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HomeMy WebLinkAbout48309-Z o�g11fF01�ofd Town of Southold 3/11/2023 P.O.Box 1179 53095 Main Rd oy �� �jOl dao�r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43917 Date: 3/11/2023 THIS CERTIFIES that the building SHED Location of Property: 1305 Village Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-11-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/4/2022 pursuant to which Building Permit No. 48309 dated 9/20/2022 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 shed as applied for. The certificate is issued to Lymberopoulos,Hariklia&George of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED N n uth iz d 0 ature SUFFn TOWN OF SOUTHOLD oma° may BUILDING DEPARTMENT H TOWN CLERK'S OFFICE 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#: 48309 Date: 9/20/2022 Permission is hereby granted to: Lymberopoulos, Hariklia 35-30 28th St Astoria, NY 11106 To: construct accessory shed as applied for. At premises located at: 1305 Village Ln, Mattituck SCTM #473889 Sec/Block/Lot# 107.41-6 Pursuant to application dated 8/4/2022 and approved by the Building Inspector. To expire on 3/21/2024. Fees: ACCESSORY $253.60 CO-ACCESSORY BUILDING $50.00 Total: $303.60 Building Inspector e � OF 50UTy0� # # TOWN OF SOUTHOLD BUILDING DEPT. `�caurm�F'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 54W [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: WK o ✓? DATE ?mss Lv INSPECTOR 1 ¢� 4L, 4 -Illy Aiq .r ��.• „41 r I. � fj 1 � {s l�• R I • I g � 1I II � • . �r•� f f�r AMC 7' r fid! f ` r +' l� jA r �~ f .9 oll .� ,+t FIELD INSPECTION REPORT DATE COMMENTS dQ ro ' w j FOUNDATION (1ST) -- I � E------------------------------------ S � FOUNDATION (2ND) 0 H ROUGH FRAMING& C O PLUMBING 54 rD � r Ay INSULATION PER N.Y. STATE ENERGY CODE C� w v` h n v �nrUlOVA 0 FINAL ADDITIONAL COMMENTS 01, 0 z m v X r� x �o t� o z x H - x v H +:z TOWN OF SOUTHOLD—BUILDING DEPARTMIENVT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 oy • �� Telephone (631) 765-1802 Fax(631) 765-9502 haps://www.southoldtownU.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® I I� I I io V PERMIT NO. Building Inspector: 4 ) - n AUG 0 4 2022 Applications and forms must be filled out in their entirety.Incomplete SOLLMV6 tJJ.P'!: applications.will.not be accepted. Where the.Applicant is not the owner,an . _. WOV14OF SCI.11410W Owner's Authorization form(Page 2)shall be completed. Date: OWNERS)OF PROPERTY:,. Name: _G SCTM#1000- u -- l l— LP Project Address: Phone#: Email: Mailing Address: CONTACT PERSON: Name: Mailing Address: - - -1-30-Y— . - Phone#: Email: ' DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ;<New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes;gNo Will excess fill be removed from premises? ❑Yes/K�No 1 :.PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑.Check Box After_Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236"of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of-ihe Town of Southold,Suffolk,Couni*,New York and other applicable Laws,Ordinances or Regulations,for the construction-of buildings, additions,alterations;or for removalordemolition 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 tiuilding(s)for-necessary inspections:False'staterrients made herein are punishable as a Class Amisdemeanor pursuant to Section 216.45 of the New York State Penal Law. Al /t Application Submitted W�y_j�ri t name): ❑Authorized Agent �wner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF COY h!1 Li o 0640,C being duly sinrorn,'deposes and say's that(s)he is the applicant (Name of individual s gnin'g'contra t)-abov6`ha%nted, `. (S)he is the �h.)Y) Pi✓ (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 tdthe'best of his/her knowledge and belief;and that the work will be performed in the manner Set forth.injthe application file therewith'. Sworn before m6 this" day of 0 20 vZ� Ngtaga,P,ublic • stA....q� DeborAWowsli WTD:: ' Notary Public,State of New York *= No.01OR6280392 PUBLIC ` Qualified in Suffolk County PROPERTY OWNER AUTHORIZATIOI , N �oP CommissionExpim0113/2U2-"� (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 1 SYMBOL LEGEND I ElMONUMENT FND WIRE FENCE 0 I.P./I.B.FND all GAS METER 0 I.P./I.B.SET ®WATER METER °�SPOT ELEVATIONS DAG GAS VALVE ro. UTIUTY POLE D4 WATER VALVE }— GUY WRE TEST HUE C-4UTIUTY POLE W/UGHT TREE MON ' LIGHT POLE a SHRUB is SIGN • BOLLARD 1(0 O \ FIRE HYDRANT A WETLAND RAG MANHOLE U.C,DEPRESSED CURB ®'A'-INLET FE FENCE w ASOMAS.MASONRY •. ®'B'-INLET YARD INLET PLAT.PLATFORM YARD INLET WW WINDOW WELL / A/C UNIT B/W BAY WINDOW _�E TRMJC METER C/E CELLAR ENTRANCE I g Ep yCya < PVC FENCE(PVL) 0/H OVERHANG STOCKADE FENCE(STK) R/0 ROOF OVER CHAIN LINK FENCE(CLF)CANT.CANTILEVER 1 a IZ �.