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,�g4CpG Town of Southold 5/30/2017 P.O.Box 1179 o - _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38978 Date: 5/30/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 5345 Skunk Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 138.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/31/2017 pursuant to which Building Permit No. 41510 dated 4/10/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued.is: ACCESSORY TWO-CAR GARAGE WITH STORAGE ABOVE, AS APPLIED FOR The certificate is issued to Zoumas,Ioannis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41510 05-24-2017 PLUMBERS CERTIFICATION DATED t oriz Signature ��o�goFFTOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE oy, • oP 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#: 41510 Date: 4/10/2017 Permission is hereby granted to: Zoumas, loannis 2050 North Country Rd Wading River, NY 11792 To: Construct accessory detached garage as applied for. At premises located at: 5345 Skunk Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 138.-2-6 Pursuant to application dated 3/31/2017 and approved by the Building Inspector. To expire on 10/10/2018. Fees: ACCESSORY $364.00 CO -ACCESSORY BUILDING $50.00 $414.00 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 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. At_c,H 3 IJ-674 New Construction: Old or Pre-existing Building: (check one) Location of Property: 5 14 Uy House No. Street Hamlet Owner or Owners of Property: OAJ J i S �Gv�laS Suffolk County Tax Map No 1000, Section 13a Block 2 Lot Zo Subdivision Filed Map. Lot: Permit No. �� S Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 150 pli nt gignature pF S Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 e roger.richertntown.Southold.ny.us Southold,NY 11971-0959 �® C®UNN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Zoumas Address: 5345 Skunk Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 41510 Section: 138 Block: 2 Lot 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only - Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 14 CO Detectors Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect �] Switches Twist Lock ri Exit Fixtures TVSS Other Equipment "DETACHED GARAGE" Notes: Inspector Signature: Date: May 24, 2017 0-Cert Electrical Compliance Form.xls so CA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: rAyy\% 1 no DATE INSPECTOR R 'HITECT MARK SCHWARTZ &ASSOCIATES 28495 Jdain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com May 10,2017 Southold Town Building Department Main Road Southold,New York 11971 Re: JNS new garage 5345 Skunk Lane Cutchogue,New York Permit#41510 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the rebar,concrete the ridge change to 3-1/3/4" x 16'microlams and to the best of my knowledge, this work has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, D Mark Schwartz MAY 1 1 2017 BUIELDING DEPT. TOWN OF SOIJmoLD AIA Membei American 1m titute of AnhilecE77re f FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) p ------------------------------------ C 'FOUNDATION (2ND) z I ✓&MI' X o t -1612 Wei' A✓' AVL41 --� _ (A ROUGH FRAMING& � _ PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE 3 /09 .Gh �e.-, FINAL Pi ADDITIONAL COMMENTS 3X Or✓ ✓ rr✓ z C htarn&%1-# N;:o b S IT-e, —elffiOA Lo o \ z e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST =tea BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 1\1 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 /5–t Z Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S D.E.C. Trustees C O Application Flood Permit Examined i f 20 D 11.E Single&Separate G d q Stoma-Water Assessment Form �� � 1 2�1 VCo tact: Approved 20 Mail to:41(A ZDuoil'5 Disapproved a/c Expiration -20 T® OF g+®U'I' is ector APP ICA ON FOR B NG PERMIT Date OAU14 31 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 permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections ;145 C0.,K17A,_<i C--) (Signature of applicant or name,if a corporation) ZSCa 90L*5 ZSP1 YIAD WO �PFJ y fr�2 (Mailing address of applicant) T State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises )PA A)1\7 1 S Q U h:6/AS (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. H rl c ) -1 "'1 Plumbers License No. SSD'7-s Electricians License No. 