for exterior porches, carpot slabs,and steps that will II PLYWOOD SHEATHING 10 2 2 3 3 3 4 4 4 be exposed to deicing chemicals shall not exceed the percentage 2 IOd NAILS 8d COMMON NAILS THREE SECOND p1�T85 90 10D 110 120 130 140 150 C 6"O.C.EDGE&FIELD 24 8 3 3 4 4 5 5 5 5 WIND SPEED(mph) of the total weight of cementitious materials.Materials used 10 3 3 4 4 5 5 5 6 STRUCTURAL SHEATHING o s to produce concrete and testing there of shall comply with the SOLID BLOCKING 1. - PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 E F E F E F E F E F E F E F E F p) 0 -O 3 v GABLE END TRUSS + a) ` x applicable standards listed in ACI 318. In 2. - TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. SHEATHING LocAnoN RAFTER/1RU55 SPACING MINIMUM NAIL SPACING Bd COMMON NAILS ar 10d BOX WAIS ° .c v Iv c w o a 10 HOLD DOWN ('riches,o.c) nche%ox) O C7, v IJ d •�- addition to the cements permitted by ACI 318, cement complying 5d COO LERNAILS 3. - WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE RAFTER t (n c 0 - AND COUNG JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. NTEMOR ZONE 12 6 12 6 12 s 12 6 tz 6 12 6 12 6 12 6 1z " v E cn o 0 0 -�` with ASTM C 1157 is permitted. AT 5 O.C. t _ N - _ P GYP.BOA ( 4. - TO AVOID SPLITTING, NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR 1s 6 tz s 1z s ,z s 1z s t2 s t2 6 t2 s 1z 3 3 v CEILING JOIST WHEN FASTENED TO A 2 x 4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO 1-0 v °) 2X4 BLOCK NAILED TO EACH TO A 2 x 6 TOP PLATE. t9.2 6 12 6 12 s 12 6 12 6 12 6 12 6 12 6 12 o v) 0 "J `- - §RR403.1.4 Minimun depth.. BRACE WITH 4-10d NAILS s ,z s ,2 s ,2 s ,2 6 12 s 12 6 ,i6 ,z'All exterior footings and foundation 24 � N s .�) o t systems shall extend below the frost line specified in Table RR301.2 1 all 5 d COOLER PERIMETER EDGE ZONE 12 6 12 6 12 6 12 6 12' 6 12' 6 12' 6 6 6 6 0 •L O D+U in 0 P O NAILS e`7"O.C• 10-aa SHEARWALL SEG. DETAIL TYP. t2b _ , , , 3 Iz o o exterior footing shall be place at least 12 inches (305mm) bellow the NAIL' 7 16 6 12 6 12 6 12 s 12 6 6 6 6 s 6 6 6 >j 0 ly X 20 G.A. RIDGE TENSION STRAP RIDGE BOARD OR 19.z 6 12' 6 1z' 6 12' 6 6 s' 6' 6' s' s' 6' 4• 4• -v •2 v v � °) o a undisturbed ground. STRAP �8 RIDGE BEAM c n c _a L o Iv .- 24 z z a s a z s s • a c 4 v O O Q) +-�' C 0 HJ 6 12 6 12 6 6 6 6 6 6 6 6 4 4 4 4 §RR404.1 Concrete and masonry foundation Walls. 1-SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S.) RAPIER WALL AK a RAKE TRU w1n s - - - - 1n a a) 0 ENDWALL LOOKOUT BLOCK 6 6 6 B 6 6 6 6 4 4 4 4 C C ••-- L N L foundation walls shall be selected and constructed in accordace with STUDS WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUS FROM GABLE ENDWALL RAKE or RAKE TRUSS without , , , o Iu o 3 v - �, , SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. LOOKOUT BLOCK s 6 s s 6 6 6 s 6 6 6 6 s s s 6 v ) a •- c v the provisions of this section or in accordance with ACI 318 or ACI 8d COMMON NAILS 0 6"O.C.EDGE&FIELD °4 ® t O o c o c � � v c c 7NTERTOR ZONF. SHEATHING SIZE RAFIER/1RU$S SPACING NUMBER OF 8d COMMON NAILS a tOd Box WAIS U � �' -•-• O � - O O 530/ASCE 5/TMS 402. 