( Lac. ♦. rn I T 0 1 1 I 0 ' h FM LOT 9 AI' I TAX LOT 6 F r m / Q? CIT / it W8m .�Smvr O F/\17' W II I S2' 12' �' /— 1 f 11aY / ".nDOEoau 1 32' oz. iw v I '� 281 ______--_– Tw \\ tocb I FND ON S72°48'20"W' ... . ._.-._ 125.00' P'3 I I r7 FM LOT 8 TAX LOT 18 I 1 'a r, I I i LOT AREA GRAPHIC SCALE 21'457* S.F. ]0 0 TS 30 ,Mo 0.491 AC. MAIN j N y.S• ROUTE z5 GUARANTEED TO: IN FEET ) �66' pTID ) HARIKUA LYMBEROPOULOS AND GEORGE LYMBEROPOULOS MEADOWBROOK FINANCIAL MORTGAGE BANKERS CORP., 4 I inch = 30 fL ITS SUCCESSORS AND/OR ASSIGNS e0; NORTHEAST TITLE SERVICES LLC I OLD REPUBLIC TITLE INSURANCE COMPANY �oF NEW ;_ SURVEY OF PROPERTY �.8" o,� s , — SCALICE MDT MAP OF _ I a n d surveying VILLAGE MANOR u A FILE DATE: 10/24/1962 MAP NO. 3669 m I landsurvey.com P: 631-957-2400 SITUATE DR.:MC CREW.:AN SCALE: 1" = 30' SUFFOLK TAX MAP NO. MATTITUCK, TOWN OF SOUTHOLD LAND 7_ 1000-107.00-11.00-006.000 SUFFOLK COUNTY, NEW YORK FDATE SURVEYED:11/02/2020 JOB N.,S20-2306 oem.wn m'i° .�� u�i.o.n a oomomm ua wr oowa v„n alwc..ro tw u�om.e).aw rr�ne nmx ..o,�rcR ror wnm m as x o�v��iv�s��.wn ,m .mv S"u{"w�.'O#'m"�C...au iFP.cn' ,e.mi,u oo:w,"o.w�x"""•�•a�••••n"•pO 6w"`w,,,.w,w.,,r"u+.o....ww+.r�a..z�,ew 9.m..of.:n„np.w�om w..,.Kr..rAv,�w�m.w..,.,,.w.+.�u�,.'.w.�� SYMBOL LEGEND I El MONUMENT FIND —•— WIRE FENCE 0 I.P. /I.B. FND © GAS METER ® I.P. /I.B. SET 0 WATER METER X03.55 SPOT ELEVATIONS D4 GAS VALVE UTILITY POLE WATER VALVE >— GUY WIRE TEST HOLE FND UTILITY POLE W/LIGHT TREE ON ( LIGHT POLE SHRUB v SIGN • BOLLARD FIRE HYDRANT WETLAND FLAG D.C. DEPRESSED CURB ® MANHOLE FE. FENCE CO \ S M "A"-INLET O 8 "B"-INLET MAS. MASONRY �I M YARD INLET PLAT. PLATFORM J ® YARD INLET W.W. WINDOW WELL / �1A \ Z A/C UNIT B/W BAY WINDOW / 8.0 f / \ C/E CELLAR ENTRANCE ® ELECTRIC METER 0/H OVERHANG I SHE SHED m x, V- PVC FENCE (PVC) Z i 10 3^ ro 2' �ti \ ��' STOCKADE FENCE (STK) R/0 ROOF OVER —X— CHAIN LINK FENCE (CLF)CANT. CANTILEVER W I 8.3f \ '�f' lo? -0 E, U CONC. 5FO �, }] O 12, FM LOT 9 / TAX LOT 6 El / ah oti /PROP 82• /CIE ; OH -OH / 40. cdj ie2 ` CO I I 3 I ll; y I W j/ AREA WOODED \ ASPHALT DRIVEWAY oN f` --- ------ T Q o I I W \� I / HEDGESFIND l Q l0 I I _Y �✓. Y w Y .7r1..�4 •�R".ti�TR- t��7:'°.,W Y ,�r�°"C'T1fi,.47t_i.T 7./ ON S72048'20"W , 125.00 � M I I FM LOT 8 I TAX LOT 18 r r� I I LOT AREA GRAPHIC SCALE _ _ _ 2 } S.F.30 0 15 30 R O A D 0.49tAC YAr UTE 25 N•Y.S• RO GUARANTEED TO: IDE) HARIKLIA LYMBEROPOULOS AND GEORGE LYMBEROPOULOS ( IN FEET ) (66 w MEADOWBROOK FINANCIAL MORTGAGE BANKERS CORP., 1 inch = 30 ft. I ITS SUCCESSORS AND/OR ASSIGNS 1w 'NORTHEAST TITLE SERVICES LLC OLD REPUBLIC TITLE INSURANCE COMPANY ��o f Ne SURVEY OF PROPERTY ,OP Q,�eR�'8cy SCALICE LOT 9 d0k '�� oMAP OF d surveying VILLAGE MANOR an v A FILE DATE: 10/24/1962 MAP NO. 3669 mjslandsurvey.com P: 631 -957-2400 SITUATE 096 JQ6 DR.:MC CREW.:AN SCALE: 1" = 30' MATTITUCK, TOWN OF SOUTHOLD 4AND $ SUFFOLK TAX MAP NO. DATE SURVEYED:11/02/2020 JOB No.S20-2306 1000-107.00-11.00-006.000 SUFFOLK COUNTY, NEW YORK (1)UNAURIORRED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S OWGDUL WORK AND OPINION. (3)CERTIFICATIONS ON THISRV BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTUICATION IS UNITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY VAP IS PREPARED,TO THE TITIE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION USTED ON THIS BOUNDARY SURVEY MAP.(4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ME SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ME NOT COVERED BY THIS SURVEY.(S)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PLANTING MEAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(B)THIS SURVEY WAS PERFORVm WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED. (10)SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH M UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE �r- 12'-0" BUILDING DP RT D 00 ABBREVIATIONS Classification/Floor Area 00 Floor Level Existing Proposal Total ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER ACT ACOUSTICAL TILE MAX MAXIMUM j Cellar (Finished) O O O AL ALUMINUM MIN MINIMUM ALT ALTERNATE MRB MARBLE J c AFF ABOVE FIRST FLOOR MS MARBLE SADDLE 1st Floor O O O ASF ABOVE SUBFLOOR MTL METAL c 2nd Floor O O A.S. ALUMINUM SADDLE NA NOT APPLICABLE LL A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT Total O O B.C. BRICK COURSES NOM NOMINAL13 ' Garage 5009F 495 SF 495 SF i BD BOARD NR NOT REQUIRED BOT BOTTOM NTS NOT TO SCALE DH Wind L LL. Front Porch 0 0 o BLDG BUILDING OC ON CENTER