'b$ Other Trade's License No. 1 Location of land ori which proposed work will be done: 5'345 SKr ci�s�, aC� y �1q3� House Number Street 41amlet County Tax Map No. 1000 Section 3 S —Block—"—,, Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 17E, AG 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 r I 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front ;W.21611 Rear ° 27 ��Depth 2_q Height 18, Number of Stories 1 9. Size of lot:Front 7 U Rear '�0 Depth z�� 10.Date of Purchase ileln'f1-I L, ZD/Le 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 io 13.Will lot be re-graded?YES/ NO Will excess fill be removed from premises?YES_NO 24'So al.(_oyo✓rqAf R. 14.Names of Owner of premises I oAopis 1pv).1AS Address WA1014oti 04YO sr g"2Phone No. u31. 929. So28 Name of Architect nti K S_gd,rAtrr 2 Address Cuf LYP67[JE,y N Phone No(,3i. ;Sq. 4185Name of Contractor_ CaAKtZAc-(i j.�G, Address LS[, Rau-4 2,rA r Phone No.LP-31. 929. !n0o_o I1fAQWC, 644�Lquy 0491 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 *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 e&L lC) 4169 2gq,,4Jks being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C0X>'rfLA'C-r n1_ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER Swom to before me this NOTARY PUBLIC,STATE OF NEW YORK ti 13 St day of 1 20 I7 NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2!0 Z tarp ublic Signature of Applicant Scott A. Fussell ,��°S1111Q/r1. STO]K1MMA T]E]K SUPERVISOR 1\\][A\I A\G]EMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOL,I,OWtING: f Yes No (CHECK ALL THAT APPLY) ❑ D/A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®13/13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑CIC. Site preparation on slopes which exceed 10 feet vertical rise to ®C( 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. ❑d E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 010 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 i 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. fS.C.T.M. ': 1000Date APPLICANT (Property Owner.Design hofessional,Agent.Conti actor. Othel Di trict NAME �S G 1_F Z- 3-31-20)4 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Infounation Tr:rptron-\umMrl it 1 Reviewed By: — — — — — — — — — - — — — — — — Date: 3 - 31- / Property ,Address/ Location of Construction Work: � — — — — — — — — — — — — — — — — Appioved for processing Building Permit. 5-14-T SY-vu1_ E Stormwater Management Control Plan Not Required. — � GcYrG N oG-�UG f A��J I I g 3 S — Stormwater Management Conti of Plan is Required I ( D (Forward to Engineei ing Depai tment for Review) FORM # SMCP-TOS MAY 2014 O��OF SO&I�,o Town Hall Annex JLir Telephone(631)765-1802 54375 Main RoadCA ax(631)765-gg5Q2 P.O.Box 1179 G ro er.richert town.so 0 .n .us Southold,NY 11971-0959 �O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: y6t4JJ1%,� � 6- +,-. , Date: q /)_ 1n Company Name: ,,Y-0 h u C�'� � (� .CA, Name: V1 1 rt c¢Vt e'ri n tAc License No.: 5-0 57� fil E Address: d ! © 6 Phone No.: 3 I_ a ss^ -22 y JOBSITE INFORMATION: (*Indicates required information) I *Name: 2- rr V 5 *Address: 5_ U ! Jq 3 5— *Cross Street: •,�� �- �� *Phone No.: (9 7 v - - Permit No.: Tax Map District: 1000 Section:- -- Block:— Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) *Is job ready for inspection: 3 YES O (::Roug:hln Fina! � *Do you need a Temp Certificate: YES I Temp Information (if needed) � *Service Size: 1 Phase 3Phase 140 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION rte, I 82-Request for Inspection Form �V REVISIONS: 24'-0" 24'-01, 10. 12'-0" 910-0f1 3'-0" 19'-41/2" 3'-3" 1 -42 TW3046-2 ----------•---------------------------------- (2)2X12 HDR ' (2)2X8 HDR N 1, v 8"PC WALL(FOP OF WALL AT 8"ABOVE GRADE) p I ' n _ ------------ MONOLITHIC CONCRETE FOOTING(18"X16") N a i ALONG-PERIM�ET2 w/(f)43 Ttl`�Alt('fYP.----------------- z--------------N- � 1 d' 11 M r j Z0 1 N I' ( I WJ0 o UNCONDITIONED SPACE 0 zz 00 1 N 1 111 Q !Y R 1 1 A v I O,yl,00 1 N 1 w p I 0 m .3 ^ '------- ------- 11 = I z • . c • ------ ------• 1 1 ) I ^N 1 LL 60 M aazd N I I o v I �. Z < a OD i i i V 11 OPEN i ; 1 OPEN �p I p�; TO Ix., c i� 0 ".- LOFT TO d of ABOVE rq BELOW •� X i / 1 = F+ (91 UNCONDITIONED SPACE M N o N" � �+ I .u1,r Q 1 1 1 N W vl' • I z ' I • r 1 1 ' IN ' 1 v ) ---------------"I -------------- I I ; ' ) I D O N i i N N 45min.FIRE RAT D 1; N r ° I ^ c0 C) (-Q � d 1 v Irl 100 > DOORw/SC HI ES 1 8,-0" "' 1 I i o ( �+ `� "' O AND STEEL JAMB N p a 6X CONC.FTG. /(2}# RBA (2)1-314X16 ML w/1/2"STEEL 1: m 11 m N o . v 1 0 8 w 5v REBAR of w , 1 N N Q 1 Q .