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HomeMy WebLinkAbout1000-54.-4-17 Town of Southold Q����d�❑ ' LWRP CONSISTENCY ASSESSMENT FORM APR 2 92026 SOUTHOLD TOWN PLANNING BOARD A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold 's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# '�22` :5 S. Id.- I �k PROJECT NAME ( SQ!Z, The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. V Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: M R yy Location of action: Site acreage: Present land use: S ,D-kC."C� Sk4� Present zoning classification: ` 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:7�K'11t\ (b) Mailing address: Q ` U (c) Telephone number: Area Code) d+�` 6 1 (d) Application number,if any: Will the action be/directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No I`®I If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No allot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Lam' Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No [;? Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No allot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No [j Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Id Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeF-1 No VFNot Applicable Attach additional sheets if necessary 1 WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 4Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. 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Real Property Tax Service Agency wvx,Duvs.xTauuKry sueoK Y E .c�7_ — — — .e —_ m w�) W asemMY(Ptt+TwN OT 1HE M rx of N wad_ _ _ __ u. o )De(mum Une.fp�rMw(A)'nWr TAx W➢RFVOH®IED 901lINOLD OCA (21) �.. •. yp ♦ ,m xT.tun xnniBi,saGW01'T1E p _ JY —__-- ym S PfTL itmRAry TAY SFHJ[E N3@cr. y^ry1�vw[E l GENERAL NOTES NOTE: I ti t lz:n IK j I ENERGY CODE COMPLIANCE STATEMENT NOTE: :. NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKERS' COMPENSATION INSUR%NC R r; I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL AND DISABILITY BENEFITS COVERAGE IS FILED AS FEQUIRED BY SECTION 57 AND 222 STATES THAT TO THE EST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL SUBD.8 OF THE WORKERS' COMPENSATION LAW OF THE STATE OF NEW YORK -----=---- -- EXISTING DECK REPAIR TO DWELLING AT JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH scutll'L;[,., ti TIHE ECCC 2025 ( CHAPTER 11 ) WITH THE NYSECCC 2025 SUPPLEMENT. ALL WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE -- B`fr' �rT'�r+`''r.•... . DEBRIS MEETING THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 1��� (D_J L R,T S]P­.14 A D M I-'%VJ E AND ASTM E 1886 REFERENCED THEREIN. IF PROTECTIVE PLYWOOD PANELS ARE APPLICABLE CODE AND STANDARDS BEING USED FOR WINDOW PROTECTIVE, ALL PANELS SHALL BE MARKED AND STORED ON SITE. REFER TO SHEET T-5 OF CONSTRUCTION DRAWINGS FOR ADDITIONAL 21025 NYS FIRE PREVENTION & BUILDING CODE SPEC'S & DETAILS SOUTH 0 LD NEW YO RK 21025 RESIDENTIAL CODE OF NY STATE _ 21025 EXISTING BUILDING CODE OF NY STATE SEPTIC SYSTEM AND DRY-WELLS SHALL BE CERTIFIED BY OWNER'S R.S./P.E. UPON L 21025 ENERGY CONSERVATION CODE OF NY STATE COMPLETION OF THE WORK TOWN OF SOUTH 0 LD, SU FFO LK COUNTY 00 21025 PLUMBING CODE OF NY STATE A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB I 21025 MECHANICAL CODE OF NY STATE ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT W00 NIFPA 70: NATIONAL ELECTRIC CODE (NEC), 2023 EDITION COMPLETION OF JOB. (0 N 21024 ANSI/AWC WFCM NO FOOTINGS PLACED OR DRY WELLS COVERED UNTIL APPROVED BY INSPECTOR � ( � r-(_0ICC A117.1 - 20217 FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING �J INSPECTOR PRIOR TO FRAMING `1 r7 DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY � 0,* WITH SECTION R602.6. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH (0 >- SECTION R602.6.1. - X X �Q I THE MAXIMUM WATER CONSUMPTION FLOW RATE AND QUANTITIES FOR ALL PLUMBING m2: FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE P2903.2. r ) BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS L,J U O.J SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF �- NOT LESS THAN 6'-0" ABOVE THE FLOOR [_- I SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES L_f_ Oz OF THE PRESSURE BALANCE, THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE N BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMINT STOPS. Q .. PROJECT INFORMATION RELEfId1TABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AIR GAP, ATMOSPHERIC- Z v TYPE VACUUM BREAKER, PRESSURE TYPE VACUUM BREAKER OR HOSE CONNECTION BACK-FLOW r 1 PREVENTER. �J SEPERATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM & KITCHEN TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTION P2902.4.1 THRU P2902.4.5 WIND DESIGN SEISMIC WINTER ICE BARRIER SUBJECT TO DAMAGE FROM A SOIL OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A DESIGN Frost line DESIGN UNDERLAYMENT GROUND FLOOD AIR MEAN FREEZING ANNUAL SNOW spiced° Topographic special wind Windbornedebris CATEGORY' Weathering" c TEMP' REQUIRED INDEX'Termite` n HAZARDS TEMP FOUNDATIONA PROVIDED WITH A RELIEVING ARCH; OR THERE SHALL BE BUILT depth D 0 M I N I C K M A UE L L I A INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING it LOAD° (rinph effects' region zone" THROUGHT. �., OWNER: t.tl:�,��r, :�. 