Rear Porch O CBB CEMENT BACKER BOARD OCC OCCUPANT(S) N O O _ CL CLOSET OH OVERHANG Decks O o O CLG CEILING PART. PARTITION CLR CLEARANCE) PC POURED CONCRETE COL COLUMN PT POINT Crushed Stone Base CONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLATZ TIE REQ. REQUIRED O o CJ CEILINGJOIST REV REVISION(S) CANT CANTILEVER RM ROOM b CMD CARBON MONOXIDE DETECTOR RR ROOF RA=TER m DIA DIAMETER R/R REMOVE AND REPLACE 3266 Dr DIM DIMENSION SEC SECTION DR DOOR SF SQUARE =EET 3/4"Treated Plywood Floor 0 DTL DETAIL SIM SIMILAR W DWG DRAWING SQ SQUARE 2 x4 Gusseted Roof Truss 16 OC U C7 En DN DOWN STL STEEL 10 EA EACH SD SMOKE CETECTOR t` EL ELEVATION STD STANDARD EQ EQUAL TC TOP OF CURB Treated 4 x 4 Base 24"OC D I R301.2.1.1 (2015 Residential Code of New York state) EX EXISTING TEL TELEPHONE Design Criteria Construction in regions where the basic wind speeds EXT EXTERIOR TOS TOOPP OOF S SLAB EXT EXHAUST THS THICKNESS exceed from Figure R301.2(4) equal or exceed F EF EXHAUST FAN TX TOILET EXHAUST DH Wind hour 130 miles per hoshall be designed in accordance F" EW EGRESS WINDOW TXF TOILET EXHAUST FAN with one of the follour s in z FC FIRE CODE TYP TYPICAL FD FLOOR DRAIN TEM TEMPORED Plans have been designed E" a FIN FINISH(ED) TEMP TEMPORARY in accordance with: 2020 New York State Residential Code FLR FLOORING) UON UNLESS OTHERWISE NOTED CA FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD FT FOOT(BEET) WC WATER CLOSET CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: � GA GAUGE 10070 Overhd Dr p g (Table R301.2(1) FJ FLOOR JOIST WR WATER RESISTANT Wind Exposure Category: B o GALV GALVANIZED Ground Snow Load: 20 PSF GFI GROUND FAULT INTERRUPT COMPL WITH ALL CODES OF GL GLASS NEW YORF STATE & TOWN CODES Wind Speed: 130 mph 3 sec Gust W GWB GYPSUM WALL BOARD AS REQUIR_D AND CONDITIONS OF 110 p a fastest mile IJ O HC HOLLOW CORE Roof Plan nd fDebris l CNOFoundation Plan HDW HARDWARE Plan WindborneZone: NO HM HOLLOW METAL w OARDO HOR HORIZONTAL Seismic Design Category ^ HP HIGH POINT HT HEIGHT E Weathering Severe W w HVAC HEATING/VENTILATION/AIR CONDITION IN INCH D Frost Line Depth: 36 inches o � � INT INTERIOR } Termite Infestation: Moderate to Heavy �1 INV INVERT JT JOINT E Decay Probability: Slight to Moderate H -, W a 43 KIT KITCHEN �� `� 1�� `£ "`_ " �i�'`L �;� i'oV i aJ 3 LAV LAVATORY DATE:i' Winter Design Temperature: Ice Shield Underlayment Required Valleys and perimeter NOTIFY B Flood Hazard Exempt FEE: d BY: U1LD;i,; G .! .'•,;T;.,�`h�T AT 4 765-1802 8 AM TO 4 Air Freezing Index 5:99 W O Q � O ;'«i FOR THE N w M FOLLOWING li�<�^ut;�''::�';�,. Mean Annual Temp 51 I. FOUNDATION N - ThvO REQUIRED MIN. DESIGN PRESSURE DP RATING: z FOR POURED C�r;��CRETE O � U 2. ROUGH - FRAi�ii:`,G & PLUMBING Windows ZONE 4 DP 25 F. 3. INSULATIONff Doors DP 4. FINAL - CONST' ' C71 UON MUST ZONE5 30 E COMPLETE F,_.F, C.O. ro ZONE 1 DP 25 U �, ZONE 2 DP 30 W ,ALL CONSTRUCTION SHALL MEET THE } ry Q REQUIREMENTS OF THE CODES OF NEW r 'FORK STATE. NOT RESPONSIBLE FOR ZONE 3 DP 30 DESIGN OR CONSTRUCTION ERRORS. Right Elevation � � ZONE 1 DP 20 Front Elevation ZONE:2 DP 45 Legend ZONE 3 DP 45 OCCUPANCY OR Existing Walls to Remain E� . 1z Zone Diagram USE IS UNLAWFU _ 6.00 Existing Willis to be Removed _ _ - _ _ - $ _ _ - = j �1lITHOUT CERTI 'CATS New Walls and Partitions OF OCCUPANCY �- { Insulation E =+ Z b Goble - v� Door = RETAIN STORM WATER RU OFF WCdI ® Zona � � PURSUANT TO CHAPTER 2 6 Ll Edge ® Zonmeter ''�' ` k Zone Window OF THE TOWN CODE. S Structural Beam Minimum Uniform) Distributed Live Loads: ' Table 8301.5 USE LIVE LOAD DEAD LOAD N Outlet 0 Exterior Balconies 60 psf 10 psf p N Cn Decks40 psf 10 sf w P GFI Outlet 61 NSPECTIM�4 �`� a�v��� Passanger Vehicle Garages 50 psf as per plan GFI Rear Elevation Left Elevation ATTICS without Storage 10 psf 10 psf c7 ¢ as Switch $ ATTICS with Storage 20 psf10 psf 0 Q Q Gelling Fixture All etiterior ligh Jng Asphalt Shingles over 1S# Felt ROOMS other than Sleeping Rooms 40 psf 10 psf a ¢- over 1/2"CDX Plywood Sheathing installed,replae :dor over 2"x 4 Gusseted Roof Trusses Sleeping Rooms 30 psf V.10 psf E: A Ca U Exterior Fixture repaired shall eo LfortTir to Chapter 1-2 Stairs 40 psf 10 psf SCA 12 Guardrails and Handrails 200 psf 10 psf 1/4 = Smoke Detectorof the Town Ude 12 sf for Attic 0 t G "Simpson" H2A at All 6.00 Live + Ground Snow LoadT p `\�- y New Rafters 20 psf 15 psf for Cath P �s , CO Detector O o (See Detail) ALLOWABLE DEFLECTION: Table 8301.7 Vent ® Structural Member Allowable Deflection , g p (2)2 x 4 Plate Rafters having slopes greater than 3/12 with no finished �`� 77006 v � Vent/Light n,` ° (2)2 x 4 Plate