— N ' IO .v ' .4 GpQO D .a D ` p .a D . C _ g o • op� q, o • opt o .p .•rc o N r-a -------- --- --------------------------- T-0" 4 .n od .o Q'4 P e.v o� .o o D.4 ,a e.o A o p' ,a .o I a ---------^--------------------------------- 3'h RAILING 1 (2)2X8 HDR Z 5'-71/2" 17'-92/2"' Q p Ce O ,-•, •-------------------- GARAGE z o°o w U 4"CONC.SLAB,REINFORCED w/ w w w 6X610/10 WELDED WIRE FABRIC O�z O 0 Q w o i OVER 2"(MIN)SAND ON 6"GRAVEL w Z m Z 0 0 a ' 12 ' 1 N . I r 4� 0OC' ( LL i I SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) V 4 ^ 5CSHEEK RAT ON 1 0 ; FOR DRAINAGE,1/8":12"(MIN) 0 4"" O Q ILING i N i V •° 'f-N 1 1 V 1 1 v I 2 v O 1 1 D GARAGE 1 I z w 1 --------------- ifl o I -------------------- UNCONDITIONED SPACE 1 ; N 2X4 STUD WALLP OVER 2X6 ACQ SILL PLATE .v 1 t (TY } p Q C . p 4 p a r • p 4 V a •v . r r p 4 p a •v N 24,-0„ 24 —0 O s S E PROJECT NORTH FOUNDATION PLAN z E W PROJECT NORTH ROOF PLAN 5 E N SCALE: 1 4" = 1' m a w N SCALE: 1/4" - �' PROJECT NORTH FLOOR PLAN / E.., z w N SCALE: 1/4" = 1' 1).INSTALL FIRE BLOCKING,FIRE COLLARS.CAULKING,etc IN CEILINGS 5).ICE&WATER BARRIER TO BE USED 1N ALL VALUES,RIDGES,INTERSECTIONS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. O In U PER CODE. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. I:••+ USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. O- U USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND CUTTING INTO SHINGLE SURFACE. DIRECTLY TO THE DECK ALONG EAVES. 1-3/4X 7).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. WF7T ML 4).USE 15#FELT UNDERIAYMENT WITH ASPHALT ROOFING. 12 OL aj Cq 2� N ® cD m 4 !✓ 0 I PROVIDE It 3'h RAILING p LO v rn O x o 2X10 DF#2 @16"OC '00 o °J 05 +' SOLID BLOCKING 16"OH 04 .0 BETWEEN JOISTS -Z 4 m llt� " r °• 2+roc V raj N r---� r� STORM WATER MANAGEMENT DETAILS _ _ ID .- �, T 5/8"TYPE-X SHEETROCK N I CU I ROOF AREA:805 SO.FT. N.T.S s I pD ON WALLS AND CEILING00 w 3 AT 100%WATER RUNOFF:735 CU.FT. 1 I I 11 l I I t { 1 PROVID(CAPACITY:1 9 CU.FTDRYWELL 2X6 AC SILL PLATE r 4"(min.)CONC.SLAB,REINFORCED w/ Q :losraNEssstEE f 1 ( 1 I 1 �1 �J TERMITE SHIELD OR GALVANIZm t \ 1 I I 1 1 I ny WOODSCREWSw/ + ,I `IJ I y I ( I n I ( I ` _ OVER 20(MW)SAND ON 6°GRAVEL SILLS L / WASHERS®1r O.C. I I 1 12^oc OGEE GUTTER-STANDARD 5" Z • •o � "x"' ;••.;r••• "•vr .;v vvR.q... �••v"• ,ro yr•,-• •;w•r•� •":• t 1 1 I I I I ( NOTES: Ip•r•�.d �' 1 ) \ ) 1 >�edi• 16X8 PC d{ ��F 1 U 3/4 APA PLYWOOD 1).EXECUTION: FOOTING O 1 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 1/2'APARATEDSHEATING MONOLITHIC �� 2 #5 REBAR 1 1 1 G-01 PLYWOOD I I I FOOTING ( ) 1 f (ALTERwarnnE:7115"O.s.B.) I / 1 I \ I 2).PREPARATION: (2}#$ TNG �I 111 I ® y y I ` A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. �+1 I 1(Y APA RATED SWATHING PLYWOOD i ' , / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR _{1 { + I 1 y ( y I { (ALTl1NATIME:7/16'O.S.B.) ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. N Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR CROSS SECTION I / 1 1 / METALS WITH PROTECTIVE BACKING PAINT. •10 STAINLESS STEEL ( ( I / / I / 2X+DFR2 OR GALVANIZED ' 1 sruos � ' � � 3.INSTALLATION: ��11 WASHERS C it c ® A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. (�n , i 11 _ 1 1 V•I f 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. SCALE■ 1 4 — 1 1 WINDOW su ' '' 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. / TYPICAL WINDOW OPENING 11 I 11 ) ' I ( (LESS THAN 4'0X8'-D"OPENING) OR o a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ll ro WOOD 1011- ACCESSORIES. IT WOOD$CREWS W/ B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP.)DINT WASHERS®1r O.C. \ CONNECTORS. TYPICAL DOOR OPENING 3) CONNE�DOWON ATE TI STORM SEWER SYSTEM AS INDICATEp.SEAL 1.W MULTIPLE PLYWDDD ASSEMBLIES 1...1/ (LESS THAN 4'-0X8'-0"OPENING) 2-ZX+DFk2SNDSCONNECIED �1 TOGETHER WRH STAT ESS STEEL DRY WELLS TO BE 10'MIN. 4).PROTECTION: �4 OR z,NIZED BOLTS W/WASHERS AND NITS 0 r-0.O.C. AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) COMPLETION. f OO a WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �" ems ' �,'� AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) w WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" �� AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO f COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODEp.THIS IS NOT A SUBSTITUTION FOR DESIGN•PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. D ALL PANELS MUST BE T TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. D DRAWN: MH/MS CU HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. . ' Y..