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HomeMy WebLinkAbout#8111-Swift revised plans dated 5-5-26 1690 N BAYVIEW RD, SOUTHOLD, NY 11971 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF NORTH BAYVIEW ROAD DK ARCHITECTURAL DESIGN, P.C. FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED AUTHOR OF THIS DOCUMENT (NORTH ROAD TO BAYVIEW) AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE DRAWING INDEX COPYRIGHT. THIS DOCUMENT SHALL NOT BE USED E IN WHOLE OR IN PART, WITHOUT THE WRITTEN V 100.00' AUTHORIZATION OF DK ARCHITECTURAL DESIGN, P.C. I NEW 4"x4" P.T. WOOD POST BEARING R A-001TITLE SHEET, PROP. PLOT PLAN, ZONING DATA, & FOUNDATION PLAN D ALL RIGHTS RESERVED ON NEW 12" DIA. SONOTUBE BEARING D A-002PROPOSED PLANS, PROPOSED EXTERIOR ELEVATIONS & SECTIONS ON VIRGIN SOIL.O © 2024 DK ARCHITECTURAL DESIGN, P.C. F-001FRAMING DETAILS O REFER TO DETAIL ON THIS SHEET F-002FRAMING DETAILS W K 5' EASEMENT FOR WATER MAIN F-003AIR-SEALING & BARRIER DETAILS A O 1 3/4"3'-10 1/4"+/-18'-3" MANDATORY ENERGY CODE COMPLIANCE STATEMENT To the best of my knowledge, belief and professional judgement, such plans or specifications are in compliance with the 2020 New York State Energy Conservation 88 Construction Code and Chapter 11 of the 2020 Residential Code of New York State. EXISTING A-002A-002 WHERE MUNICIPALITIES REQUIRE "HERS" RATINGS THE REM MODELGRAVEL DRIVEWAY PROVIDED BY A CERTIFIED HERS RATER SHALL SUPERSEDE ANY EXISTINGEXISTING SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS. SLAB ONSLAB ON NEW 4X4 PT WD. POST ON 1. H.E.R.S. INDEX REPORT AS REQUIRED BY OTHERS GRADEGRADE 10'-9 1/2" NEW 27K BTU MULTI POST BASE ANCHOR BY 2. THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT 22.3' 13ZONE CONDENSER THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS ARE PERFORMED."SIMPSON" OR APPROVED +/-7'-9" INSTALLED PEREX. CONC. 3. THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION / INSPECTIONF-002EX. 6' EQUAL EXISTING MANUF. SPECSTILE WALK PORTION OF THE PROJECT. ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. WOOD GARAGE GATE UPDATED 5/1/2020 10'-8" CODES AND STANDARDS NEW 2ND STORY ALL PLANS ARE TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK ADDITION (406 S.F.) 12" DIA. P.C. SONOTUBE PROVIDE GALV. METAL 24"x48" POURED STATE, AND THE 2018 WFCM.P.C. FOOTING. TAPER TOP EX. ROOFED CONNECTION 40'-3 1/2" CONCRETE SLAB OF PIER FOR DRAINAGE OPEN PORCH -ALL PLANS ARE TO COMPLY WITH APPENDIX J EXISTING BUILDINGS AND BETWEEN P.T. GIRDER @ BOTTOM STEP NEW POOL PATIO 4'-0" STRUCTURES AS PER AJ6 (RECONSTRUCTION) OF THE 2020 NEW YORK STATE AND CONCRETE. TO BE MINIMUM 12" LINE OF EXISTING FOOTING (V.I.F.) NOTE: FOOTING & PIER TO RESIDENTIAL CODE.NEITHER GALV." NEW POOL STRUCTURE /2 1 BELOW GRADE.