Q ceiling attached to rafters �8O A��FESSIO�P� N Interior Walls and Partitions H/160 DWG. NAME: Ceiling Fan � T-111 Siding over 2"x 4"studs @ Floors and Plastered Ceilings 16" O.G.w/R-15 Batt Insul 1_1360 GOA�//CGR All other Structural Members Treated 2 x 4 Plate rested 2 x 4 plate V240 Exterior Walls w/plaster or stucco H/360 SHEET Simpson Strong-Ti 3/4"Treated Plywood Floor Exterior Walls-Wind Loads(o)w/Brittle Finishes L/240 H2A - Rafter Clip Rafter to Top Plate Exterior Walls-Wind Loods(o)w/Flexible Finishes LA20 Connection Detail DWG. NO.: Note: L= Span Length H= Span Height Treated 4 x 4 Base 24" OC Crushed S+one Base a. The Wind Load shall be permitted to be taken as 0.7 times the cowl Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 2 It N GENERAL NOTESTABLER402.2MINIMUMSPECIFIEDCOMPRESSIVESTRENGTHOFCONCRETE RIDGE STRAP DETAIL TYP WALL/WINDOW AIR SEAL 00 - FIRE/SMOKE DETECTION __ GIRDER TO S.S.P. COLUMN IT TYPE OR LOCATION OF CONCRETE CONSTRUCTION 41 a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. a. 11NSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MINIMJMSPECIFEDCOMPRESSIVE INSTALLATION @ 16"0/C M b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b.SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL STRENGTFio(fc) LSTA24-980 lbs. UPLIFT ^ CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN ° o fCONTIN C. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. weateingPoteMalbd. BUILDER TO CARRY WORKMAN'S COMP. INS. ITV AMOUNTS AS REQUIRED BY LAW, ° aC.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negligible Moderate Severe °e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.C. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,foundations and other concrete not exposed to the weather °f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEEY AND COSTS AS REQUIRED BY BUILDING 2500 2500 2,500`ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. GYPSUM BOARD AS AIR BARRIER g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. Basemerrtslabsandlmerioral°bsongrade.exceptgarogefloorslaba 2500 2,500 2,500c �'h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING Basement walls,foundation walls,exterior walk and other vertical concreteS.S.p. CAPS - KLCC SERIES UOUS BEAD OF SEALANT BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. coo cexposedtotheweather 2500 3,000d 3,000d 16d NAILS ALL HOLES i.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Porches,ca port slabs andstapsexposedtotheweather,andgaragefloorslabs 2500 3,0004 3� Ie UOUS BEAD OF SEALANTRESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODEE AND LOCAL UTILITY CO. UOUS MINIMAL EXPANDING FOAM AT OF NYS, WFCM 2018&AISC/SEI F7-05 b.ON NEW WORK BASE BID ON 200 AMP SERVICE. For Sl:lpound per square inch-6895kPa. TYPICAL FRAMED OPENING WINDOW PERIMETER -*` - c.ALL WIRING TO BE MIN. 14 AWG. a.strength at 28 days psl. d.CONVENIENCE OUTLETS TO BE 18"A.F.F., UNLESS NOTED OTHERWISE. 3.NAILS METALSTRAP CAP SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.See Tabic R3012Q)for weathering potential. OVERATWOC. PLATE WINDOW UNIT AS AIR BARRIER OVER HEADER TOP f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. c.Concrete In these locations that may be subject to freezing and thawing during construction shall be alr-errtroined concrete PLATE CONTINUOUS MINIMAL EXPANDING FOAM AT ; a. PITCH GRADE AWAY FROM BUILDING. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST In accordance with Foot"d. ( WINDOW PERIMETER s b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. FRAMING g ' d.Concrete shall be air-ertralned.Total air content(percent by volume of concrete)shall be not less than 5 percent or more �� CLIPS c.ALL TREES WITHIN 15' OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX, BOILER, ETC. SEE SECT. E3405. .Than 7percent. I ° BOTH CONTINUOUS BEAD OF SEALANT •'_ Cl.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. FOR2x°. SIDES SHALL BE REPLACED AS REQUIRED. e.See Section 8402 2 for maximum cemenNfous ma crisis contartt. LINTEL o o LINTEL ~" e.ALL CURBS, SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. f.For garage floors with a steel troweled finish,reduction of the t°wiair canteerrt(percent byvolume ofconcrete)tonot leer than ATTIC EAVE AIR SEAL USE SIX o ° CONTINUOUS BEAD OF ADHESIVE 3'NAILS MEMBERS 3 percent is permitted Kthe specified compressNe strength of the concrete Is Increased to not less than 4,000psi. ° o EACH END; TEb EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FR BETWEEN THE RAFTERS.FOAM FOR 2x°' °° TRMAMER SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL °o STUDS CONTINUOUS BEAD