��-s � � SCALE; 1/4"=V-0" MAY 1 1 2017 • JOB#: f4. GiZv3� •4�' May 10,2017 W T T, � " SHEET NUMBER: EUILD�1'G ITT. TOWN OF sOUTIIOLD �/; Ae2 INS FIFCAUMD REVISIONS: I I Buss PLAOAM) FEE: �!OF:V ;:.N 11 T O'Nil vi C`,DIES 1 � 1 -i 0 _�i I 11 711--L_ 41 r:: - F�! F, !'I P 0i J R"UG11-1 - 4. FINAL - CO f!STHUCTI,,�N' MUST EE CO"17, 1-FTE FOR C.C. ALL CC;-I3f'RUCIi,(.11r\-' "',EET THE STERLING ROAD rF_QU'FR.Pv'I EP ITS OF TI "CON-53OFt'FVj E FOR YOR!�\' STATE. NOT REI�l Li- D EES!',3;Ill OR CONS TRUCTICIN EF )RS. r DWELL U` PUBLIC WATER RUNOFF r"nj�l cgolRl, -7 . i L jj r,)6 ffA I� -�,jj Ci S�j U L 1-1 1 la Lr) LOT 105 DWELL HOUSE QI PUBLIC WATER EXISTING WATER VAT MAIN O GARAGE 100'SETBACK LINE FROM .01 S 820010" W WATER 250 EL. I EL EL. EL.l. I I tL - LL U, 3.9'1 0 O 9 63 4.7 10.01 8.91 7.4' Uj DWELL 160I IIA _5 WELL Lr) I 0 U) ROWS OF OLD DOCK POSTS DW 06N z OVERED Ln RAISED PORCH PATIO 2 STY.FRAMED HOUSE FF EL.9.7' DW FF EL9.T FF FL.W 13---- EL,4 Z Uj 1 I DW I EL. EL 9.3, 9.01 > 9 24 U 160- Rl �a - 62.0' 0 12 T < PORTA REMAIN ON I,; 'V TO I.IRT LU - - p R)1111!T�QN W NST o., BALDWINS O OFCLr) GARAGE STUDIO EXPANDED DESIGNED CREEK w c) Gs EL mcr DRIVEWAY EXCAVAT10N DRIVEWAY CONSTRUCTION DUMISTER - I z >- DR AREA:1190SQ.Fr, STOCK PILE coNcRm DRIVEWAY AREA:1800 SQ.Fr. TO REMAIN ON SITE FOR 0 2"RAINAymouR:igg cu.FT. 2'RAIN/HOUR:301 CU.FT. CoNM PRO, LOCATION DURATION 0 DE(1)' -6-deep DRYWELLS WASHOUT 0 PROVIDE r2)Vd-Wd"p DRYWELLS ION OF ucTIC) 16 0 (MUD CRCEEK) WtTlol�dCA'i&BASIN /N WITH CATCH BAS N EL. EL. EL. EL. EL. 5' in v 10.01 /-N 8 EL. I I I I I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A I I I I I I I I I I I r--m5.01 EL. < 115 250.0' N 8200'10" E o p O m DWELLU PUBLIC WATER 100'SETBACK LINE FROM Aw4t 11 WATER YL U HAY BAY w/ SILT FENCING LIMITS OF CLEARING TO BE I I LOT 107 NO MORE THAN 20FROM DWELL PROPOSED WORK AS HIOUSE INDICATED ON SITE PLAN I PUBLIC WATER 0 (U 4 W- m U O X 0 2 U L r) SITE PLAN &, (U gU .. 'm B. SCALE: 1" 17 4 4 20'-0' • M U Ln U STORM WATER MANAGEMENT DETAILS. SITE DATA: SCTM # 1000-138-2-6 1000-138-2-15 ROOF AREA:1645 SO.F7. N.T.S. DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: ROOF AREA:805 SQ.FT. AT 100%WATER RUNOFF:275 CU.FT. AT 100%WATER RUNOFF:135 CU.FT. PROVIDE(2)B'DIA.X 4'DEEP DRYWELLSPROPERTY: 17,489.3 SQ.FT. U 0 PROVIDE(1)B'DIA.X 4-DEEP DRYWELL (ALT.Vdia.,8'deep) U) (CAPACITY:169 CU.FT.) DRYWELLS CAPACITY:338 CU.FT. ESTIMATED AREA OF 14,000 SQ.FT. GROUND DISTURBANCE: GARAGE HOUSE OGEE GUTTER-STANDARD 5" EN NOTES: F; PROPOSED HOUSE: 1258.4 SQ.FT. 7.2% 360 CU.YD. 30 CU.YD. 14j 1).EXECUTION:A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, COVERED PORCH: 204.3 SQ. FT. 1.2 o/o 35 CU.YD. 5 CU.YD. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR RAISED PATIO: 448.0 SQ. FT. 2.69/o 80 CU.YD. 15 CU.YD. U) ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �4 METALS WITH PROTECTIVE BACKING PAINT. PROPOSED GARAGE: 660.0 SQ.FT. 3.8% 40 CU.YD. 5 CU.YD. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH MA HANDBOOK AND THE DRAWINGS. PROPOSED SEPTIC SYSTEM: - 75 CU.YD. 25 CU.YD. 1).GUTTER TO BE PITCHED TOWARDS LEADER I-TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER If LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND PROPOSED DRYWELLS: 16CU.YD. 2 CU.YD. ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. TOTAL: 1910.7 SQ.FT. 14.8% 608 CU.YD. 86 CU.YD. J,;,.. A DRY WELLS TO BE 10 MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 00 'N DRAWN: MH MS 0 o o 0 SCALE: 1/4"=V-0" is Erg, JOB#: March 28,2017 7 1 0 SHEET NUMBER: ll� OF S- 1 REVISIONS: - - - - 0j - - - - o W � z 0 o00 W H IEll Ll I O Co LjO 77 PROPOSED EAST z ELEVATION PROPOSED WEST ELEVAo SCALE: 3/8" = 1' W SCALE: 3/8 = 1 z o �O kf) U v U Cl) oll— — — — — — — — — — — — — — — — — — — — — — X O -— — — — — — — — — — — O e�7 j 40 _ — — — — — — — — — — to Co Co w U O O `\ 00 ` d V un PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION — — i �f.� +N` . t°` DRAWN: MHS M'_0.. SCALE: 3/8" 3/811 - 11 SCALE.