1 mile from the Insert PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND CONTINUOUS 20 130 NO NO coast B SEVERE 36" HEAVY 15° YES flood zone 452 52,7° BEARING or N/A MANUAL DESIGN CRITERIA P R 0 J ECT DESCRIPTION : 2 N D FLOOR DECK REPAIR DRAIN, WASTE AND VENTING PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1 Winter Altitude indoor Heating J $- Elevation Latitude Summer cooling design Design temperature cooling temperature PLANS A R IE I N COMPLIANCE WITH I 2025 RESIDENTIAL BUILDING SEWER PIPING AND FITTING MATERIAL SHALL COMPLY WITH TABLE P3002.2 heating correction factor tern difference pF' \�l p APPLICABLE CODE: THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL 98ft. 4°° 15• 85° � '° 75° 55° BUILDING CODE OF NY STATE ( PUBLICATION DATE 07 2025 Cooling temperature Wind velocity Summer BACK FLOW PREVENTER Wind velocity heating Coincident wet bulb Daily range winter humidity difference I I cooling Humidity32 GR@504'"RH 15° 15 MPH 7.5 MPH 72° Medium 45-55% AND 2025 EXISTING BUILDING CODE OF NY STATE THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK For Si:1 pound Iper square foot=0 0479 kPa,1 mile per hour=0 447 We, a. Where weathhering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govem. THE ENTIRE PLUMBING SYSTEM HALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE The weathering ccolumn shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301,214).The grade of masonry units shall be determined from ASTM C34,C55i,C62,C73,C90,C129,C145,C216orC652. CONSTRUCTION CLASSIFICATION : WOOD FRAMED ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN b, Where the frcost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost fine depth column ACCORDANCE WITH CHAPTER 13 THRU 24 OF THE 2020 NYS RESIDENTIAL BUILDING CODE. ALL with the mininwml depth of footing below finish grade. � LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST EDITION OF THE NATIONAL c- The jurisdfctition shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean tartrtite damage. k SINGLE FAMILY RESIDENCE d The jurisdirtinon shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301 2(5)AI.Wind exposure category shall be determined on a site-specific basis in accordance OCCUPANCY: FIRE PROTECTION ASSOCIATION. with Section R3001,2.1.4. e. The outdoor(design dry-bulb temperature shall be selected from the columns of 97'12,percent values for winter from Appendix D of the Plumbing Code ofNew York Stare.Deviations from the Appendix O temperat�resanan abepermmedto,ana�t,or:at�,�matesorlotalwaatharaxpadencgaadatarminadbytheb�adingoffi��al.[AlSoseaF�garattsolz(1)) ALL MECHANICAL SYSTEMS, AND EQUIPMENT, APPLIANCES, ETC. MUST BE LISTED AND LABELED At t. The junsdictilon shall fillin this part of the table with the seismic design category determined from Section 1330t22.1, FIRE HAZARD: LOW INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, LISTING/LABEL AND THE CODE g. [NY)To establish food hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,ata minimum,special flood hazard areas asidentifiiedby the Federal Emergency Management Agency in the Flood Insurance Study forthe ALL FUEL, GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH community,as atmended or revised with. A FLAME SAFEGUARD DEVICE, WHICH WILL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE c' I. The accompanying Flood Insurance Rate Map(FIRM), Ifl,li Flood Bcoundary po and data along Map any nevi and FIRE SPRINKLER SYSTEM : N/A A Ili Relaloud dlsupportindFlood ay Ma (FSF ),andalheretn. FLAME OR PILOT LIGHT IS EXTINGUISHED � The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905 1.2,R905.4.3 1,R905 5.3.1,R905.6.11,P905 7.3 1 and R905.e.3 1.where there has been a history of local damage from the effects of ice damming,the jurisdiction shall ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N 1103.1 OF THE CODE N i. The junsdictition shall fill in this part of the table Wth the 100-year return period air freezing index(BF-days)from Figure