-3 ' 9 BE MIN 3500 PSI CONCRETE1 CONNECTOR NOR P.T. TO BE DESIGNED BY G.C. TO COORD. GIRDER SHALL HAVE LICENSED ENGINEER NUMBER OF ABBREVIATIONS CONTACT W/ SOIL. RISERS TO GRADE NOTE: 10'x36' PROPOSED FOUNDATION PLANPROPOSED FOUNDATION PLANSONOTUBE DETAIL -IF DWELLING IS USED AS A POOL EXISTING ANCHOR BOLT AB.LAVATORY / VANITY LAV.223 SCALE: 1/4" = 1'-0"SCALE: 1/2" = 1'-0" POOL BARRIER, ALL 1-STORY ABOVE ABV. LINEN LIN. EXTERIOR DOORS WITHIN DWELLING AIR CONDITIONING A.C. LAUNDRY LNDY.TYPICAL FOUNDATION NOTES: POOL BARRIER ARE TO#1690 ABOVE FINISHED FLOOR A.F.F. LTL.LINTEL EXISTINGEX. 1. ALL NEW SONO TUBES TO BE 3500 PSI AND TO MAINTAIN MINIMUM DEPTH 3'-0" BELOW GRADE, U.N.O. 27'-4" ACCESS PANEL A.P.HAVE POOL ALARMS LVLLAMINATED VENEER LUMBER 2-ST.A/C 2. REFER TO SECTIONS & DETAILS FOR MORE INFORMATION. ANTONY POWER BEAM APB COMPLYING w/ UL 2017 AND 10.8' 3. DENOTES POST LOCATION FROM ABOVE, PROVIDE SOLID BLOCKING UNDER ALL POSTS AND BEARING WALLS APPROXIMATE APPROX.MASONRYE MAS. ALL WINDOWS w/ SILLX (10' MIN.) . C DURING CONSTRUCTION AND PRIOR TO FRAMING AND LOADING OF UPPER LEVELS. O ABOVE SUB-FLOOR ASFMAXIMUM MAX.N HEIGHTS 48" OR LESS MUST C . ASPHALT4. FASTENING FOR ALL STRUCTURAL LVL MEMBERS IS TO BE AS PER MANUFACTURER'S SPECIFICATIONS.T ASPH.MANUFACTURERI MANUF.L E HAVE EITHER FALL P A MECHANICAL5. NO LVL, POWER BEAM OR WOOD "I" JOIST MATERIAL IS TO COME INTO CONTACT WITH CONCRETE. COAT TOP OF MECH.T I O PROTECTION OR A POOL BOARD BD. METAL" MTL.FOUNDATION WITH EITHER LEAD COATED COPPER FLASHING OR A SPRAY ON BITUMINOUS MEMBRANE.-4 ' 3 4 ALARM. BIDET BID. BUILDING BLDG. NO.NUMBER BLOCK BLK. N.T.S.NOT TO SCALE BLOCKING BLKG. SECTION R301 - DESIGN CRITERIA BOTTOM OF B.O.OWNER FURNISHED / O/C 2x6 ON THE FLAT DOUGLAS FIR BOTTOM BOT.CONTRACTOR INSTALLED BEARINGMEMBER UNDER PLYWOOD PANEL BRG.OVERHANG O.H. R301.2.1.2 PROTECTION OF OPENINGS. BRIDGING BRDG.FASTEN EACH END OF 2x6 WITH EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE REGIONS SHALL BE BEAM POCKET B.P.PEDESTAL SINK PED.(6)#8 X 4-1/2" SCREWS EACH END PROTECTED FROM WIND-BORNE DEBRIS. GLAZED OPENINGS PROTECTION BEARING WALL B.W.PKT.POCKET DOOR FROM WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE PSLPARALLEL STRAND MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION#8 X 4-1/2" SCREWS 10" O.C. CAB.CABINET LUMBER 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WIND-BORNEAT ALL PLYWOOD EDGES CL.CLOSET P.T.PRESSURE TREATED WINDOW CLG.CEILINGDEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT RESISTING LUMBEREX. 4' DEER FENCE / DOOR 7/16" MINIMUM PLYWOOD PANEL TO COL.COLUMN PROP.PROPOSEDSTANDARD OR ANSI/DASMA 115. BEHIND CONC.CONCRETENOT EXCEED A 4' X 8' DIMENSION PRV'D.PROVIDED EXCEPTION: WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT EX. GATE EX. SAND CONTINUOUS CONT. PAN.PANTRY LESS THAN 7/16 INCH (11 MM) AND A SPAN OF NOT MORE THAN 8 FEET (2438 MM) CONTRACTOR CONTR.POURED CONCRETE P.C. SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT CONSTRUCTION CONSTR.POLYVINYL CHLORIDE PVC AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING COLLAR TIES C.T.POUNDS/ SQUARE FOOT PSF THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED ASEX. SAND CARBON MONOXIDE C.M.PSIPOUNDS/ SQUARE INCH12'-1 1/2" EX. EX. BULKHEAD REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE DETECTOR P.L.PROPERTY LINE WOOD ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RAMP D.DRYER QTY.QUANTITY RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE " -8EX. WOOD RETAINING 3' 1 2x6 ON THE FLAT DOUGLAS FIR DEMOLITION DEMO. WITH EITHER TABLE R301.2(2) OR ASCE 7, WITH PERMANENT WALL DIA.DIAMETERMEMBER UNDER PLYWOOD PANEL R.RISER(S) CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS DIM.DIMENSION REF.REFERENCE FASTEN EACH END OF 2x6 WITHHIGH WATER LINE PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE D.O.DOUBLE OVENRET. RETURN (6)#8 X 4-1/2" SCREWS EACH END WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF DR.DOORREQ'D. REQUIRED HEIGHT OF 45 FEET ( 13.728 MM) OR LESS WHERE THE ULTIMATE DESIGN WINDEX. METAL EX. DOCK DN.DOWNR.R. ROOF RAFTERS EX. WOOD SPEED, V IS 180 MPH (290 KPH) OR LESS. DWDISHWASHERR & SRAMP20.1'x6.1' ROD & SHELF ULT'10" RETAINING WALL 10" O.C. R.O. ROUGH OPENING TYPICAL EA.EACH EX. BULKHEAD TABLE R301.2.1.2 OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK OPENING PROTECTIVE ELEV.ELEVATION SCHED.SCHEDULE STATE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD ELEC.ELECTRIC SEC.SECTION 4 SCALE: N.T.S. a,b,c,d STRUCTURAL PANELS EQ.EQUAL SHT.SHEET EQUIP.EQUIPMENT S.H.G.C.SOLAR HEAT GAIN COEFFICIENT OPENINGS LESS THAN 4' X 8' FASTENER SPACING EX. EXIST.EXISTING OR EXH.EXHAUST4 foot < panel6 foot < panel SPECS.SPECIFICATIONSFASTENERPanel span PROP. PLOT PLAN EXT.EXTERIOR ST.STL.STAINLESS STEELspan < 6 footspan < 8 foot TYPE< 4 foot 1 STD.STANDARD SCALE: 1" = 20'-0" F.D.2x6 ON THE FLAT DOUGLAS FIR8'-0" FLOOR DRAINNO. 8 WOOD SCREW SHWR.SHOWER F.F. FINISH FLOORMEMBER UNDER PLYWOOD PANEL STL.STEELBASED ANCHOR WITHINFORMATION TAKEN FROM 16" FIN.10"8" FINISH S.SINK 2-INCH EMBEDMENTFASTEN EACH END OF 2x6 WITHSURVEY PREPARED BY: FL. FLOORS.D. SMOKE DETECTOR (6)#8 X 4-1/2" SCREWS EACH ENDAERIAL LAND SURVEYING, D.P.C. LENGTH FLG. FLOORING DATED MAY 2022 #8 X 4-1/2" SCREWS 10" O.C. FNDT.NO. 10 WOOD SCREW FOUNDATION FP.AT ALL PLYWOOD EDGES FIREPLACETEMP.TEMPEREDBASED ANCHOR WITH 16"12" FTG.9" FOOTINGT.O.TOP OF 2-INCH EMBEDMENT 7/16" MINIMUM PLYWOOD PANEL TO PROFESSIONAL STATEMENT: TYP.TYPICAL LENGTH TO THE BEST OF MY KNOWLEDGE AND BELIEF THE GA.NOT EXCEED A 4' X 8' DIMENSION ZONING DATA GAUGE INFORMATION SHOWN ON THESE DRAWINGS AND FOR: 1690 N BAYVIEW ROAD, SOUTHOLD, NY 11971 GALV. GALVANIZED1/4- INCH LAG SCREW SPECIFICATIONS COMPLIES WITH THE APPLICABLE SEAM WINDOW G.C. UNEX.REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF GENERAL CONTRACTORUNEXCAVATEDBASED ANCHOR WITH /DOORSTOWN OF SOUTHOLD, NY 16"NEW YORK STATE. GD.16"16" GRADEU.N.O.2x6 ON THE FLAT DOUGLAS FIR UNLESS NOTED OTHERWISE 2-INCH EMBEDMENT BEHIND SECTION: 70 BLOCK: 12 LOT: 37 GVL. GRAVEL MEMBER UNDER PLYWOOD PANEL LENGTH ZONE: RESIDENCE R-40 GYP. BD. GYPSUM BOARD FASTEN EACH END OF 2x6 WITH GALV. GALVANIZEDV.R. VAPOR RETARDER ITEM:REQ'D./ PERMITTED:EXISTING:PROVIDED: (6)#8 X 4-1/2" SCREWS EACH END FOR SI: 1 INCH = 25.4 MM, 1 FOOT = 304.8 MM, 1 POUND = 4.448 N, 1 MILE PER VENT.VENTILATE H.B.V.T.R.HOUR=0.447 M/S HOSE BIBVENT THROUGH ROOF MINIMUM LOT AREA:40,000 S.F.22,527 S.F.22,527 S.F.