■ 3/811 - 1 JOB#: March 28,2017 SHEET NUMBER: ` ti . A� l REVISIONS: 24'-0" 24'-0„ 12'-0$$ 9'-0" 3'-0" ol 19'-41/2" 3,-3' ol TW3046-2 ------------------------------------------- T-0 o• ve D �• ve Da a A o• a p e (2)2X12 HDR 1'I (2)2X8 HDR N II ° 8 PC WALL(TOP OF WALL AT 8"ABOVE GRADE) p I 4 _ MONOLITHIC CONCRETE FOOTING(18"X16") i N H - -------------ACONC�'ERIMIfiEitw/(�)NSREBAR(TYP.)---------------- , ' I 111 \ r ; V O Z 0. o Co 11 co 1 N Co SII CeI n w O 44 Ce 7 N II ----"- X11 00 LL 60 1 \ N In ° : INSULATE UNDER SLAB Z Z ° 00 I I 1 r- 'I OPEN 2 I w/R10 ISULATION BD. 0 ' u j OPEN CC) I �In TO N '4 i O ui '� I TO �t O ABOVE I •— F"' i BELOW x ' 111 1 U J 1 1 1 ' MO W 111 1 O ` ~j w X U ----------------; ; O 00 N 45min.FIRE RAT D ;i N ° i ' ILD rn ' ' �t e^ "' DOOR w/SC HI ES 11 ' „ m w Lo I A I N > 8 —� N > I I r 16X8 CONC.FTG.w/(2)#5 REBAR 1 v I I 2) 1-3/4X16 ML w/1/2"STEEL I� m AND STEEL JAMB 111 m r 4 V ± , ( N N Q ° Q N N r ' '�'Q '�'4 opQO �� �v •�i- N �--� N-------"------_-- ----------------------- 3'-0" .4 �° L�off, A od�4 ,a e.� �� p n0� ,a e.L] �, p oQ" ,a a�01 a A?•I 3'h RAILING I (2)2X8 HDR 4 i' A a r� 5-71/2" 17'-91/z" Q 04 p Ce 0 -------------------- GARAGE Z o 0o w O v 4"CONC.SLAB,REINFORCED w/ w ° 1� W 6X6 10/10 WELDED WIRE FABRIC p Z I Q W n OVER 2"(MIN)SAND ON 6"GRAVEL m O Z c ; Lill 4 I = ° " Z O ¢ F+•1 1 I � o ' 12 ' , r i I SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) Z O Q 1 ' 5/ TYPE-X FIRE RAT D , Iil i SHEETROCK ON N o° ; FOR DRAINAGE,1/8":12"(MIN) O O 00 LLS AND CEILING N i ° V `O z W 1 0 Ln u Ln Q u I ' I Z *t W I ° i 1 , I 4 N I c I 2X4 STUD WALL(NP)OVER 2X6 AC SILL PLATE C pa pa av .4 av 24'-0" 24'-0" O H S CED PROJECT NORTH FOUNDATI N PLANE PROJECT NORTH ROOF PLANsO E WPROJECT NORTH FLOOR PLAN SCALE: 1/411 = 1' z N SCALE: 1/4 = 1 (� N SCALE: 1/4" = 1' 1).INSTALL FIRE BLOCKING,FIRE COLLAR4,CAULKING,etc 1N CEILINGS 5).ICE&WATER BARRIER TO BE USED IN ALL VALLIES,RIDGES,INTERSECTIONS (MAX.10'OC).AND INTERSECTING WALLS,LOAD-BEARING WALLS, WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. O U PER CODE. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT U 2).APPLY 1/2 THICK FIR CDX SHEATHING OVER ROOF FRAME. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND CUTTING INTO SHINGLE SURFACE. DIRECTLY TO THE DECK ALONG EAVES+. (2) 1-3/4X16 ML — - — - — - ` - ` - ` - — " — - - ` - 7).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. w/1/2"STEEL 4).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. I� OG 2�,oO�#2Q• � � R49 � � N ' G m eM O I PROVIDE 3'h RAILING p m v o � 0 �" cc) `� x o 2X10 DF#2 @16"OC O 44 z � v R20 � 4 R30 16"OH 00 O SOLID BLOCKING It BETWEEN JOISTS M u n u " 24 OC r----7 r� r mSTORM WATER MANAGEMENT DETAILS 1 I ® ® ® �4 ® ' �, O 5/8"TYPE-XSHEETROCK N G v i 1 ( ' ROOF AREA:805 SQ.FT. N■T•S■ I 00 ON WALLS AND CEILING W 1 1 I AT 100%WATER RUNOFF:135 CU.FT. y I ` ® I 1 I� � 15 ® j f R20 PROVIDE(1)8'DIA.X 4'DEEP DRYWELL (CAPACITY:169 CU.FT.) 2X6 ACQ SILL P 4"(min.)CONC.SLAB,REINFORCED w/ ( y 1 ( f ' 6X6 10/10 WELDED WIRE FABRIC SHIELD RIO STAINLESS � I OR--AN 1 y N ( ( ( } OVER 2"(MIN)SAND ON 6"GRAVEL SILL SEAL � � ill � � I )On ) WOOD SCREWS W! / 1 �1 I WAShERS 12"O.C. _ - •r ) " CWS 12roC ( j �...y:- �..y... wP.:,,..R...y.. ..,r. 9y...R....y.. .y.. ..�..R...,y.. ..y., ...y..k....Y.. :.y.. w:y..&. ..,n.. ...4..�..R. ;,r. .4' ,.R C'�' 2 � I ( ( I � OGEE GUTTER-STANDARD 5" ( NOTES: iv d a d H �l ' ` � � \ ' � 1 I � � • � I 2111'AIA 1).EXECUTION: .i� r 16X8 PC R10 d i ��: I V 1 / Il I SHEATHING11'AIA A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. MONOLITHIC FOOTIN�7r „ O I 1 GRA APA RATED SHEATHING I 41 / I I` I ' II 0-1 (ALTE0.NATNNE:7/16'O.S.B) l � � , I � ` I � I � ', , FOOTING (2)#5 REB 1� � y 2).PREPARATION. 2 ` y A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ( )#$REBAR In"APA RATED SHEATHING GRADE PlYW" B PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR _F� (ALTERNATNNE:7116'0.S 8.) / I I 1 I / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I� ( I I Q. PAINT METALS WITH PROTECTIVE BACKING PAINTURFACES IN CONTACT WITH DISSIMILAR CROSS SECTION-RIO STAINLESS STEEL / ;4 ORNLESS STEEL 2X4DFR2 I I I ' I 3.INSTALLATION: f' I !� ` �? H WOOD SCREWS W/ l t ��s y I ' A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 11 1 (�'��!' ���/\R WASHERS@ Ir O.0 �• I \� ( /' 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. SCALE: 1/4 1 WINDOW SILL I ( 1 . \ f �---1 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ?j TYPICAL WINDOW OPENING I ' y 1 `I 1 I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND t U ( ( I 1 (LESS THAN 4'-0X8'-0"OPENING) IT I ORGALVN IZED EEL ACCESSORIES. 