OF SEALANT a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS, ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRI_SUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS` MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT O SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM / / 3*NAILS b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL,EXCAVATED GOOD SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. GLASS OF MATERIAL LOAD-BEARING EACH END TREATED E MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND PRESSURE(pounds per square foot) / 3'NAILS °° SILL PLATE CONTINUOUS BEAD OF SEALANT /may' MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL 1"RIGID / AT 12.0 C. °° TREATED (- Z c. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95%OF MODIFIED c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. Crystalline bedrock 12,000 INSULATION VERTICALLY VENTED BOTTOM PLATE O W TO CONNECT INSULATING / AIRSPACE °o PROCTOR DENSITY. d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 SHEATHING r0 RIGID FULL- WSULATION BAFFLE. / ATTIC LENGTH METALJOIST REINFORCING NOTES e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel ((SW and GP) 3,000 INSULATION HANGERS OR O OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. FOAM SEAL BOTH�olNrs WALL TREATED W x Sand, silty sand,clayey sand, silty gravel and clayey gravel / FRAMING CLIPS U, f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME / s7uos CRIPPLE Q >., a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW, SP, 5M, SC, GM and GG) 2,000 / STUDS-NOT SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED / FOR DOORS GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN Clay, sandy clay,silty clay,clayey silt,silt and sandy silt / - - � Q STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,5000 GIRDER/POST/FOOTING CONN. PLACED AGAINST EARTH AND 2 FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR / OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. / GIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SFOWN.ALL SPLICES / NAILING SCHEDULE: Table Table 602.3(1) 2020 IRC CONTINUOUS BEAD TO BE FORTY(40) BAR DIAMETERS MIN. of SEALANT GIRDER TO S.S.P. COLUMN DETAIL'A' d.WELDED WIRE FABRIC (WWF)TO BE 6" x 6" SPACES,#10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not include nailing for metal framing straps(see section 11/2"RIGID CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for strapping and requirements section for rough opening framing INSULATION KCC SERIES COLUMN CAP 70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. INSULATED GLASS, SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). O O 10dNAILSALLHOLES e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNLESS All nailing is a general specification it applies unless otherwise noted. WOOD POST Z CONCRETE PLACEMENT. OTHERWISE NOTED. PAU SERIES POST ANCHOR f. WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY o REINFORCING BAR GRID. BENCHMARK,STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No. of Nails Nail Spacing O GRADE _l FULLY WEATHER-STRIPPED LOCKS.UNLESS OTHERWISE NOTED. ROOF CEILING FRAMING O O ,3/8"GALVANIZED LAG I _ Z CONCRETE NOTES c. ALL INTERIOR DOORS TO QBE 1 3/4"THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL GIRDER TO CONCRETE PIER DETAIL / BOLTS(4) I CONCRETE FOOTING a.ALL CONCRETE TO BE f' c= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. ANCHOR BOLT O -CONC. STEPS TO BE 3,500 f' c @ 28 DAYS Rafter to To plate(Toe-Noll) (3)10d Common Per Rafter 3/8"%°/yCx3 1/2"LONG LAG BOLTS b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. CONTINUOUS WELD U c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT. AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY Ceiling Joist to To Pla+e Toe-Nail (3)8d Common Per Joist 6 TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE Ceiling Joist laps over Partition (Face-Nall) (3)16d Common Each Lo PROXIMITY TO BEACH,CANAL, WATER, ETC, TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO, RENOVATE OR LEGALIZE THIS P ® STA DARD BASE PLATES &CAPS Q HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table 8802.5.2 Each Lap RAFTERS TO RIDGE CONNECTION w d. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'•-0" MINIMUM BELOW GRADE. U e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Collar Tie to Rafter Face-Nail 3 10d Common Each End 4 LS268-8751bs. O Q' BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE ( � J'/2 POST ANCHOR DETAIL UPLIFT �+ f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND TMU26-640 lbs. VERTICALLY TO TWO HORIZONTALLY WHERE:ELEVATIONS CHANGE, Blockin to Rafter(Toe-Noll) (3)8d Common Each End UPLIFT g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. PLAN. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE 2 W2 REFERENCE 3.3B h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. Rim Board to Rafter End-Nail 2 16d Common Each End /2 - - FOR NAILING 8n2 Q ry( C) i.CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING - - REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. - - 0 REQUIRED @ Q ENGINEER. THEREFORE ENGINEER'S LOOK FOR CLUES FOR EXAMPLE:CRACKS DIFFERENTIAL a° rel � ,�I j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS ° CATHEDRAL CEILINGS F+i `�! SETTLEMENT CRUMBLING ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR To Plate+o Ta Plate Face Nail 164 24"O,C. per Foot _ IN ADDITION TO RIDGE ON GRADE, AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED,WHICH O 0 O k.PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. TYPICAL S A6 UPLIFT r - H 2" ° o o STRAPPING 12/12 MECHANICAL, ETC.COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES,- To Plates at Intersections Face-N it 2 164 Common Each End a rT� ETC. THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND Stud to Stud f=ace-Nail 16d 16"O.C. Each End CONNECTION INSTALLATION I 1 0 I.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE SHALL BE PLACED IN WALLS. THAT THIS STRUCTURE IS SAFE. IF A CONDITION 15 DISCOVERED DURING DEMOLITION,CONSTRUCTION Header to Hea er Face-Nail 16d Common 16"o.c.along edges ° ® 2 m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 1 4 - ° SCORING AS PER PLANS AND SPECIFICATIONS. WRITING SO THE CONDITION G I CONDITIONS CAN BE RECTIFIED. To of Bottom Plate to Stud End-Nail 2 16d Common Per Stud HURRICANE STRAP DETAIL ll n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES - CROSS-SECTION PAU ° F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist, Band Joist, End RT30F 101 NAILS ALL HOLES o. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. Josit or Blocking(End-Nail) 164 Common 1G"O.C. Face Nail -995 lbs. UPLIFT p.ALL FOOTINGS TO BE 8" OR 6" PROJECTION ON EACH SIDE OF FOUNDATION WALL PLUMBING NOTES MIN. (2) #4 REBARS CONTINUOUS UNLESS OTHERWISE NOTED (SEE PLANS). 831 O ESCAPE/RESCUE OPENINGS RC LS268&TMU26 a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. 8 164 q. PROVIDE MINIMUM 2'W" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b.PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. Double Top Plate Splice(Face Haile) O Each Side of Splice O 14 TYPICAL LIGHT SLOPE HANGER In r.CRAWL SPACE VENTS, IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN 3'-0" c. INSULATE ALL SUPPLY LINES. REFERENCE 3.3B a. MINIMUM INSTALLATION @ 16"o/c w P4 O OF EACH CORNER OF THE BUILDING. d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING FOR NAILING 3a"CLEAR ^ S.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD,KOHLER OR APPROVED EQUAL, 5.7 SQ. FT. AREA 20"CLEAR - H M CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. EXCEPTION) (SEE MINIMUM SIZE OFNANGERDETERMINEDBYSIZEOFRAFTER f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Joist to Sill To Plate or Girder Fa a-Nail 3 8d Common Per Joist b. MINIMUM OPENING a. ALL WOOD SILLS, BLOCKING,NAILERS, ETC. IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/ P2603. N HEIGHT 24" TYPICAL UPLIFT CONNECTION O 1 U SOIL TO BE ACQ(TREATED). g.WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. Brid in to Joist(Toe-Nail) 2 8d Common Each End T o c. MINIMUM OPENING / (FOR OPENINGS) b. PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603. WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ a C.ALL NAILS, BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS Blockingto Joi t(Toe-Nall) 2 8d Common Each End TYPICAL RT16T o WIDTH 20" INSTALLATION d. MAXIMUM SILL OPgNABLE GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3. SEE P2603.4 & P2603.5 FOR PIPES 0 HEIGHT OF 44" AREA OPENABLE 17 @ 16"0/c Blockin to Sill or To Plate Toe-Nail 3 16d Common Each Block TRUSS/RAFTER TO DOUBLE O AREA r� d.ALL JOISTS,RAFTERS, HEADERS&GIRDERS SHALL BE DOUG FIR f b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. O e. MUST BE TYPICAL LSTA24 W STUDS TO BE MIN. HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16"O/C O OPERABLE ' e.ALL SHEATHING SHALL BE 112" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT, IN Led er Stri to Beam Face-Nail 3 164 Common Each Joist w Q @ 6" O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. � � � z LSTA24-980 lbs.UPLIFT 20 GA. WITHOUT KEYS OR sT;a.Fr /s�sG� "� t 1/4"x24" Dist to Led er to Beam Toe-Nail (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS MINIMUM` , MINIMUM / BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED&SEALED. I. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT q f.ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST NAILS @ 6" O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. CRIPPLE STUD Band Joist to Joist End-Nail 3 164 Common Per Joist MINIMUM SIZE WINDOW MINIMUM SIZE WINDOW g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12' O.C. j. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF FOR 20"CLEAR HEIGHT 0.� FOR 24"CLEAR HEIGHT STRAP R6FERENCE3.3B h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS Band Joist to Sill or To Plate(Toe-Nall) 2 164 Common Per Foot ANCHOR BOLT DETAIL o°< R FOR NAILING JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 112 STORY HEIGHTS&AT PROVIDED, ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHD8 INSTALLATION I W UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS Wood structural panels, subfloor, roof and interior wall sheathing to aJ FLOOR HEA ER L ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS, ANCHOR BOLT-TO-PLATE UPI IFr CONNECTION IS REQ'D.@ EA. framing and particleboard wall sheathing to framing, � END OF HEADER&@BOTTOM OF CORNER. -TO-STUD CONNECTION HEADERSTUDS,IN ADDITION TO j. HEADERS OVER DOORS AND WINDOWS UP TO 3'-0" WIDE TO BE (2)2x6 FOR OPENINGS See Table R602.3(3) for wood structural panel exterior sheathing SHEAR WALLS ONLY THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "II", @ CONNECTORS &BOTTOM WALL CR CRIPPLESSTUDS (SLAB3'-0"TO 5'-0" USE (2)2x8,UNLESS OTHERWISE NOTED. wall framing to SLAB ON GRADE STC) " " "I " OR "V" TO k. FOR HEADERS OVER T-0" LONG USE DOUBLE JACK STUDS. i - Table R6 --� _..-_. --- ____..__...�..-__.. III , INDICATES THE CONSTRUCTION 02.3(3) i Edges I. MIN. BEARING FOR JOISTS, BEAMS&STUDS TO BE 3 112". Intermediate UPHD8 3,3001bs.UPLIFT OF THE STRUCTURE UNDER SECTION 602 m.PROVIDE SOLID BRIDGING MAX. 8'-0"O.C.IN ALL FLOOR CONSTRUCTION. _ .__._.__. _. ____ .._.._.___._._.._ _.... Requirements for Wood Structural Panel 3/8"-1/2" d Common 6"o.c. 12"O.C. FOR CORNERS&d Common (8)WS3 WOOD CREWS OF THE BCNYS FLOOR TO FLOOR CONNECTION Uj CLASSIFICATION n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16 o/c, @ Wall Sheathing used to Resist Wind OPENINGS 6-0"OR GREATER TY CONNECTION 1 4'-S" ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE I _.____. ._ ......_..._.______.__.._.. ___ _.--. .__..___ ... -_ __. __ _. 8 FOR TWO ZO o. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE �_-. Pressures 19/32"-1" mon 6"o.c. 12"o.c. STORY APPLICATIONS --____......--- -.-_.--..-._-.---_.__._..._,..___...._.. .._._._...___.... -__.__...-._.._.__. ._._,.__.___ ____-- ...__.....__ - -- _____..__...__. __...... _ 8d Com 2018 W.F.C.M. 4 i Minimum i Minimum i /8"%%C ANCHOR BOLT@36"OC 1 1/8"-1 1/4" 104 Common 6"o.c. 12"o.c. REFLECT' MINIMUM SHEAR WALL SEGMENT SIZE p. PARALLAM, MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED Wood Nominal I Maximum VE WHITE ASPECT RATIO:H/L<3'i - BY TJI CORP.OR APPROVED EQUAL. i Structural Panel Wall Stud Other wall sheathing WALL HT(H) SEGMENT WIDTH(W) W Cl. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 + 8'-1" 2'-4^ 1/2"Structural Cellusic Fiberboard 11/2"Goly Roofing ' REFLECTIVE RED 9'-1" 2.81 MATERIAL FOR LOAD BRIG. STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span Thickness Spacing 3"o.c. 6"o.c. ACCORDANCE w/R602.1. _ Panel Nail S `cin sheathing Nail PANTO E#187 10`1" 3'0" Minimum Nai) Ratin Inches Inches Ultimate Design Wind Speed(mohl BE CUT,BORED,OR NOTCHED IN EXCESS - -- - - ____ g.__"___I ) .. ( . )_ p g - - . 25/32"Structural Cellusic Fiberboard 3/4"GaIv Roofing STUD TO FOUNDATION CONNECTION L r. STRUCTURAL FLOOR MEMBERS ARE NOT TO Wind exposure category 3"o.c. 6"o.c. OF THE LIMITATIONS SPECIFIED IN FIG. R502.8. CUTS, NOTCHES,AND HOLES BORED IN _ _ LSTR S E all SIMPSON MST27 20 GA.META AP, DESIGNATION FOR STRUCTURAL COMPONENT ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges I field THAT ARE OF TRUSS TY PENETRATIONS ARE SPECIFICALLY CONSIDER'- IN THE DESIGN OF THE MEMBER, IN Size Penetration In Inches o.c. orches o.c. B f C 0 D 1/2"G sum Wallboard 11/4 Screws T o.c. T o.C. 12"MIN.ON STUD SURFACE PE CONSTRUCTION TYPICAL UPHD8 INSTALLATION II i ACCORDANCE w/R502.8.2.STUD DRILLING&NOTCHING ARE ALSO TO COMPLY w/ ( -) f---- -.___.__.:-._._______.__..__ _.__.. ____.___.,( ) -( ), ._.-___- ...____....__:...._. _____._ . ___. ..-_ _ � HOEDOWN W/ 5/8°ITHREADED ROD N I .,_.... ...