(EX. NON-CONFORMING) HDR.VERT. HEADERVERTICAL/ VERTICALLYa. THIS TABLE IS BASED ON 180 MPH WIND SPEEDS V AND A 45-FOOT MEAN #8 X 4-1/2" SCREWS 10" O.C. ULT' HGT. V.I.F. HEIGHTVERIFY IN FIELD ROOF HEIGHT. AT ALL PLYWOOD EDGESMAXIMUM BUILDING HEIGHT (ACCESSORY):18' / 2 STORIES(COMPLIES)18'1 STORY HORIZ. HORIZONTAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD HTG. 7/16" MINIMUM PLYWOOD PANEL TO HEATING STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH ITEM:REQ'D./ PERMITTED:PROVIDED:EXISTING: HVAC W. HEATING, VENTILATING, AIRWASHERNOT EXCEED A 4' X 8' DIMENSION FROM THE EDGE OF THE PANEL. W.C. CONDITIONINGWATER CLOSET/TOILET FRONT YARD SETBACK (ACCESSORY):41.5' (NO CHANGE)(EX. NON-CONFORMING)50' MIN.41.5' c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING HWH.2x6 ON THE FLAT DOUGLAS FIR W.I.C. HOT WATER HEATERWALK IN CLOSET WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE W/MEMBER UNDER PLYWOOD PANEL WITH SIDE YARD SETBACK (ACCESSORY):10.7' (NO CHANGE)(COMPLIES)10' MIN.10.7' KIT.W / OBUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2 KITCHENWITHOUT FASTEN EACH END OF 2x6 WITH 10" INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 10" O.C. (6)#8 X 4-1/2" SCREWS EACH END REAR YARD SETBACK (ACCESSORY):+/-132.2'(COMPLIES)10' MIN.+/-132.2' d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE TYPICAL OPENING PROTECTIVE ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL ATTACHED USING VIBRATION RESISTANT ANCHORS HAVING AN ULTIMATE LOT COVERAGE:20% = 22,527 x 0.20 =(13.1%) +/-2,944 S.F.(14.7%) +/- 3,304 S.F.(COMPLIES) WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS.5 SCALE: N.T.S. MEMBERS 4,505.4 S.F. SQUARE FOOTAGES: UPDATED 5/1/2020 OPENINGS LARGER THAN 4' X 8'EXISTING 1ST FLOOR AREA = +/- 2,243 S.F. STRUCTURALLIVEDEADALLOWABLE EXISTING DETACHED GARAGE= +/- 408 S.F. EX. FRONT PORCH = +/- 81 S.F. MEMBERSLOADSLOADSDEFLECTION EX. WOOD RAMP = +/- 212 S.F. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXTERIOR BALCONIES4010L/360PROP. SWIMMING POOL = 360 S.F. TOTAL LOT COVERAGE = +/-3,304 S.F. DECKS4010L/360 ATTIC WITHOUT STORAGE1010L/240WIND DESIGNSUBJECT TO DAMAGE FROM nSEISMICWINTERICE BARRIERFLOODAIRMEAN g GROUND f DESIGNUNDERLAYMENTFREEZINGANNUAL DESIGNHAZARDS ATTIC W/ STORAGE2010L/240da SPEEDTOPOGRAPHICSPECIAL WINDWIND-BORNEFROST LINEc SNOW LOAD eh i WEATHERINGTERMITETEMPREQUIREDINDEXTEMPj klmCATEGORYb (MPH)EFFECTSREGIONDEBRIS ZONEDEPTH FIRST FLOOR4010L/360 °F°F SECOND FLOOR3010L/360 MODERATE 20 PSF130 MPHNONONOBSEVERE36"11YESNONE59951°F ROOF RAFTERS - GROUND SNOW LOAD= 20 psfL/240 TO HEAVY 8'-0"14'-3" 