1111 ORGALVANIZED I w000scxEws Wa B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT (f) WASHERS'12"O.C. \ CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL TYPICAL DOOR OPENING CONNECTION WATERTIGHT. MULTIPLPLYE DSCONM"LfES PRESCRIPTIVE DESIGN PER R402, 2015 IECC: (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 RW STSTACONNECTED R GALMIZEDB BOLTS SWEW STEEL DRY WELLS TO BE 10' MIN. 4).PROTECTION: �+ oa GALNDNNUTTS 0T-V W/WAS HEas A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. FLOOR SPACE CEILING AWAY FROM HOUSE B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL R30 49 TYPICAL MULTIPLE OPENINGS O COMPLETION, (MORE THAN 4'-0X8'-O"OPENING) R-VALUE R-VALUE: 00 0 *EXCEPTION FLOORS: 4 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FENESTRATION IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 A R TOO SMALL AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) Z? s � WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" GLAZED AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SLAB (HEATED](2'PERIMIETER): R10 FENESTRATION NR CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SHCR' �r'� 1 '. 1 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ''•, #.e,'. �1Et " BRAWN: MH/MS - SALE: 1/4"=1'-0" HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. FRAMED WALL R20 SKYLIGHT 0.55 ' `'" '" ��"ate R-VALUE: U-FACTOR: ;�,,...5 #J6B##: BASEMENT WALL 3'� Q APriI 07,2017 w �' (CONDITIONED SPACE) 15/19 =`OF � ,'� SHEET NUMBER: R-VALUE: A-2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS 0 100110 ° ENDRAFTER WALL STUD CRIPPLE STUD p BOTTOM PLATE p RIDGE • • BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESC RIPTION APPLIC ATION ILOCATION USP NUMBER DESC RIPTIONAPPLIC ATION RAFTER SIZE USP NUMBER DESC RIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC W WALL STUD No THROUGH—ROOF EXHAUST Q� VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP W CRICKET AT TOP—SIDE OF VENTILATION CHANNEL A RIM BOARD CHIMNEY AS REQUIRED z RAFTER /'1 C SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN �-i U I I I VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING O F ' ' - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING z STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST a Q AND ALL WINDOW/DOOR OPENING JACK STUDS BE FR WALL MAINTAIN GAP ATTIC SHALL PROVIDED WITH A FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER �1 INSTALL 4'0" O.C. � .'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER F�-1 SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AS 8" — 14" LSTA30 1-1/4"x30" 18 o. STRAP AND JACK STUDS GAP TAND TOO PR TO MAINTAIN AIR SOFFITED EAVE 9 PRTO CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS , 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE O poll ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT a W WOOD JOIST �' Z TOP PLATE GIRDER HEADER SIDE WALL FLASHING � M O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST O U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD U AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLIC ATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO HIGHER THAN LVL HEADERS ,, SET FIR JOISTS APROX1 2' INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE / 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O o TERMITE SHIELD SUBFLOOR SILL GASKET ' WOOD JOISTS m m o c� rn n � o v TYP. CONC. FOUNDATION ^ ` CONC. SLAB NEOPRENE .,� m GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE a\ M 1- � 6 MIL. POLY - � � ' � ``° +' 4 DAMPPROOF EXTERIOR GRANULAR FILL e ' BOLTED TO STEEL BEAM WITH O ` x o U 1/2 " DIA. BOLTS ® 48" o.c. STAG. P „ EMIL POLY ON EXTERIOR �' �, , P-0 @� m ° V STEEL COLUMN CONC. SLAB e C ' ° C.° o ` ROOF JACK � � „ „ f STEEL BEAM v e A p1. ANCHOR BOLT EMBEDMENT: ° a ` I 4" x 1/4" x 8" STEEL COMPACT FILL , POURED CONCRETE: 7" p V i I i �, 'D B LOC K WALL: 15" ` V ° e 4 ° ' ^ ROOFING FLASHiNGLATS ` ` TOP AND BOTTOM PLATE � V m +v KEYWAY FOOTING o /� �1,,� . oo CONC. FTG. •p Q'p G �' SIDES AND TOP ' WITH 1/2" x 6" ANCHOR BOLT � � c � ° 4 ANCHOR BOLT CONNECTION UJSE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT cV G > v o , o ^ ^ (USP LB PS58 OR B P583) �, W p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCU SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O Cn SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM / GARAGE JOIST —y COMPACT FILL i DOOR I USE 2X8 STEEL BEAM � I FOR BLOCKOUT °;•� ''~,, 4" SLAB W/ 6X6 WMM � � SLOPE P.T. PLATErq I - -5.1 . 