R403,3(2)or from the 100-year(99 percent)value on the National Climatic Data Center j. The jurisdictklon shall f11 in this part of the table with the mean annual temperature from the National Climatic Date Center data table"Air Freezing Index-USA Method(Base 32'17)." k, In accordance with Section R301,2,1,5,where there is local historical data documenting structural damage to buildings due to topographic wind spLed-up effects,the jurisdiction shall fill m this part ofthe ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5 I, In accordanceir with Figure R301,2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall All in this part of the table with"YES"and identify any speck requirements, m In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall Indicate"NO'•to this part of the table. n. The jurisdicti-ion shall fill in these sections of the table to establish the design citeria using Table I a or I b from ACCA Manuel J or established criteria determined by the jurisdiction. DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS o. [NY]The groound snow loads to be used in deterrr ping the design snow bads for roots are given in Figure R301,2(6)for saes at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their THE MINIMUM LOAD FOR UNDER GROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE 100 % OF THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2 MATERIAL INDEX WOOD NOTES ELECTRICAL NOTES CONSTRUCTION NOTES WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT Y REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3702.1 O EARTH 1. A minimum of one wall-switch-controlled lighting outlet is required in every 1. THE A.I.A. GENERAL CONDITIONS ( A.I.A. DOC. A201) ARE HEREBY MADE w habitable room, hallway, stairway, attached garage, and outdoor entrance. AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN Q� _J W COMPACTED GRANULAR MATERIAL Exception: In habitable rooms other than kitchens and bathrooms one or morte IN FULL. t1 receptacles controlled by a wall switch are permitted in lieu of lighting 2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED U Z Z DIMENSIONS. CONSTRUCTION NOTES w;. •,..:•;,,r . CONCRETE 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH NO.1 outlets. J 2. In every kitchen, family room, dining room, den, breakfast room, living room, 3. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER p w SCALE DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE � 11 _J CONCRETE BLOCK 2020 NYS RESIDENTIAL BUILDING CODE parlor, sunroom, bedroom, recreation room, and similar rooms, receptacle FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE Z Q � � outlets must be installed so that no point along the floor line is farther ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE ® STEEL 3. ALL WOOD EXPOSED TO WEATHER SHALL BE A.C.Q. TREATED IN than 12 ft, measured horizontally, from an outlet, including any wall space 2 THE WORK, AS INDICATED. O _ ft or more wide and the walls ace occupied b sliding panels in exterior 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE I- F- ACCORDANCE AWPA STANDARDS. p p y g p JOB AND THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARI- T-1 PROJECT INFORMATION x �� ALUMINUM 4. ALL WOOD CONNECTORS SHALL BE SIMPSON", OR APPROVED walls. w CAI " ATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE LC7 0 EQUAL. 3. A minimum of two #12 wire 20-A small appliance circuits are required to serve DRAWINGS. PROVIDE DIMENSIONS SUBJECT TO ACTUAL FIELD COND- ® FINISH WOOD only small appliance outlets, including refrigeration equipment, in the MONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR DISCREP- 5. MEMBERS DESIGNATED AS "MICRO-LAM" SHALL BE MANUFACTURED kitchen, pantry, dining room, breakfast room, and family room. Both circuits ANCIES UP TO 2'-0" IN ANY MEASUREMENT. ARCHITECTURALS ROUGH WOOD IN ACCORDANCE WITH "GEORGIA PACIFIC" STANDARDS. DESIGN must extend to the kitchen; the other rooms may be served b one or both of 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,TATE AND LOCAL ® Y Y CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ® STRESSES ARE AS FOLLOWS: FB=2,80OPSI, FV=285PSI, them. No other outlets may be connected to these circuits, except a ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING PLOT-1 PLOT PLAN v BATT INSULATION 2,000,000 PSI. receptacle installed solely for an electric clock. In kitchen and dining THE OCCUPANCY CERTIFICATE. RIGID INSULATION areas, receptacle outlets must be installed at each and every counter space 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING A-1 DECK FRAMING & FOUNDATION o wider than 12 in. AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST o DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT SAND 4. A minimum of one #12 wire 20-A circuit must be provided to supply the laumdq ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. A-2 DECK PLAN receptacle(s), and it may have no other outlets. 7. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING WATER SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS A-3 DECK SECTION & DETAILS date; 5. At least one receptacle outlet must be installed in the bathroom near the AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED PROJECT S . F . basin and must be provided with ground fault circuit interrupter protection. UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN A-4 ' E_ SYMBOL i INDEX 6. Code requires sufficient 15- and 20-A circuits to supply three watts of power OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME GENERAL NOTES & SPECS for every square foot of floor space, not including ggarage and open porch AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF SCaI e; areas. Minimum code suggestion is one circuit per 600 sq ft; one circuit per, HIS WORK. 500 sq ft is desirable. 8. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, 7. A minimum of one exterior receptacle outlet is required (two are desirable) PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL drawn k,q; and must be provided with ground fault circuit interrupter protection. PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. - 9. MATCH ALL EXITING CONDITIONS AS THEY RELATE TO FINISHES, C.W.Kuehn M1 AREA OF DECK 1 ,500 S.F. 8. A minimum of one receptacle outlet is required in basement and garage, in LIGHTING COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE I- DETAIL NUMBER 11115 A4.2 Ms INTERIOR ELEVATION addition to the one in the laundry. In attached garages it must be provided AND RELOCATE ANY PARTITIONS, WIRING PLUMBING AND DUCTWORK CYIeclCed bl�; A-1 SHEET NUMBER' MARK with ground fault circuit interrupter protection. THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED, M10 TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. 9. Many building codes require a smoke detector in the hallway outside bedrooms-, 10. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING SECTION NUMBER ENLARGED PLAN 0or above the stairway leading to upper floor bedrooms. OF NEW AND EXISTING AREAS. INSTALL AND REMOVE AFTER project no; A-1 SHEET NUMBER' MARK 10. Disconnect switches are required. SCREENSCOMPLET TO ON ADEQUATELY SUSTAIN ALL TEMPORARY PALLRLOADS PROTECT DUST 4 ELEVATION MARK EXITING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. Q- PARTITION TYPE 11. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ARCHITECT ' S STATEMENT ROOFS, WALLS AND PENETRATIONS, TO TO FORM A WATER TIGHT 10 DOOR MARK ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEATHING AND OO KEYNOTE SYMBOL EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. 1D WINDOW MARK 12. ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS sheet # OF THE NATIONAL ELECTRIC CODE AND N.Y. STATE BOARD OF FIRE �--COLUMN CALLOUT UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE Al REVISION MARK PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT._____PROPERTY LINE 13. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL I T 102 ROOM MARK LEASING LINE DEBRIS AND EXCESS MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL drawin title 0.00 SPOT ELEVATION MATERIALS. of 14. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A TITLE SHEET WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. I e, Yt fxn x N- 400 32_ 40" W 100.02' z CO CO (D N CD Co N T � I • cfl N ' ' N In X 3::Q O W LL- mz / 1 0E-:o Of o , U OL0 o_ 00 r o N O(o Z N U I , I , 34.5' EXISTING 2 STORY DWELLING 2ND FLOOR DECK 1 � 10.2' Q - - W O2 2ND FLOOR DECK N O O L_L_ O ' O a) Qo (.0 o r n V J 0 O O 1 , O L0 Lo z z V) z � Y W U z z ' w J = O � o z U X LC) H S 390 24' 00" W 100.00' ``' `.' o Q date, MARCH 2O26 NORTH SEA DRIVE sca►e, 1" _— 20'-0" drawn checked bu; C.W.Kuehn PLOT PLAN project no; 1 " = 20'—0" 26029 sheet # ST- 1 drawinq title PLOT PLAN 6`0' 1-0. 