4'-0"4'-0"14'-3" HEADER SCHEDULE 5'-1 1/2"9'-1 1/2"NEW STAIRS BELOW (2) 2x6 RIM JOIST UNLESS NOTED OTHERWISE, ALLUNLESS NOTED OTHERWISE, ALL OUTDOOR (2) 36"x60" D.H. HEADERS SHALL BE:ENGINEERED STRUCTURAL MEMBERS NEW 18K BTU AIR SAUNA TO BE4x6 SOLID NEW WOOD DECKING® (2) 2x6 @ SPANS UP TO 4'-0"SHALL BE MICROLLAM LVL 2.0E. HANDLER INSTALLED SELECTED BYWOOD POST TO BE SELECTED BYNEW 18K BTU AIR (2) 2x8 @ SPANS 4'-1" TO 5'-0" PER MANUF. SPECS BUILDER/ OWNERHANDLER INSTALLED (2) 2x10 @ SPANS 5'-1" TO 6'-0"UNLESS NOTED OTHERWISE, NEW 2x6 DECK OWNER PER MANUF. SPECS (2) 2x12 @ SPANS 6'-1" TO 8'-0"STRUCTURAL POSTS SHALL BE NEW 1 3/4" x 7 1/4" LVL F.J. @ 16" O.C. JOISTS @ 16" 2x8 R.R.2x8 R.R. 14R DN TO*HEADER SIZES CALLED OUT ON(3) 2x4 POST @ 2x4 WALLS O.C. SLOPED@ 16" O.C.@ 16" O.C. 36"x80"36"x80" (3) 1 3/4" x 9 1/4" LVL W/ (2) 1" x 9" STEEL PLANS SHALL SUPERSEDE THIS(4) 2x6 POST @ 2x6 WALLS GRADE FLOOR JOISTS. PROVIDE METAL JOIST FOR POSITIVE LINE OF NEW WALL ABOVE SCHEDULE. FLITCH PLATES, TOP FLUSH W/ T.O. DRAINAGE EXISTING WINDOWS TO BE (2) 2x6 RIM JOIST REMOVED AS REQUIRED 4'-0"+/-18'-3" VERTICAL CEDAR 4'-0"4'-0"+/-13'-7"CONSTRUCTION LEGEND PARTITIONS 4:124:12 +/-22'-3" PROP ARTIST'S THIS DOCUMENT, AND THE IDEAS AND DESIGNS 22'-3" NEW 2x6 EXTERIOR & 2x4 INTERIOR WALLS @ 16" O.C. - U.N.O. HANGERS AS REQUIRED INCORPORATED HEREIN, AS AN INSTRUMENT OF (3) 1 3/4" x14" LVL RIDGE STUDIO WATERPROOF DECKING PROFESSIONAL SERVICE IS THE PROPERTY OF HANDRAIL TO CODEEXISTING WALL TO REMAIN DK ARCHITECTURAL DESIGN, P.C. FOR USE SOLELY 8888 50 CFM EXHAUST FAN 293 S.F. AREA WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED AUTHOR OF THIS DOCUMENT HARDWIRED SMOKE & CARBON MONOXIDE DETECTOR A-002A-002A-002A-002 8% 23.4 S.F. LIGHT REQ'D AND SHALL RETAIN ALL COMMON LAW, STATUTORY S.D. AND OTHER RESERVED RIGHTS INCLUDING THE EXISTING 2-CAR 88.9 S.F. LIGHT PROVIDED COPYRIGHT. THIS DOCUMENT SHALL NOT BE USED C.O. WINDOW & DOOR LIST FOR LIGHT AND VENT ONLY 4% 11.7 S.F. VENT REQ'D IN WHOLE OR IN PART, WITHOUT THE WRITTEN GARAGE 45.0 S.F. VENT PROVIDED AUTHORIZATION OF DK ARCHITECTURAL DESIGN, P.C. VENTVISIBLE NEW 5/8" TYPE "X" GYPSUMPRODUCTSILL WINDOW SIZEMANUF.AREAGLASSNOTES ALL RIGHTS RESERVED BOARD ON ENTIRE CEILINGTYPEHT. S.F.S.F. © 2024 DK ARCHITECTURAL DESIGN, P.C. 36"x60" MARVINELEVATE20"5.7910.59 DOUBLE HUNG 96"x80" MARVIN46.54ELEVATE21.82N/A SLIDER DOOR NOTE: -EXACT NUMBERS ON LIGHT AND VENT ON CUSTOM WINDOWS & DOORS ARE GIVEN AS NEW BEAM HANGERAN APPROXIMATE. 12" NOTE: 14R UP CAPABLE OF-REFER TO HERS REPORT FOR U-VALUE & S.H.G.C. FOR ALL WINDOWS & GLASS DOORS. G.C. TO WITHSTANDING 3500 LBS -ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS VERIFY 12"4'-0"12"4'-0" NUMBER OF NEW (2) 96"x84" OVERHEAD GARAGE DOORS RAILING12"12" RISERS TO BE SELECTED BY BUILDER/OWNER (2) 36"x60" D.H. TO CODE NEW (2) 1 3/4" x 9 1/4" LVL HDRNEW (2) 1 3/4" x 9 1/4" LVL HDR NOTE: 3"1'-0"3'-0"9'-1 1/2"3" 3"3" 4'-7 3/4"4'-6"4'-6"4'-7 1/2" 5'-1 1/2" G.C. TO