2-HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTURE (:Iona°C) SUPPORT ate, a o a:� a DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 sf UNLESS OTHERWISE NOTED. p CO o 3 0 °' 3 •>_ PERTM ETER ZONE THREE SECOND GUST WIND SPEED 1x6 OR 1X8 SHEATHING 12-19.2 z 2 z 2 z 2 2 2 N c - s v §RR404.4.6.1 GENERAL- Reinforcing steel shall meet the requirements 8 CEILING BRACING GABLE EN D WALL 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) (mph) 85 90 100 110 120 130 140 150 1X10 LARGER SHEATHING 12-19.2 3 3 3 3 3 3 3 .3 0 E g a - - Q,� of ASTM A 615, a 616, A 617 or iH66 The minimun yield strength of &DETAIL 4(HOLD DOWN&CONN>. v vs .. GABLE ALL E-NAIL SPACING AT PANEL EDGES(in.) O- v O_ .-+ V E U reinforcing steel shall be 40,000 psi (Grade 40) (276 MOO). Vertical EDGE ZONE ROOF PITCH ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS ' °� (ft.) IN EACH END OF 1-1/4" STRAPI.2,3,4,5,6,7 F-NAIL SPACING AT INTERMEDIATE SUPPORTS N THE PANEL FIELD(n.) o v Q v 1.- FOR ROOF SHEATHING YATHN 4 FEET OF 1FiE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,TFHE 4 FOOT PERMEIER EDGE ZONE ATIUCFBIENT FO- O o.N � :"_ a _ a and horizontal wall reinforcements shall be place no closer o e SHALL BE uo outside face of the wall than one-half the wall thickness. Steel ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I2� z'-o"O.C. I I 2'-0"O.C. I 2-TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED To RAFTER/TRUSS FRAMING MEMBERS NTH G X49. FOR FRAMING MEMBERS NTH 0.42 45.491,THE NAIL TABLE R301.6 12 1 1 2 2 2 3 3 4 SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. APPLICANT reinforcement for foundation walls ;shall have concrete cover in 3 4 4 5 3.-TABULATED 6 INCH O.C.NAL SPACING ASSUMES SHEATHING ATTACHED TO RAFiER/TRUSS FRAMING MEMBERS WITH G A.49. FOR FRAMING MEMBERS WITH 0.42 X45.49.THE NAIL DANIEL BURKO CONSULTING,LLC 16 1 2 2 2 accordance with AC 318. STRUCTURAL MEMBER ALLO ° ° SPACINGS SHALL BE REDUCED To 4 INCHES D.C. 138 SOUTH 1ST STREET,SUITE103 20 2 2 2 3 4 4 5 5 0 0 0 4.-TABULATED 4 NCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G >.49. FOR FRAMING MEMBERS 1WTH 0.42 45.49, THE NAL LINDENHURST,NY 11757 LIGHT FIXTURE REQUIREM[ENTS: RAFTERS HAVING SLOPES GREATER THAN 3 / 12 WITH L / 180 3:12 24 2 2 3 3 4 5 6 7 SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. (631)482-7858 NO FINISHED CEILING ATTACHED TO RAFTERS I z'-o"O.C. I \�112", o CARRIAGE BOLT(bIIN.) I r-o^o.c. I 28 2 2 3 4 5 6 7 8 5 -TABUATED NAIL SPACINGS ASAME A BUILDING LOCATED IN ExPOSiRE BDANIELBURKO@GMAIL.COM /XdASHER&NUT(TYP.) 32 2 3 3 4 5 7 8 9 E502.1.3 Recessed lighting fixtures.When installed in the building envelope, INTERIOR WALLS & PARTITIONS H / 180 36 1 2 1 3 1 4 5 1 6 7 1 9 - OWNER TYPICAL BOLT PATTERN FOR FLITCH PLATE 12 1 1 t 2 2 2 3 3 -- recessed fixtures shall meet one of the following requirements: FLOORS AND PLASTERED CEILINGS L / 360 8 16 1 1 2 2 2 3 3 4 a5 90 100 110 120 130 140 150 THREE SECOND Husr 20 1 2 2 2 3 4 4 5 WIND SPEED(mph) 1. Type IC rated, manufactured with no penetrations between theinside of the 4:12 24 2 2 2 3 3 4 5 6 STRUCTURAL SHEATHING recessed fixture andceiling cavity and sealed gaskeeted to prevent air leakage ALL OTHER STRUCTURAL MEMBERS L / 240 NOTE: 28 2 2 3 3 4 5 6 7 E F E F E I F E I F 11 E I F E I F E I F E I F into the unconditioned space. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L 360 32 2 2 3 4 4 5 6 7 GENERAL CONTRACTOR p / 1. FOR GABLE ROOFS 10'TO 45' PITCHES. 36 2 2 3 4 5 6 7 8 s1HEATHHNc LOCATION sTuo SPACING RIDGE PLATFORM FRAMING ONLY. (e1MC9,I.