5'_01 3 NJ F-1 F-1 b / 47 J HEADER AS INDICATED _J L o COLUMN/POST AS INDICATED 0 < tcl, 1-4 x x co d. LO ID LNN CO o Lli N F-2 A 2"X12" ACQ F.J.t\I r -1 00 04*INSTALL ON EVERY NEW HEADER, 2 PLCS 11 0 16" O.C. P' SIMPSON STRONG- TIE PC66 L _J F-3 �(0 2"X1 2" ACQ F.J. < (0 >- SCALE: NOT TO SCALE R 0 16" EN O.C. x 3::x 0 Ld m z L1_ co Cq 0 V) 0 -t L L Lf)li 000 C-41 1 F-1 a_ _4(u,-D __J r -I o x fr N C14 0 Z 04 L J 4X4 CCA POST _61 3 lJ C I D C14 J SIMPSON STRONG TIE TIE-LCB QI I I I I I vl F-2 r -i 10 MN EXISTING WELLING L _J POURED CONCRETE I 10 CD "X12" ACQ CY FOOTING TO BE 0 10 2 GRADE LEVEL 0 16" O.CF.J. 3'-0" BELOW GRADE 4 2"X12" ACQ F.J.N C-4 4 @ 16" O.C. Pr CD F-3 C)F- C14 -4 4 PI F-2 r- -I 01 L J < SIMPSON STRONG- -C, TIE LC13 C14 x 104 204 CD C14 POST PIER CONNECTION 3'-0' 1, 5 1 I I I v1 F-1 0 SCALE: NOT TO SCALE F-3 F-4 F-4 T J L J (12"t6"AC J <L) F-4 4 04 m A 00 2"X6" ACQ F.J. C14 tY @ 16" O.C. "I 2"X12" ACQ F.J. N 0 F-1 FOOTING: /1 12"X1 2" ACQ F.J. I I I I I @ 16" O.C. F-2 @ 16" O.C. r <--=c >- I 203 12" DIA. POURED CONCRETE PIER w OVER 24"X24"X12" POURED CONIC. i i z z L LLJ FOOTING W/ (3) #4 REBAR EACH F-3 —13L _J 0 bi_J WAY AT BOTTOM TO MIN. 36" C 0 _J z 0 BELOW GRADE OVER "HELICAL" CY Q 1 F- 0-=- 2: LA METAL PILE - PILE TO HAVE A _:Ku X L.C-.,) m D Cq C-­4 I I x OD 0 MINIMUM DEPTH OF 5'-0" BELOW co 2"X12"' ACQ F.J. 2"X12" ACQ F.J. 0 BOTTOM OF FOOTING @ IES" O.C. x1@ 16 O.C. x 04 Q_ 'Ei9 N N C-4 C14 F-1 C14 C14 04 F-2 F-1 F-2 F-1 r -i r -I r -I r -i date: F-2 FOOTING: CD MARCH 2026 12" DIA. POURED CONCRETE PIER 1/4' OVER 24"X24X12" POURED CONC. FOOTING W/ (3) #4 REBAR EACH drawn bq: WAY AT BOTTOM TO MIN. 36" BELOW GRADE /1 1-4 4-1o, + 12'-3' 12'-2' 3'-0' bu: C.W.Kuehn 46'-4, project no: F-3 FOOTING: 26029 14" DIA. POURED CONCRETE PIER FOOTING TO MIN. 36" BELOW GRADE 1ST FLOOR PLAN sheet m # 11 A - 1 drawinq title DECK FRAMING & FOUNDATION i 1 c 20'.6 SnJtl�:�it;tuvrrt - � Bn�rc±n`Trus'ees 6'-0' NJ PREFINISHED VINYL SIDING OVER 1" ( R-5 ) RIGID FOAM BOARD -k-1/2" PLYWOOD SHEATHING FLASHING FOR WATER TIGHTNESS 3/8" DIA. HOLE © 16" O.C. I I 1"X CEDAR DECKING 2" X LEDGER WITH FASTNERS I I IN ACCORDANCE WITH TABLE R507.2 LO I I � 00 00 SIMPSON APPROVED GALV. JOIST HANGERS ( , 1/2" DIA. BOLTS @ 16" O.C. I HOLD DOWN DEVICE - MIN. 750 LB. CAPACITY. " �C STAGGERED TOP & BOTTOM -� AT MIN. 4 LOCATIONS, EVENLY DISTRIBUTED III r-N ALONG DECK & ONE WITHIN 24" OF EACH W END OF LEDGER. HOLD DOWN DEVICES SHALL of I I I n FULLY ENGAGE DECK JOIST PER HOLD-DOWN I I • I— (00 MANUFACTURE. A FULLY THREADED 3/8" DIA. LAG SCREW PREDRILLED X ?::X W/ MINIMUM 3" PENETRATION TO CENTER OF THE I O W� m Z 0 O I I a � DECK LEDGER DETAIL Li000 LL_ Q N O c0 ZN I 2ND FLOOR DECK COMPOSITE DECKING I I U I I I 2ND FLOOR DECK EO 6 DECKING F. EXISTING DWELLING ' ofi 2ND FLOOR I I I I � 4'-0' 4'-2- I I I I a) 0 a� I I Y VERIFY NO. OF STEPS PER 00 HEIGHT FROM GRADE TO DECK �0 CL f� TREADS 08'-0" X 12" � Q—`Z RISERS EQ. ® 6 1/6" MAX. VERIFY N0. OF STEPS PER Y 0 v W HEIGHT FROM GRADE TO DECK U z Z I I TREADS ® 8'-0" X 12" L J = I I RISERS EQ. 06 1/6" MAX. Z Q O OJ v LX L-C) 2ND FLOOR DECK I o � O I I COMPOSITE DECKING I 0- _LLL_ Ltl I date. MARCH 2O26 scale; 1/4' = 1'-0" drawn bq; 46'-4' checked bu; C.W.Kuehn project no; 2ND FLOOR PLAN 26029 y4,,, _ 1 ,_ 0„ sheet # A - 2 drawing title DECK PLAN I I I R502.8 CUTTING, DRILLING AND NOTCHING: STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THIS SECTION: R502.8.1 SAWN LUMBER: NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED ONE—SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THEN ONE—THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE ONE—THIRD OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE—FOURTH THE DEPTH OF THE MEMBER. THE TENSION SIDE OF MEMBERS 4 INCHES (102 MM OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT 5/4" X 6" COMPOSITE' DECKING AT THE ENDS OF THE MEMBER. THE DIAMETER OF THE HOLES BORED OVER 2" X 8" ACQ F.J. @ 16" O.C. OR CUT INTO MEMBERS SHALL NOT EXCEED ONE—THIRD THE DEPTH OF LO THE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2 INCHES TO THE W I 00 TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHERHOLE LOCATED 00 1 IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE (_0 C14 SHALL MOT BE CLOSURE THEN 2 INCHES TO THE NOTCH. 0 r-('0 GUARD RAIL 0 36" ABOVE R502.8.2 ENGINEERED WOOD PRODUCTS DECK W/ "CABLE RAIL" BALUSTRADES SPACES; AS NOT • CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE TO ALLOW A 4" DIA. SPHERE LUMBER,, STRUCTURAL GLUE—LAMINATED MEMBERS, CROSS—LAMINATED TO PASS THROUGH AMY AREA (0 X X < TIMBER MEMBERS OR I—JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED 0 UJ BY THE MANUFACTURE'S RECOMMENDATIONS OR WHERE THE EFFECTS OF MZ SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED DESIGN PROFESSIONAL. W0 if) 0L 00 0-1 C14 ry 0(0 (3) 2- X 8" ACQ GIRDER PROVIDE 2'X8' ACQ DGER Z C14 BD, BOLTED TO EXIST G <RIM JOIST W/ 1/2' DI . THROUGH BOLTS w/ WASHER & UT @ 161 D.C. STAGGERED TOP & BOT OM (0 PROVIDE 2"X8" ACQ LEDGER 4"X4" ACQ POSTS BD. BOLTED TO EXISTING 16' T Y P. RIM JOIST W/ 