VERIFY NUMBER OF RISERS 18'-3"4'-0"18'-3" PROPOSED FIRST FLOOR PLANPROPOSED FIRST FLOOR PLANPROPOSED SECOND FLOOR PLANPROPOSED SECOND FLOOR PLANPROPOSED ROOF PLANPROPOSED ROOF PLAN 112233 SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0" NOTES:NOTES:NOTES: ROOF CONSTR.: -ALL EX. MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL DIMENSIONS-ALL EX. MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL DIMENSIONS-ALL ROOFING NAILS TO BE STAINLESS STEEL CEDAR ROOF SHINGLES SHOWN ARE TO EX. GYP. BOARD.SHOWN ARE TO EX. GYP. BOARD. VENTGRID -ALL EXISTING WALLS TO BE REDUCED TO 7'-6" PLATE HEIGHT INCLUDING NEW (2) 2x4 TOP PLATES (V.I.F.)-ALL NEW WALLS TO BE 2x4 STUDS @ 16" O.C. REFER TO SECTION FOR PLATE HEIGHTS. #30 BUILDING PAPER -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS.-CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. ICE AND WATER SHIELD (ON ENTIRE ROOF UNDER 4:12 PITCH) 1/2" CDX SHEATHING 2x8 R.R. @ 16" O.C. (REFER TO PLAN) 5 5" (R35) SPRAY FOAM INSULATION F-002 CEDAR ROOFING TO18'-0" MAX. BLDG. HGT. MATCH MAIN DWELLING PROPOSED RIDGE HEIGHT 1212 44 LINE OF WALL BEYOND 18'-0" MAX. BLDG. HGT.18'-0" MAX. BLDG. HGT. 1 2ND FLOOR PLATE PROPOSED RIDGE HEIGHTPROPOSED RIDGE HEIGHT F-002 NEW 1"x3" TRIM OVER (SOUTH SIDE) 1212 (3) 1 3/4" x 14" 5/4"x8" AZEK RAKE 44 WINDOW & DOOR HGT. LVL RIDGE BOARD, TYP.(2)1 3/4"x7 1/4" LVL 2ND FLOOR PLATE2ND FLOOR PLATE TYPICAL WALL CONSTR.: (SOUTH SIDE)(SOUTH SIDE) SIDING TO MATCH EXISTING 7'-6" 2ND FLOOR PLATE2ND FLOOR PLATE WINDOW & DOOR HGT.WINDOW & DOOR HGT.PROP ARTIST'S 6'-8" CEDAR SHINGLES 6'-2" (NORTH SIDE)(NORTH SIDE) NEW HANDRAIL #15 BUILDING PAPER STUDIO WINDOW NOTE: TO CODE NEW 1"x3" TRIM OVER 1/2" CDX PLYWOOD OPEN TO COLOR: WHITE 5/4"x8" AZEK RAKE 2x4 STUDS @ 16" O.C. (U.N.O) CEDAR SIDING TO BEYOND U-VALUE: 0.28 18'-0" BOARD, TYP.SLOPE MIN. 3" (R21) SPRAY FOAM INSUL. 7 MATCH EX. SHGC: 0.28 1/8" PER 1/2" GYP. BOARD 3 PROVIDE " T&G CDX NEWNEWF-002 4 FOOT CEDAR SIDING TOPLYWOOD SUBFLOOR 36" HIGH CABLE D.H.D.H. 2ND FLOOR SUBFLOOR MATCH EX. RAILING TO CODE 1ST FLOOR PLATENEW 2x8 F.J. @ 16" O.C. NEW 2x6 2ND FLOOR SUBFLOOR2ND FLOOR SUBFLOOR2ND FLOOR SUBFLOOR2ND FLOOR SUBFLOOR (3)1 3/4" x 9 1/4" LVL W/ REDUCED TO 7'-6"WINDOW & DOOR HGT. DECK JOISTS 1ST FLOOR PLATE1ST FLOOR PLATENEW DOUBLE NEW 5/4"x8" AZEK(2) 1" x 9" STEEL FLITCH @ 16" O.C. TRIM BAND, TYP.PLATES, TOP FLUSH W/ T.O.TOP PLATE 9 WINDOW & DOOR HGT.WINDOW & DOOR HGT. SLOPED FOR FLOOR JOISTS. PROVIDE 7'-0" A-002 POSITIVE METAL JOIST HANGERS AS DRAINAGE REQUIRED NEW TREADSNEW OVERHEAD EXISTING 2-CAR AND DECKING TOGARAGE DOORS GARAGE BE SELECTED BYTO BE SELECTED OWNERBY OWNER EXISTING CONCRETE SLAB GARAGE SLAB EXISTING FOOTING TO REMAIN (V.I.F.) EXISTING GRADE/EXISTING GRADE/ 45 DP45 DP GARAGE SLABGARAGE SLAB PROPOSED SECTION SCALE: 1/4" = 1'-0" 8 SCALE: 1/4" = 1'-0" FRONT ELEVATION (EAST)RIGHT SIDE ELEVATION (NORTH) 45 SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"- HATCH INDICATES PORTION OF EXISTING CONSTRUCTION TO REMAIN R311.7 STAIRWAY NOTES: -REFER TO F-001 - F-003 FOR TYPICAL FRAMING DETAILS NOTE:NOTE: -STAIRWAY SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH ROOF CONSTRUCTION: -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40, UNLESS NOTED OTHERWISE.-ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40, UNLESS NOTED OTHERWISE. CEDAR ROOFING TO MATCH MAIN DWELLINGABOVE HANDRAILS. -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS-ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS VENT GRID-HEADROOM SHALL NOT BE LESS THAN 6'-8" MEASURED PROTECTION AS DETAILED ON SHEET A-300.PROTECTION AS DETAILED ON SHEET A-300. 30# BUILDING PAPER ICE AND WATER SHIELD ONVERTICALLY FROM TREAD NOSING. ENTIRE NEW ROOF (UNDER 4:12)-A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE OF 1/2" CDX SHEATHING151" WITHOUT A LANDING. 2x8 ROOF RAFTERS-RISER HEIGHT SHALL NOT BE MORE THAN 5" (R-35) CLOSED CELL SPRAY FOAM INSULATION8 1/4" HIGH AND ALL RISERS IN A FLIGHT OF STAIRS SHALL NOT DIFFER MORE THAN 3/8". SOLID BLOCKING 18'-0" MAX. BLDG. HGT.18'-0" MAX. BLDG. HGT. TREAD DEPTH SHALL NOT BE LESS THAN 9" AND ALL ABOVE TOP PLATES PROPOSED RIDGE HEIGHTPROPOSED RIDGE HEIGHT TREADS IN A FLIGHT OF STAIRS SHALL NOT DIFFER MORE 1212 ALUM. FLASHING THAN 3/8". 44 & DRIP EDGE -TREAD NOSING SHALL NOT BE LESS THAN 3/4" AND NO 2ND FLOOR PLATE2ND FLOOR PLATE MORE THAN 1 1/4". (SOUTH SIDE)(SOUTH SIDE) 7'-6" ALUM. GUTTER OVER 2ND FLOOR PLATE2ND FLOOR PLATE WINDOW & DOOR HGT.WINDOW & DOOR HGT. R311.7.5.2.1 WINDER TREAD NOTES: 6'-8" 6'-2"1"x3" AZEK TRIM (NORTH SIDE)(NORTH SIDE) 1229 WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT 5/4x6 FASCIA BD. OVER F-002F-002F-002 LESS THAN 10 INCHES (254 MM) MEASURED BETWEEN THE NEW2x6 NAILER TO MATCH VERTICAL PLANES OF THE FOREMOST PROJECTION OF PROFESSIONAL STATEMENT: SLIDINGEXISTING TO THE BEST OF MY KNOWLEDGE AND BELIEF THE 18'-0" 1/2" GYP. BOARD FINISH ADJACENT TREADS AT THE INTERSECTIONS WITH THE DOOR INFORMATION SHOWN ON THESE DRAWINGS AND NEW 36" HIGH CABLE WALKLINE. WINDER TREADS SHALL HAVE A TREAD DEPTH SPECIFICATIONS COMPLIES WITH THE APPLICABLE NEWNEW GUARDRAIL AND REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF BEAD BOARD SOFFIT. OF NOT LESS THAN 6 INCHES (152 MM) AT ANY POINT FLOOR CONSTRUCTION: NEW YORK STATE. D.H.D.H. HANDRAIL TO CODE PROVIDE (2) 1" DIA. SOFFIT WITHIN THE CLEAR WIDTH OF THE STAIR. WITHIN ANY FLOOR FINISH (SELECTED BY OWNER) VENTS @ 24" O.C. w/ WIRE FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH 3/4" T.