°) MINIMUM NAIL SPACING F 8d coMMaH NILS or Tod BOX NAILS 4 2. Type IC or non-IC rated, installed inside a sealed box EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L / 240 2. SEE FASTENING SCHEDULE A FOR NAILING 12 1 1 1 1 2 2 2 3 nche%ox-) 16 1 1 1 2 2 2 3 3 INTERIOR ZONE 12 constructed from a minimun 0.5-inch-thick (12.7mm) gypsum wallboard IN EA. ZONE. 20 1 1 2 2 2 3 3 4 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 or constructed from a preformed polymeric vapor barrier,or other EXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES L / 120 5:12 24 1 2 2 2 3 3 a 16 5 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 air-tight assembly monufoci:ured for this purpose, while maintaining NOTE: L - SPAN LENGTH. H - SPAN HEIGHT §RR303.3 Bathroom water closet compartment 28 1 2 2 3 3 4 5 5 24 6 12 6 12 6 12 6 12 6 12 6 12' 6 12' 6 12' and other similar rooms shall be provided 32 2 2 2 3 4 4 5 6 PERIMETER EDGE ZONE required clearances of not less than 0.5 inch (12.7) from with aggregate glazing area in windows 36 2 2 3 3 4 5 6 7 6 12 s 12 s tz s 12 a 12 s 12 s 12 6 12 that 3 inches (76mm) from insulation material. a = THE WIND LOAD SHALL BE PERMITTED TO of not less than 3 square feet (0.279 m2), 12 i6 8 72 8 12 6 12 8 12 B 12 6 12 6 12 6 t2' BE TAKEN AS 0.7 11MES THE COMPONENT AND one-half of which must be openable. 12 1 1 1 1 2 2 2 2 24 , CLADDING LOADS FOR THE PURPOSE OF THE 16 1 1 1 2 2 2 3 3 s 12 s 12 s 12 s 12 s 1z s 12 6 12 s 12 Am 3. Type IC rated, in accordance with ASTM E 283 no more than 2.0 cubic DETERMINING DEFLECTION LIMITS HEREIN. 20 1 1 2 2 2 3 3 4 EXCEPTION: The glazed areas shall not be 6:12 24 1 1 2 2 3 3 4 4 BOARD SHEATHING or LAP SIDING feet per minute (cfm) (0.944 L/s) air movement from the conditioned required where artificial light and a mechanical 28 1 2 2 2 3 4 4 5 SHEATHING SZE RAFTER/iRUSS SPACING NUMBER OF 8d COMMON NAILS a 10d BOX NAILS ventilation system area provided. the minimum 32 2 2 2 3 3 4 5 5 (hong ac) PER SUPPORT space to the ceiling cavity.The lighting fixture shall be tested at ventilation rates shall be 50 cfm(23.6L/s) for 36 2 2 2 3 4 4 5 6 TOP PLATE SPLICE REQUIREMENTS intermittent ventilation air from the space 1X6 OR 1X6 SHEATHING 12-24 2 2 z 2 2 2 2 2 1.57 psi (75 Pa) pressure difference and shall be labeled. ATTIC SPACE. p FOR WIND EXPOSURES B&C shall be exhausted directly to the outside. 12 1 1 1 1 1 2 2 2 1e0IARCER SHEATHING 12-24 3 1 3 11 3 11 3 11 3 11 3 11 3 3 ONE STORY SLAB ON GRADE 16 1 1 1 2 2 2 2 3 20 1 1 2 2 2 3 3 3 E-NAIL SPACING AT PANEL EDGES(h.) RR303.6 Stairway illumination. All interior 7.12 - 12.12 24 1 1 2 2 2 3 3 4 BUILDING MIN.SPLICE � F-NAL SPACING AT N1FTtMEDIAIE SUPPORTS N THE PANEL FIELD(h.) MIKE ANGELONE,ENGINEER TABLE 402.2 and exterior stairways shall be provided with 28 1 2 2 2 3 3 4 4 138 SOUTH 1ST STREET,SUITE103 DIMENSION LENGTH a means to illuminate the stairs, including32 2 2 2 3 3 4 4 5 1.- FOR WALL SHEATHING IWINN 4 FEET OF 1HE CORNERS,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. LINDENHURST,NY 11757 TOP PLATE SPLICE LENGTH the landings and treads. Interior storwa 36 2 2 2 3 3 4 5 6 2-TABULATED 12 INCH O.C.NAL SPACING ASSUMES SHEATHING ATTACHED SIM FRAMING MEMBERS WITH G �.49. FOR FRAMING MEMBERS MATH 0.42 4r 45.49,THE NAL SPACINGS SHALL MINIMUM SPECIED COMPRESSIVE STRENGHT OF CONCRETE g Ys (631)482-7858 12'-0" 2'-0" BLOCKING 2 BAYS shall be capable of illuminating tread and 8E REDUCED To 6 INCHES D.C. 16'-0" 3'-0" BACK(_n%4'-0"O.C. 1. - TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE A MULTIPLIED BY 0.70 FOR FRAMING 3.-FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS MINIMUN SPECIFIED landings to levels not less than 10 foot NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS 4.-TABULATED NAL SPACINGS ASSUIME A BUIIDING LOCATED M ElIPOSURE B TYPE OR LOCATIONS OF 20'-0" 4'-0" candles (108 Ix) measured at the center of 2• - TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. _m• 24'-0" 4'-0" treads and landings. Exterior stairways 3. - TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY COMPRESSIVE STRENGTH A fc 28'-0" 5'-0" .-J shall be provided with an artificial light DEAD LOAD 0.6 x 10 psi). 1- `a CONCRETE CONSTRUCTION ( P ) �' - \� 32'-0" 6'-0" source located in the inmediate vicinity Weaherin otentialb 4. - TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING FOR DIFFERENT 4 ri i `r g p of the to landing of the stairway. WITH FINISHED CEILING ATTACHED TO RAFTERS %% 36'-0" 7'-0" P 9 Y• RIDGE STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: 40'-0" 81-01, SECOND FLOOR. 3 Exterior stairway providing access a Y P 9 INTERIOR WALLS AND PARTITIONS Q RIDGE STRAP SPACING in. 12 16 19.2 24 48 H/180 from the outside graide level shall be provided ( ) 50'-U" 10'-0° LZi] with an artificial light source located in the MULTIPLIER 1.00 1.33 1.60 2.00 4.00 FLOORS L/360j 60'-0" 12'-0" immediate vicinity of the bottom landing Basement wall, foundations and other 2,500 2,500 2,500c y g 5. - WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE CEILINGS WITH BRITTLE FINISHES (INCLUDING - 70"-0" 14'-0" of the stairway. FRAMING IS ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS PLASTER and STUCCO) L/360 concrete not exposed to the weather 80'-0" 16'-0" NOT REQUIRED. EXCEPTION: An artificial light source is not required CEILINGS WITH FLEXIBLE FINISHES INCLUDING Basement slabs and interior slabs on g q ( 6. - WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF tOd COMMON NAILS REQUIRED L 240 at the top and bottom landing, provided an GYPSUM BOARD) / rade, except arae floor slabs 2,500 2,500 2,500c BLOCKING2BAYS artificial light source is located direct) over IN EACH END OF THE COLLAR 11E NEED NOT EXCEED THE TABULATED NUMBER R 8d COMMON NAILS INA �1,,, t g p garage 9 Y STEEL STRAP OR THE NUMBER OF 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE ALL OTHER STRUCTURAL MEMBERS �'•v�1�" 3l) {.='" BACK Ca 4'-0"O.C. each stairway section. TABULATED DUMBER OF 10d BOX NAILS IN A STEEL STRAP. L/240 Basement wall, foundation wall, exterior wall TOP PLATE SPLICE REQUIREMENTS 7. - 1-1/4"20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT. EXTERIOR WALLS - WIND LOADS OWITH PLASTER H/360 �.,,--._,__ FOR WIND EXPOSURES B&C OR STUCCO FINISH PRO EF 3SIONAL SEAL and other vertical Concrete work exposed 2,500 3,000d 3,000d ALL OTHER CASES 1 - TABULATED SPLICE LENGTHS ASSUME TOP PLATE- EXTERIOR WALLS - WIND LOADS °WITH OTHER BRITTLE FINISHES H/240 to the weather. TO - TOP PLATE CONNECTIONS USING 2 - 16D NAILS PER FT. APPLICATION NUMBER FOR SHORTER SPLICE LENGTHS, THE NAILS SPACING EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/120d Porches, carport slabs and steps BUILDING MIN.SPLICE SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT FIRST FLOOR. a ------ p p LINTELS SUPPORTING MASONRY VENEER WALLS L/600 DIMENSION LENGTH NUMBER OF NAILS. JOB NUMBER exposed to the weather,and garage 2,500 3,000d,e 3,500d,e H = SPAN HEIGHT to floor slabs. 