1/2" DIA. THROUGH BOLTS 0 16" O.C. STAGGERED TOP & BOTTOM CU 0 0 L 0 0 LEDGER DETAIL lot V-0" NOTE: INTERIOR THROUGH BOLT CONNECTIONS MUST BE READILY VISIBLE FOR INSPECTION. F-1 FOOTING: TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST o.b. 12" DIA. POURED CONCRETE PIER OVER 24"X24"X12" POURED CONC. DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD < 40 PSF FOOTING W/ (3) #4 REBAR EACH WAY AT BOTTOM TO MIN. 36"' Q) COINNECTION DETAILS 6' & LESS 6'1" TO 8' 8'1 to TO 10' 1 O'l to TO 12' 12'1" TO 14' 14'1 to TO 16' 16'1 to TO 18' BELOW GRADE OVER "HELICAIL" METAL PILE — PILE TO HAVE; A 0 MINIMUM DEPTH OF 51-099 BELOW 1/2- DIAMETER LAC SCREW WITH 1/2- V, BOTTOM OF FOOTING 30" 23" 18" 15" 13" 10" 0 MAXIMUMS SHEATHING c.d. _0 1/2- DIAMETER BOLT WITH 1/2" MAXIMUM SHEATHING d. 36" 36" 34" 29" 24" 21" 19" F-2 FOOTING: 1/2" DIAMETER BOLT WITH 1" MAXIMUM 36" 36" 29" 24" 21 18" 16" 12" DIA. POURED CONCRETE PIER 6 SHEATHING e OVER 24"X24"X12" POURED CONC. 0 a. Ledger shall be flushed in accordance with Sec. R703.4 to prevent water from contacting the house band joist. FOOTING W/ (3) #4 REBAR EACH >_ LJJ b. Snow load shall not be assumed to act concurrently with live load. WAY AT BOTTOM TO MIN 36 a- <F— c. The t .trip of the log screw shall fully extend beyond the inside face of the band joist. I W d. Sheathing shall be wood structural panel or solid sawn lumber. BELOW GRADE C-r-) Z Z e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2" thickness C) LJ of stacked washer shall be permitted to substitute for up to 1/2" of allowable sheathing thickness where combined with wood 0 UJ structural panel or lumber sheathing. �:: rN, _J SECTION TH RU UPPER DECK Z0 (=:> 0 F-3 FOOTING: 4- FZ 0__1__ X L-C`> TABLE R507.2.1 14" DIA. POURED CONCRETE PIER bi C--%4 1 /4 1 0 0 0 PLACEMENT OF LAG SCREWS & BOLTS IN DECK LEDGER & BAND JOIST FOOTING TO MIN. 36" BELOW GRADE MINIMUM END & EDGE DISTANCES & SPACING BETWEEN ROWS L]date: I TOP EDGE BOTTOM EDGE ENDS ROW SPACING MARCH 2026 LEDGER(a 2 INCHES d 3/41NCH 2 INCHES b 1 5/8 INCHES b 1/4' = 1'-0" BAND JOIST c 3/41NCH 2 INCHED 2 INCHES b 1 5/8 INCHES b drawn bq: a. Log screws or bolts shall be staggered from top to bottom along the horizontal run of the deck ledger in accordance with figure R507.2.1(1). b Maxirnurn 5 inches. Checked �q: c. For engineered rim joist, the manufacture's recommendations shall govern. C.W.Kuehn d. The rninimum distance from bottom row of log screws or bolts to the top edge of the ledger shall be in accordance with figure R507.2.1(1) project no: 26029 NOTE: ALL WOOD WHICH COME IN CONTACT WITH CEMENT OR GRADE MUST BE PRESSURE TREATED ACQ WOOD Ll sheet # A - 3 drawinq ti�e SECTION/DETAILS V I 201216 T6_T,,7,o,,i T—,, TABLE R404.1.2.1(I FF PLAIN MASONRY FOUNDATIO� WALLSPLAIN MASONRY MINIMUM TABLE 301 . 5 TABLE 3.2A ANCHOR BOLTS SILL PLATE TO FOUNDATION TABLE 3,2B Bottom Plate to Foundation Connections NOMINAL WALL THICKNESS WNWW UNIFORMLEY DISTRIBUTED LIVE LOADS CONNECTIONS RESISTING SHEAR LOAD FROM WIND (Anchor Bolts) Resisting Lateral & Sheer Loads From Wind b (inches) USE LIVE LOAD — Exposure B (Prescriptive Alternative to Table 3.2) — Exposure B (Prescriptive Alternative to Table 3,2) MAXIMUNA MAXIMUM SOIL CLASSES Three Second Gust *ded (mph) 85 1 90 1 100 1 110 1 120 1 130 1 140 1 150 Three Second Gust *,In( 85 90 100 110 120 130 140 150 WALL UNBALANCED UNINHABITABLE ATTICS WITHOUT STORAGE b 10 Speed (mph) Foun 13UILDING DQENSION 1/2" ANCHOR BOLTS SC, MN, Supporting GM, GC .rtr,, PERPE VICULAR TO A Bottom Plate to Foundation Foundation HEIGHT BACKFILL SHEARILL LINE (FT) NUMBER OF BOLTS REQUIRED IN SHEARWALL I!A2 anchor Bolt Connection Resisting Supporting Voximum Anchor Bolt Spacing (in.334 (feet) HEIGHT GW, GP EM, EM—SC ML—CL and btgt I (feet) c SW and SP and ML inorganic CL UNINHABITABLE ATTICS W/ LIMITED STORAGE 20 12 2 2 2 2 3 3 3 4 16 2 2 3 3 3 4 4 4 1 1/2" Anchor Bolts 1 STORY 20 2 3 3 4 4 5 5 6 1-3 5 4 6 s014 or 16 s014 or 6 S014 or HABITABLE ATTICS & ATTICS SERVED W/ FIXED STAIRS 130 24 3 3 4 4 5 6 6 7 Stories 30 28 3 3 4 5 6 6 7 8 Lateral and Shear Loads 5 6 soliS' or $ 8 10 32 3 4 5 5 6 7 8 10 BALCONIES ( EXTERIOR ) AND DECKS 36 4 4 5 6 7 8 9 11 5/8" Anchor Bolts 40 40 4 5 6 7 8 9 10 12 1-3 45 6 4 6 sod. or $ 6 sod or 16 sod or 50 5 6 7 8 10 11 13 15 Stories 5 6 solid or T 8 10 60 6 7 8 10 11 13 15 17 FIRE ESCAPES 40 70 7 8 9 11 13 15 18 20 L tin 6 8 10 12 80 1 8 1 9 1 11 13 1 15 18 20 1 23 co GUARDRAILS AND HANDRAILS d 200 20 3 4 4 5 6 7 8 9 TABLE 3.2C Sill or Bottom Plate to Foundation Connections = 1 7 4 6 Solis. or 1 8 8 24 4 4 5 6 7 9 10 11 LLJ 00 5 6 sod or 10 10 2 STORY 