4"DRIVEWAY -� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE �� < <� a " , (WITH A NAILING PLATE IF NEEDED) AT END AND " 7 0 `� ° ° o ° :a TO BE APROX. 1/2" OR HIGHER THAN C�Zc•� ES OF WOOD c' D ' c D e ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° Gt ;;=-- --=---�r--=--z e Q ° Q ° Q �. BEAMS a o < > '° �Q A , - I I ° ° ° e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. • Q - - •i - - �+a - 0, p -,II a p• D ,0 _ M N'. �"4'"4' D '^ �', n ° o NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM � NOTCH EQUALS 1/4 DEPTH OF BEAM '1= D D s D� REINFORCING BAR A D REINFORCING BAR a ° -) o n 11 I I 01ST DRAIN TILE �f—►� o e° SHEET METAL 30 FELT UNDER BEAM AT POINT 11 ' a Z\'ASTEEL BEAM 12 e. OF CONTACT WITH CONCRETE OR CONC. BLOCK a•e 3" PLATE (BOLTED TO BE '. SHIMS TO LEVEL BEAM t9 '�' �, TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. etv REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 9 DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ; ,�- `: �, SCALE: 1/4"=1'-0" BEAM POCKET r`' `` e r ,� ;¢ �7 JOB#: March 28,2017 = ',�vR SHEET NUMBER: yr. A�3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER WALL STUD ° CRIPPLE STUD G , BOTTOM PLATE o RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPILY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR 1APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC rrW� WALL STUD THROUGH-ROOF EXHAUST COOa VENTS SELECTED AND � LOCATED BY CONTRACTOR METAL STRAP QI W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL �� A RIM BOARD CHIMNEY AS REQUIRED z RAFTER Fr-T-II U SILL PLATE(S) WALL SHEATHING RAFTERS MAINTANVENTIAITION W SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE FINISH WALL AND MOISTURE 2x4 LEDGERBLOCKING BLOC KING CIO E� ` BARRIER TO LAP FLASHING `; 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC a c) AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. � .'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION — 4x30" 18 a. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR 8" 14" LSTA30 1-1 " SOFFITED EAVE / 9 GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS AC TION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. EACH RAFTEER CONNECT T o. TYDOWN ANCHOR ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20g SOFFITED EAVE DETAIL — ,' , � � ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE pill FLASHING 4 INCHES O ~� RAFTER 0L BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT a W WOOD JOIST � z TOP PLATE GIRDER/HEADER Z p SIDE WALL FLASHING WOOD JOISTen 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DD PROVIDE HEMMED EDGES SO RAFTERSRAINAGE CHANNELS AND U INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREEE INSTALL 4'0" O.C. THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE o TERMITE SHIELD SUBfL00R N v � SILL GASKET WOOD JOISTSm 4 y ' NEOPRENE p �n r, uu CONC. SLAB GASKET ^��� 2x6 2x8 CONTINUOUS WOOD PLATE "� cc) o TYP. CONC. FOUNDATION /� / ; C 6 MIL. POLY - DAMPPROOF EXTERIOR , ' BOLTED TO STEEL BEAM WITH �-' Q EMIL POLY ON EXTERIOR V GRANULAR FILL , , `' ' V. O.` I cz @ ° V STEEL COLUMN p �, 1/2 DIA. BOLTS 48" o.c. STAG. z w u V / CONC. SLAB ROOF JACK STEEL B EAM 'u a e /� 0 1.p ANCHOR BOLT EMBEDMENT: ` m I ° COMPACT FILL , POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL +� n BLOCK WALL: 15" ` TOP AND BOTTOM PLATE U `—' ° p • ROOFING LAPS KEYWAY FOOTING o V 4 oo ,t� ° �,^ e p CONC. FTG. ° ° G SIDES FLASHING DATOP WITH 1/2" x 6" ANCHOR BOLT v a r, p 'p �'p o USE WITH 3x3 SQUARE WASHERS 1/2" GROUT N G w ° O ANCHOR BOLT CONNECTIONUSP LBPS58 OR BP583) REINFORCING BAR 1 3" STEEL COLUMN o W p ^ DRAIN TILE ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I 1 SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC U SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 0 f--SUB FLOOR CONC. SLAB I -DOORFRAME 6X6 10/10 WWM COMPACT FILL ' DOORGE G JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB W/ 6X6 WMM � I SLOPE P.T. PLATE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE �`� < < ° ° WITH A NAILING PLATE IF NEEDED) ) x AT END AND �• ." �,� `�� ° ° e• ° :a °° ° TO B E APROX. 