-___ N 16d Common' 1.5 24/0 3/8___ 16 _6 12 140 ; 115 _ 110 5/g"Gypsum Wallboard 1 5/8 Screws 7'c.c. 7"o.c. TYPICAL LSTA36 � � II O R602,6. (SEE DETAIL) S. IN ACCORDANCE w/SECTION 8312,1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 184 Common 1.75 f . ..24/16 I 7/16 16 _ 6 12 170 140 _135 structural u Dor (OR QUIVALENT) INCLUDING W _ E HAVE GAPS THAT DO NOT ALLOW PASSAGE OFA 4"fa SPHERE I ! 24 6 12 140 115 I 110 0o stn panels 6 REFERENCE TE: LD "F" GI'DOERS AND i BE�AMS t. STAIR TREADS SHALL BE 1 1/4-THICK CLEAR OAK,UNLESS NOTED. - _ Wood 1 pa I bfl - - �. - - - 1/�° R OU R uj u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less 6d Common 6"ox. 12"o.c. STROKE IED V. WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT WRAP&6'OC ON EACH UND " FOR SHEAR O ,- SILL C�16"OC ON EACH STUD L 6" DIAMETER � 11FR�I Z Q Q Z � GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inchesb 7/8"-1" 6"o.c. 12"o.c. Q 8d Common �/8"%%C ANCHOR BOLT@36"OC T W � NOT GREATER THAN 450, IN ACCORDANCE 1v/R302.9.4.TESTING METHODS MUST TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL -� 1 1/8"-1 1/4" 6°o.c. 12"O.C. LSTA36-1,305 IDs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. U Q C4 U COMPLY w/R302.9.3 10d Common w LOAD-BEARING VALUE OF SOIL s 1/4"x36" TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS W.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. (P� / X. PROVIDE 1 " WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 £4,000 For wood structural panel roof sheathing attached to gable end roof framing and to FLOOR TO FLOOR CONNECTION SCALE: y. CERAMIC TILE SURFACES&INSTALLATION,ARE TO COMPLY w/R702.4,OTHER Conven-Honol light-frame construction Intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced REQUIRED FOR UPLIFT 1/4 = s FINISHES TO COMPLY w/R702.5,& R702.6. 1-story 12 12 12 12 at 6 inches on center where the ultimate design wind speed is less than 130 mph and z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story t5 12 12 12 shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or OPTIONAL NAILS END ENGTH OF ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 (WOOD SHRINKAGE m 12" YPICAL greater but less than 140 mph MAY OCCUR AND SCH CAUSE STRAP TO 'PJ 4-inch brick veneer over light frame or 8-inch hollow concrete masonry BUCKLE OUTWARD) m 1-story 12 12 12 12 ROOFING /SIDING NOTES 2-story 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL a.ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS 8902, 8904,&8905 AND 3-story 32 24 16 12 TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION INSTALLATION @ 16" O.C. ARE TO BE IDENTIFIED IN ACCORDANCE w/8.904.4.ROOF DRAINS ARE TO BE PROP CANTILEVER CONDITIONS CLCAR S N F`� 77006 INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-Inch solid or fully grouted masonry FOR NAILING ( ) b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 16 12 12 12 FASTENERS:2-104X1 1/2 DOUBLE LVL A��FESSIONP� STRIPS AND FASTENERS ARE TO COMPLY w/ R905.2.4 & R905.2.5.DETAILS OF 2-story 20 21 14 12 RAFTERS/TRUSS INSTALLATION @ 16"0/C TYPICAL LSTA ASPHALT SHINGLE ROOFING INSTALLATION,ARE TO BE SUBMITTED.FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:10-1 0dX1 1/2 T/O EXIST 2X4 STUD WALL @16"O.C. TYPICAL KST237 LSTA24-980'x5.UPLI DWG. NAME: OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w/R905.2.7.THE REQ'D PLATES I'I 3./9/16" 1N 20 GA.1 1/�"xza" UNDER-LAYMENT IS TO CONFORM w/ASTM11226, D 1970, D4869,AND D6757,AND IF LSTA24-9801bs.UPLIFT 20 GA. /4"x24" DETAILS APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) For 51:1 Inch=25.4 mm,1 pound per square foot=0.0479 kPa. DOUBLE EXISTING 2X4 SILL ENDLENGTH C. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF TOP PLATE PLATE PROVIDE BLOCKING 1"MIN. u 12" YPICAL UNDER CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED e.Where minimum footing width is 12 inches,use of a single wythe of solid or & NOTES „ fully grouted 12-inch nominal concrete masonry units is permitted. z _ PROPOSED 2X4 DOUBLE TOP BITUMEN SHEET, IS TO BE USED&IS TO EXTEND FROM THE EAVES EDGE TO 24 MIN. < PLATE o INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7. & N } REFERENCE 3.3B FLOOR-TO-FLOOR REFERENCE 3.38 FOR NAILING INSTALLATION @ 16"o% DWG. NO.: 8905.1.2. ~ 12"MIN. FOR NAILING d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN ACCORDANCE w/R703.8, R903.2,&R905.2.8. e. HOUSE WRAP MATERIAL OR BUILDING FELT& IT'S INSTALLATION ARE TO COMPLY w/ 2x4 STUD WALL @ 16" STRAP @ O.C. I` EACH STUD R703.2 TYPICAL H16 -1470 lbsUPLIFT 1- r PROP 2X4 STUD WALL @16"O.C. f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ . 6-1001 1/2" WALL TO CRIPPLE WALL CONNECTION R703.3.2. TRUSS/RAFTER TO DOUBLE (0.148"x1 1/2") , PLATE INSTALLATION PAGE 2 OF 2