28 5 5 6 7 8 10 11 13 (Anchor Bolts Resisting uplift Loads From Wind (004 GUARDRAILS IN—FILL COMPONENTS f 50 32 5 6 7 8 10 11 13 15 D 04 6 10 12 10 SO119 36 6 6 8 9 11 13 14 17 Exposure B (Prescriptive Alternative to Table 3.2) 40 6 7 8 10 12 14 16 18 7 12 10 solid 12 solid a a 50 8 9 10 12 15 17 20 23 v PASSENGER VEHICLE GARAGES 50 60 9 10 12 15 18 21 24 27 — i Three Second Gust *1n( CO 8 4 6 s04. or 1 6 soli ' or 8 70 11 12 14 17 20 24 28 32 Speed (mph) 85 90 1 100 1 110 1 120 1 130 140 150 Of 80 12 13 16 20 23 27 32 36 Q 5 6 sod or 1 10 12 ROOMS OTHER THAN SLEEPING ROOMS 40 Bottom Plate to Foundation Foundation >_ anchor Bolt Connection Resisting Supporting Voximum Anchor Bolt Spacing (0.3 X 10 28 6 7 8 10 11 13 15 18 X ?�: < 6 12 12 solig 32 7 7 9 11 13 15 17 20 -3: 0 Lij LL_ 7 12 12 solig Footnote SLEEPING ROOMS 30 3STORY 36 8 8 10 12 14 17 20 22 1 8' End Zones M Z 8 10 soli 12 soli FootnorEP 40 8 9 11 14 16 19 22 25 1-3 J0 0 C: 50 10 11 14 17 20 23 27 31 Stories 721 70 49 39 1 33 28 STAIRS 40 60 4 17 20 24 28 32 37 uplift loads 121� to 1 0- 0 00 9 4 6 soliddor8 6 so14 or B 8 70 1 16 19 23 28 32 38 43 Interior Zones 80 1 18 22 27 32 37 43 49 — LLJ 0- 5 8 10 12 1 1 1-3 72 72 57 45 38 33 30 277 _J 10 Stories 6 12 12 solid 0� 04 7 12 12 soli g Footnote Anchorage (0 Anchorage required to resist lateral loads shall be determined in the foundation Z N 8 12 soli FootnorEP FootnorEP design per section 1.1.4. 1 Prescriptive limits are based on assumptions in Table 3.2 9 FootnotS Footnor� Footnor(EP I Perscriptive limits are based on assumptions in Table 3.2 2 When anchor bolts are used to resist uplift, lateral, and shear loads, the maximum anchor bolt spacing shall not exceed the lesser of the (0 For SI: 1 inch = 25.4 mm 2 Anchor bolts shall be uniformly distributed along the length of the shearwall line, tabulated values for uplift loads ( Table 3.2C ) or lateral and shear 1 foot = 304.8 mm and in no case shall the anchor bolt spacing exceed 6 feet on center. For other loads ( Table 3.213 ). For other anchor bolt limitations see Section 1 pound/ sq. inch = 6.895 Pa. anchor bolt limitations, see Section 3.2.1.7. 3.2.1.7 and 3.2.2.3. a. Mortar shall be Type M or S and masonry shall be laid in running bond. 3 Sill plates are assumed to be treated Southern Pine. 3 Tabulated anchor bolt spacing for lateral and shear loads assume walls are sheathed in accordance with Section 3.4.4.2. For other wall sheathing Ungrouted hollow masonry units are permitted except where otherwise types the tabulated anchor bolt spacings shall be multiplied by the indicated. appropriate sheathing type adjustment factor in Table 3.17D, but in b. Soil classses are in accordance with the United Soil Classification no case shall anchor bolt spacing exceed 6 feet on center. System. Refer to Table RR405.1 4 For three second gust wind speeds greater than 110 mph, with a 12 tabulated lateral value from Table 3.5 greater than 262 plf, lateral c. Unbalana;ced backfill height is the difference in height of the exterior connections shall be determined using the loads from Table 3.5. 'A and interior finish ground levels. Where an interior concrete slab is provided,, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slob. PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS PER TABLE R-401 .4.1 d. Solid gro)uted hollow units or solid masonry units. TABLE R403. 1 LOAD—BEAR)NG PRESSURE I Prescriptive limits are based on assumptions in Table 3.2 0 e. Wall construction shall be in accordance with Table RR404.1.1(2) or a CLASS OF MATERIAL LOp(ounds per square foot) MINIMUM WDTH OF CONCRETE OR MASONRY FOOTINGS (inc%es) design shall be provided. 2 When anchor bolts are used to resist uplift, lateral, and shear loads, Crystalline bedrock 12000 LOAD-BEARING VALUE OF SOIL (psf) the maximum anchor bolt spacing shall not exceed the lesser of the , g. Thickness may be 6 inches, provided minimum specified compressive tabulated values for uplift loads Table 3.2C ) or lateral and shear strength of concrete, fc, is 4,000 psi. loads ( Table 3.2B ). For other anchor bolt limitations see Section Sedimentry and foliated rock 4,000 1,500 2,000 3,000 34,000 3.2.1.7 and 3.2.2.3. TABLE301 . 