1/2" OR HIGHER THAN GRADE ° Q n---"---cr------ C,•Z�'p ES OF WOOD �p ° (PROVIDE T E ) % ° ° ° �, BEAMS o •p p A. p •a > .° ° STEEL BEAM TO ALLOW FOR SHRINKAGE STRAPPING 0 KEEP JOISTS ALIGN D ° 6X6 W.W.M. ••e - - - - �,Q - r, a o D p 12 0 ,'G� o D ° — p � p , O ° 1 i� I I SUBFLOOR 'A �'L1 �'� e _�\NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° ° o REINFORCING BAR a NOTCH EQUALS 1/4 DEPTH OF BEAM _ 01ST A �` �M REINFORCING BAR DRAIN TILE 4—� o ;° SHEET METAL / 30# FEILT UNDER BEAM AT POINT 11 + 4 1\'n O° STEEL BEAM �Y 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _m_ 'H- i m .d cA c• c 3" PLATE (BOLTED T TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT3 �+ AjJOB � �� SCALE: 1/4"=1'-0" #: BEAM POCKET A 0'�';• March 28,2017 SHEET NUMBER: OF N A�4 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOE-NAIL TOP PLATE ]0 WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL GAURDRAILSANY DIRECTION 200 w construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL O P p P P TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONw U STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS H such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL U Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION �+ 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK O 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: IP4 FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT determine intended heights of finished floor(s) above typical grade. ) FLOOR FRAMING: HAZARDS 7 . INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO _ QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. 11 NONE 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonrywalls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD O 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 ~ 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS p g g' BLOCKING TO: EACH TOE ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD � � C) anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL Z 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON ,DIST NAIL 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 0 �n H BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 U Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATH IN For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1 All framing techniques and methods as prescriptive design of current SBC High Wind JOINT DESCRIPTION NAIL NAIL )• g q P P g g 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N otherwise. ) g g JOINT DESCRIPTION � Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) m0 o 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. C11 NOTE: 2 FOR PANEL FIELD X U where needed. GYPSUM 7" O.C. EDGE o m ,z ' 2 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS „ s>a a, rn o ' Bearingwall headers to have (2) jack studs and 2 full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 O o ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES w 2 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored o a "-, ° E oo .� � openings between 41 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r and blocking where applicable. QTY. SPACING o 4 � 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall tea, 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. � v 7/16"OSB 3" O.C. EDGE N � ;~ � 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with :a w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work,with the Verify d secure the structure t tan . y t t l d iplates o protect b t d provide adequate an NAIL NAIL JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. CJ HVAC SYSTEM NOTES sa COMMONo 1" OR LESS 12 O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION' sing parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, x TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL, drop ceilings and cove ceilings. 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 94 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces d over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. µ�,�,•.,� ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,15 COMPLETE. r.c�" 1 3 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 'S'G�, �`, 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. DRAWN: MH/MS SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to P P a `fi r ,: 9 .t0 J✓+ JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. „ �,ZZ33 �, March 28,2017 �` = `� t' SHEET NUMBER: QF: N r . -5