12'-0" 3'-0" 2 - TABULATED SPLICE LENGTH ASSUME A BUILDING NOTE: L = SPAN LENGTH, 2017 RESIDENTIAL A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE 16'-0" 4'-0" LOCATED IN EXPOSURE (B). PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS OBTAINED FROM For S:=1 pound per square inch =6895 KPI. 20'-0" 5'-01, 24'-0" 6'-01, 3 - TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. TABLE R301.2(2). a.At 28 day psi. 28'-0" T-0" WALL HEAIGHTS FOR OTHER WALL HEIGHTS, (H) BLOCKING 2 BAYS B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. b.See Table RR301.2 1 for weathering potential. 32'-0" 8'-0" THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BACK C'4'-0"O.C. C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS ( ) 9 P BY H/8. OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD c. Concrete in these locations that may be subject to freezing and DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH thawing during construction shall be air-entrained in accordance 40'-0" 11'-0" 4 - TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL. r`I•rc I ITC -r I fan rnD Tuv rhamc I rkV`Tu nC TUC 11rrIDCD w IrunTD IC I/nor CTOMPr\IT rn0 with footnote d. 50'-0" 13'-0" 9 SPLICING OF TOP PLATE BLOCKING AT ENDWALL 60'-0" I6'-0" 1 d.Concrete shall be air entrained.Total air content (percent by volume 70"-o" 19'-o" A LOW-RISE RESIDENTIAL COMPLIANCE PATH SECTION M1601 .4 - DUCT INSTALLATION SECTION R402.4-AIR LEAKAGE. (MANDATORY) MI 601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC R402.4 AIR LEAKAGE (MANDATORY).THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH SECTION COMPLIANCE PATH AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND R402.4.4. 402 R402 BUILDING FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS,AND R402.4.1 BUILDING THERMAL ENVELOPE.THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R402.4.1.2.THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL MANDATORY + TOTAL UA ALTERNATIVE CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTICPLUS- THERMAL ENVELOPE ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES.TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS SECTION R403.3 - SYSTEMS (MANDATORY) BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A AND SHALL BE MARKED"181A-P" FOR PRESSURE-SENSITIVE TAPE, "181 AM" AND THE CRITERIA LISTED IN TABLE R402.4.1.1,AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL S AND AIR HANDLERS SHALL BE IN ACCORRDANCE WITH SECTIONSR403.3.1 THROUGH FOR MASTIC OR"181 A-H" FOR HEAT-SENSITIVE TAPE. COMPONENTS AND VERIFY COMPLIANCE. DUCTSR403.3 DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR.TESTING SHALL BE O CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM)AND SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY.A - w R403.1 CONTROLS (MANDATORY). (n MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET-METAL SCREWS OR RIVETS EQUALLY SPACED AROUND THE JOINT. WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER _ AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING TAPES AND MASTICS USED TO SEAL METALLIC AND NONMETALLIC FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL COMPLY CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R402.4.1.1), OPERABLE WINDOWS AND DOORS SYSTEM. MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. WITH UL 181B AND SHALL BE MARKED"181 B-FX" FOR PRESSURE-SENSITIVE TAPE OR"181 BM" FOR MASTIC. FITTINGS USED IN 0L R403.1.1 PROGRAMMABLE THERMOSTAT. Z O COMBINATION WITH FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL HAVE A FLANGE LENGTH OF NOT LESS THAN 2 INCHES (51 MM)FOR DURING TESTING: r. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE CONNECTION OF THE FLEXIBLE DUCT. FLEXIBLE DUCT INNER CORES SHALL BE INSTALLED NOT LESS THAN 1" (25MM)ONTO THE FITTING PRIOR � DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL w A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES TO TAPING AND APPLICATION OF THE MECHANICAL FASTENER. MASTIC SHALL BE APPLIED IN ACCORDANCE WITH THE MASTIC MEASURES; OF THE DAY.THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO PULLING THE INNER CORE ONTO THE FITTING AND APPLYING THE MECHANICAL 2• DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES; TEMPORARILY OPERATE THE SYSTEM TO MAI NTAINZONE TEMPERATURES DOWN TO 55°F (13°C) FASTENER. NONMETALLIC MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181B AND --- w OR UP TO 85°F (29°C).THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE 3. INTERIOR DOORS IF INSTALLED AT THE TIME OF THE TEST SHALL BE OPEN ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN; F_ ° SHALL BE MARKED 1818-C.WHERE NONMETALLIC MECHANICAL FASTENERS ARE USED,THE FITTINGS SHALL BE BEADED.THE Q MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70-F (21 C)AND A COOLING TEMPERATURE:SET POINT NO LOWER THAN 78°F (26°C). INSULATION AND OUTER VAPOR BARRIER OF FLEXIBLE DUCTS SHALL BE SEALED TO THE FITTING USING 2 WRAPS OF APPROVED DUCT TAPE OR 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; 0 O A MECHANICAL FASTENER IN PLACE OF, OR IN CONJUNCTION WITH, THE TAPE. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF;AND Z R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT(MANDATORY). v - HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS CLOSURE SYSTEMS USED TO SEAL ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. O 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. c v T PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT EXCEPTIONS: `O X O C THAT, EXCEPT DURING DEFROST, EXCEPTIONS:1.ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA.2.ADDITIONS TESTED WITH THE EXISTING HOME HAVING A COMBINED MAXIMUM AIR LEAKAGE RATE OF 7 AIR = o o PUMP COMPRESSOR CAN MEET THE HEATING LOAD. 1. SPRAY POLYURETHANE FOAM SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. CHANGES PER HOUR.TO QUALIFY FOR THIS EXCEPTION,THE DATE OF CONSTRUCTION OF THE EXISTING HOUSE MUST BE PRIOR TO THE 2009 WASHINGTON STATE ENERGY CODER402.4.2 FIREPLACES. �' vt o vim « R403.3.2 SEALING (MANDATORY). 2. WHERE A DUCT CONNECTION IS MADE THAT IS PARTIALLY INACCESSIBLE,THREE SCREWS OR RIVETS SHALL BE 3 s 3 v NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS,AND OUTDOOR COMBUSTION AIR.WHEN USING TIGHT-FITTING DOORS ON FACTORY-BUILT FIREPLACES LISTED o . Cy) - IOU DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL EQUALLY SPACED ON THE EXPOSED PORTION OF THE JOINT SO AS TO PREVENT A HINGE EFFECT. AND LABELED IN ACCORDANCE WITH UL 127, THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE.WHERE USING TIGHT-FITTING DOORS ON MASONRY FIREPLACES,THE DOORS SHALL BE �, - o COMPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODEOR INTERNATIONAL 3. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), LISTED AND LABELED IN ACCORDANCE WITH UL 907. ` °' ` I L 1- RESIDENTIAL CODE,AS APPLICABLE. o ` U U REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS AND �� 3 a o c N �, o ,� :S ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE R402.4.3 AIR LEAKAGE OF FENESTRATION.WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT(1.5 US/M2),AND °' '•' '' °' � �'`� o _ � _ .