7 Sandy grovel and/or grovel (GW and GP) 3,000 Conventional light-frome constriction ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Sand, silty sand, clayey sand, silty gravel and clayey gravel 2,000 1-story 12 12 12 12 3"x3" washer (SW, SP, SV, SC, GM and GC) 7" min. embed. in TOP OF WALL ABOVE GRADE PER STRUCTURAL MEMBER ALLOWABLE 2-story 15 12 12 12 poured concrete R 404.1.6 - 4" WHERE MASONRY 0 DEFLECTION Clay, sandy clay, silty clay, clayey silt, silt and sandy silt 15" in c.m.u. 7f VENEER IS USED, 6- ELSEWERE 1 ,500b 3-story 23 17 12 12 RAFTERS HAVING SLOPE GREATER THAN (Cl, ML, MH and CH) Refer to Table R-402.2 for L/1 80 4-inch brick over light 'rome or 0 3/12 VNI NO FIN. CEILING ATTACHED k veneer ov compressive strengths of -0 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED 8-inch hollo* concrete mosonr concrete. INTERIOR WALLS AND PARTITIONS H/180 PER TABLE R-402.2 COMPRESSIVE STRENGTHa(f'c) 1-story 12 12 12 12 Refer to Tables R-404.1.2.1(1) thru R-404.1.2.1(4) for wall FLOORS L/360 Weathering potential 2-story 21 16 12 12 requirements. TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible Moderate Severe Footing DEPTH PER R-403.30) r1V__ 0 CEILINGS WITH BRITTLE FINISHES ( INCLUDING L/360 3-story 32 24 16 12 1---% >- SOIL BEARING CAPACITIES AS PER TABLE R-401.4.1 a- PLASTER AND STUCCO) Basement walls, foundations and other concrete not exposed to the weather 2,500c 2,500c 2,500c 8-inch solid or fully grouted rnosonry W ?: ANCHOR BOLT SPACING AS PER SECTION R403.1.6 W CEILINGS WITH FLEXIBLE FINISHES H/360 Basement slabs and interior slabs on grade, except garage floor slabs 2,500c 2,500c 2,500c Z Z 1-story 16 12 12 12 UJ _J _J INCLUDING GYPSUM BOARD Basement walls, foundation walls, exterior walls and other vertical 0 W Q 2,500c 3,000d 3,000d §R403A.11 Minimum Size. Minimum sizes for concrete and masonry CD 3:: Qrl _J L/240 concrete work exposed to the weather 2-story 19 21 1 14 1 12 footings shall be as set forth in Table R403.11 and Figure R403.11(l). Z 0 (=> 0 ALL OTHER STRUCTURAL MEMBERS _�J F-:: C)-.= 2: 3-story 42 32 21 16 The footing width, W, shall be based on the load-bearing value of the (Al I.- F_ Porches, carport slabs and steps exposed to the weather, soil in accordance with Table R,111011,4,111, X L.C­> EXTERI1OR WALLS-WIND LOADS WITH H/360 2,500c 3,000d,e 3,500d,e Spread footings shall be at least 6 inches (152) in thickness. 0 W CI-4 D PLASTER OR STUCCO FINISHES and garage floor slabs L_ 0 a. Where minimum footing width is 12 inches, a Footing projections, P, shall be at least 2 inches (51 mm) and shall not 0- single wythe of solid or fully grouted 12-inch exceed the thickness of the footing. EXTERIOR WALLS-WIND LOADS WITH a. At 28 days psi. For SI: I pourrid per square inch 6.895 kPa, nominal concrete masonry units is permitted to The side of footings supporting piers and columns shall be based on the 0 OTHER BRITTLE FINISHES L/240 be used. tributary load and allowable soil pressure in accordance with Table RR402.4.1. date: b. See Table RR301.2(1) for weathering potential. Footings for wood foundations shall be in accordance with the details set EXTERIOR WALLS-WIND LOADS WITH c. Concrete in these locations that may be subject to freezing and thawing during construcftion forth in JR401(2) and Figure R4031(2) and Figure R4011(3), MARCH 2026 FLEXIBILE FINISHES L/1 20 shall be air-entrained concrete in accordance with Footnote d. For SI: 1 pound per square foot = 0.0479 kN/m2, d. Concrete shall be air entrained. Total air content (percent by volume of concrete) 1 square inch = 645 mm2, LINTEL'S SUPPORTING MASONRY VENEER shall not be less than 5 percent or more than 7 percent. 1 pound = 4.45 N. drawn bq: WALLS L/600 e. See R402.2 for minimum cement content. a. Elevated garage floors shall be capable of supporting a C.W.KUEHN 2,000-pound load applied over a 20-square-inch area. NOTE: L = span length, H = span height. b. No storage with roof slope not over 3 units in 12 units. checkejbq: C. Individual stair treads shall be designed for the uniformly a. The wind load shall be permitted to be taken as 0.7 times distributed live load or a 300-pound concentrated load project no: acting over an area of 4-square inches, whichever produces the Component and Cladding loads for the purpose of the greater stresses. 26029 the determining deflection limits herein. d. A single concentrated load applied in any direction at any point b. For cantilever members, L shall be taken as twice the lenght along the top. of t1he cantilever.. e. Attics constructed with wood trusses shall be designed c. For aluminum structural members or panels used in roof or in accordance with R802.10.1. sheet # walls of sun-room additions or patio covers, not supporting f. See RR502.2.1 for decks attached to exterior walls. A - 4 ' edge of glass or snadwich panels, the total load deflection shalll not exceed L/60. For sandwich panels used in roofs drawing title or wvalls of sun-room additions or patio covers, the total load CODE deflection shall not exceed L/120. J