- o rn c v a- E g C a`� C o v EXCEPTIONS: LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT(2.6 US/M2),WHEN TESTED ACCORDING TO NFRC 400 OR AAMAIWDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY v o o E -- 1.AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT M1601.4.3.1 SUPPORT FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4 FEET AND LISTED AND LABELED BY THE MANUFACTURER. .� 0 0 a3 v • o � � � �_ .... w ADDITIONAL JOINT SEALS. (1219MM)WHERE INSTALLED HORIZONTALLY AND 6 FEET(1829MM)WHERE INSTALLED AS VERTICAL RISERS AND SHALL BE INSTALLED IN EXCEPTIONS:1. FIELD-FABRICATED FENESTRATION PRODUCTS (WINDOWS, SKYLIGHTS AND DOORS).2. CUSTOM EXTERIOR FENESTRATION PRODUCTS MANUFACTURED BY A SMALL BUSINESS PROVIDED o 3 C - - C, = O L ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE ADC FLEXIBLE DUCT PERFORMANCE& INSTALLATION THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET, OPERABLE WINDOWS AND °' ay x a, 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER MM IN WIDTH AND THE SAG BETWEEN SUPPORTS SHALL NOT EXCEED DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.R402.4.4 COMBUSTION AIR OPENINGS. IN CLIMATE ZONES 3 THROUGH 8, U o _ 3 � a COLUMN (500 PA),ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR STANDARDS. SUPPORTS SHALL BE NOT LESS THAN 1.5 INCHES (38 ) WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION, SPACE CONDITIONING FUEL BURNING APPLIANCES, THE APPLIANCES AND COMBUSTION AIR OPENINGS SHALL C N w 0, C-.-- C, v O t 0 ", N CONTINUOUSLY WELDED JOINTS AND SEAMS,AND LOCKING-TYPE JOINTS AND SEAMS OF 1/2"(13MM)PER FOOT OF DUCT LENGTH BETWEEN SUPPORTS. BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE, OR ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN o � �C, w 0 M K AND BUTTON-LOCK TYPES. 0 OTHER THAN THE SNAP-LOC SECTION R403.4 MECHANICAL SYSTEM PIPING INSULATION(MANDATORY). ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1,WHERE THE WALLS, FLOORS AND CEILINGS SHALL MEET THE MINIMUM OF THE BELOW-GRADE WALL R-VALUE REQUIREMENT.THE o w a - `- 0 .� R403.3.2.1 SEALED AIR HANDLER. ` DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM INSULATED IN ACCORDANCE WITH SECTION R403.THE COMBUSTION AIR DUCT SHALL B E INSULATED AIR HANDLERS SHALL HAVE A MANUFACTURER-S DESIGNATION FOR AN AIR LEAKAGE OF NO MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F (41°C)OR BELOW 55°F (13°C) SHALL BE INSULATED TO A MINIMUM 0 R-3. WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8. J MORE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH R403.4.1 PROTECTION OF PIPING INSULATION. EXCEPTIONS:1. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE.2. FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2 AND Q ASHRAE 193. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EMINENT SECTION R1006 OF THE INTERNATIONAL RESIDENTIAL CODE.R402.4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC RATED AND 2 R403.3.3 DUCT TESTING (MANDATORY). MAINTENANCE AND WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.ADH_DIVE CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 US)WHEN TESTED AT A 1.57 PSF(75 PA) PRESSURE DIFFERENTIAL AND SHALL HAVE A LABEL ATTACHED CK (n DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING TAPE SHALL NOT BE PERMITTED. SHOWING COMPLIANCE WITH THIS TEST METHOD.ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING 0 = UC w METHODS: F-06 w 1. ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF w Z L1J ()f co co } �- � z 0.1 INCH W.G. (25 PA)ACROSS THE SYSTEM, INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST.ALL REGISTERS SHALL BE TAPED OR Q W rQ 0 OTHERWISE SEALED DURING THE TEST. L J z p Z Q < 0 a- 2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE Z ENTIRE SYSTEM, INCLUDING THE _ L1J J m � � � DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THEE S , MANUFACTURER-S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST„ :_-- c;r.-� ;,.�,lr Q EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR rr'' M t1. n�rher .rl•n-r HANDLERS ARE LOCATED E=NTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. =_ - �• ` � - �{ ,, ,' • r.r 1 _ �_.Y • a I ? \ ..�': `'} j` Iter. �„1 A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CPA nnCry;;a] t,-med CONDUCTING THE TEST AND PROVIDED TO THECODE OFFICIAL. - -- -- t""''l't tiw,1,.�� R403.3.4 DUCT LEAKAGE (PRESCRIPTIVE). ' I Llrye;nl cnufke d.gluc�-d �'�"' 5, 1! G� ' ''; `' t . � , f� •.. �~"ti 13'y1 4.' ' I.-I V� gi `.i,••3 1 � �_ � � h' t t ''' " THE TOTAL LEAKAGE OF THE DUCTS,WHERE MEASURED IN ACCORDANCE WITHSECTION cr t�-r__M:c•te-d to toy pit_ ;1.. -'h . . � �; 1 ;�.- ,.•'--.-�,�� I -_•�_ R403.3.3, SHALL BE AS FOLLOWS: ` I; F1ry:;a'Icaulked glued 'f,innr. 1. ROUGH-IN TEST:THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER rsr ry lsk.F>ta- to bC ttor?t pl_=.te AREA WHERE �' sct'nri �,1,•_ e�l:lk�.n or MINUTE (113.3 UMIN)PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR [+ THE AIR HANDLER IS INSTALLED AT THE TIME OF THE TEST.WHERE THE AIR HANDLER IS NOT to sut;flof,.t INSTALLED AT THE TIME OF THE TEST,THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO °+ - r- -- ---- - 9 t .- i i j - 3 CUBIC FEET PER MINUTE (85 UMIN)PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR I Sub`OOr glied. Caulkf"I Or G;1 k.gA1 AREA. - to r'm joist rmi Clo_ur-O C r Rlr.�go r.t rim closure cau kr,v 4 CUBIC I _ 17-1 �tpr; t•a t-p pI7L*- R TION TEST:TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO C l t ; 2. POSTCONST UC FEET PER MINUTE (113.3 UMIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA. `' �` �'y1`;.1'i C tllkF::jt7fllF::j ! . or 5 BUILDING CAVITIES (MANDATORY). :- ' I , I ) q"14 �ti'd to tep p!.=�t7 i i ' - ;, �'I `r,Ift.F'`,lI 7.11 It ' 8403.3. A '+ : ^^ (••�- MIKE ANGELONE,ENGINEER BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. � 1 , ! ; 138 SOUTH 1ST STREET,SUITE103 LINDENHURST,NY 11757 g I .• ^' { t`'' (631)482-7858 -- ' iii i �.1' ,,;'_ ,�, __- :;,.,,_11,.•a'.. t` .'1'•rt;,:' e', fi;r„nt c I.IIt'.F'•;j Milt' nr -- C l ) - t- t1 Ii / ottem •,y �n 1-,g1-.r ''i. p y ' ,./ - r..._ .ice �':t=i' :f'.l ,r-»ri;,'1= `•.,.1 �r-0 :.li ` ` or ii{ y t :1'�.N iNil to,�+.(��.;�7�.',t S•i.l i .} [ ` ',w�. '' [" - _„•.,�sr `=i'.1 b•'O Cf CtfSnd. COUIt:C•d Or raSH:rt C i� t<".e��.�x.x, 61 f i,• ,»..__` � --�. 1 t - . !` to r m JOI",t fIT' dr--u-ttf� ,r •p,r nr !•',l:t 0, Pt'11 t(7'! 'If, 1.lff, C,'ItII r///.,,��,rI'r`, { *f : I..r• rt, r".' t k •tr^r,r' r,1:�1 .. v L,a._ , •.: i, 6 i.f t �- � - 1 ___,� • � x,� PROFESSIONAL SEAL .,1--on, 1-.r1Z, S L�I. p"DIe 1"°i;i`�CSd O'v r�r 51 I '1:1 �f1 } APPLICATION NUMBER lla/`C=^,"a}� 1 Fy.\li,l..l .P 1 Typical Air Barrier Detail Typical Drywall Air Barrier Detail Electrical Back Box Air Barrier Detail 2 JOB NUMBER Scale-N.T.S. Scale-N.T.S. 3 scale-N.T.S. 2017 RESIDENTIAL