&G. PLYWOOD SUBFLOOR, MESH SCREENING AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST FLOOR JOISTS (REFER TO PLAN) 2ND FLOOR SUBFLOOR2ND FLOOR SUBFLOOR2ND FLOOR SUBFLOOR2ND FLOOR SUBFLOOR REDUCED TO 7'-6" WINDER TREAD BY MORE THAN BLOCKING (NOT TO EXCEED 8 FT.) WALL CONSTRUCTION: 1ST FLOOR PLATE1ST FLOOR PLATE 3/8 INCH (9.5 MM). CONSISTENTLY SHAPED WINDERS AT SIDING (SEE ELEVATIONS) THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME WINDOW & DOOR HGT.WINDOW & DOOR HGT. "TYVEK" WEATHER BARRIER 7'-0" FLIGHT OF STAIRS AS RECTANGULAR TREADS AND SHALL 1/2" CDX SHEATHING NOT BE REQUIRED TO BE WITHIN 3/8 INCH (9.5 MM) OF THE 2x4 @ 16" O.C. RECTANGULAR TREAD DEPTH. VERTICAL CEDAR3" (R-21) CLOSED-CELL SPRAY FOAM PARTITIONS.INSULATION 5/8" TYPE "X" GYP. BOARD FINISH R311.7.8 HANDRAIL NOTES: COORDINATE WITH1/2" GYP. BD. INTERIOR -A HANDRAIL SHALL BE PROVIDED ON NOT LESS THAN ONE SAUNA SPECS. SIDE OF A FLIGHT OF STAIRS FOUR OR MORE RISERS AIR-SEALING NOTES: -HANDRAIL SHALL BE NO LESS THAN 34" AND NO MORE REFER TO SHEET F-003 THAN 38" IN HEIGHT. FOR AIR-SEALING -HANDRAIL SHALL NOT PROJECT MORE THAN STRATEGY & TYPICAL EXISTING GRADE/EXISTING GRADE/ 4 1/2" ON EITHER SIDE OF THE STAIRWAY. DETAILS GARAGE SLABGARAGE SLAB -HANDRAILS ADJACENT TO WALLS SHALL HAVE A SPACE OF EX. CONC. SLAB TO REMAIN NOT LESS THAN 1 1/2" BETWEEN WALL AND HANDRAIL. REAR ELEVATION (NORTH)LEFT SIDE ELEVATION (SOUTH) GRADE 67 SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0" R312.1 GUARDS: -GUARDS SHALL BE PROVIDED FOR PORTIONS OF NOTE:NOTE: EX. HAUNCHED FOOTING OPEN-SIDED WALKING SURFACES, STAIRS, RAMPS, AND -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40, UNLESS NOTED OTHERWISE.-ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40, UNLESS NOTED OTHERWISE. TO REMAIN (V.I.F.) LANDINGS THAT ARE LOCATED MORE THAN 30" ABOVE -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS-ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS ADJACENT SURFACES. PROTECTION AS DETAILED ON SHEET A-300.PROTECTION AS DETAILED ON SHEET A-300. -GUARDS SHALL BE NO LESS THAN 36" HIGH. -GUARDS ON OPEN SIDES OF STAIRWAYS SHALL BE NO TYP. WALL SECTION LESS THAN 34" AND NO MORE THAN 38" IN HEIGHT. 9 -GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE. SCALE: 3/4" = 1'-0" TABLE R602.3(1)(2020 RESIDENTIAL CODE OF NEW YORK STATE)CONT. TABLE R602.3(1)TABLE R602.3(3)REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES (a),(b),(c) (2020 RESIDENTIAL CODE OF NEW YORK STATE) FASTENING SCHEDULE(2020 RESIDENTIAL CODE OF NEW YORK STATE) FASTENING SCHEDULE DESCRIPTION OFNUMBER AND TYPESPACING ANDULTIMATE DESIGN WIND SPEED MINIMUM WOODMINIMUM ITEMMINIMAL NAILPANEL NAIL SPACING SPACINGMAXIMUM WALL BUILDING ELEMENTSOF FASTENERLOCATION Vult (MPH) DESCRIPTION OFNUMBER AND TYPESTRUCTURALNOMINAL PANEL STRAP KING ITEMAND STUD SPACING BUILDING ELEMENTSOF FASTENERWOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING ANDPANEL SPANTHICKNESS WIND EXPOSURE CATEGORY PENETRATIONEDGESFIELDHEADERHEADER LOCATIONSTUDS TO (INCHES) SIZE PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIORRATING(INCHES) (INCHES)(INCHES O.C.)(INCHES O.C.) BD C TOP PLATE WALL SHEATHING TO WALL FRAMING 6D COMMON "SIMPSON" CS20 COILED 1.524/024/016612 ROOF140115110 6d COMMON (2"x0.113") NAIL (2.0" x 0.113") STRAP OR APPROVED (SUBFLOOR, WALL) 31 30" - "612 1 4-8d BOX (2"x0.113") OR 82 16612 2 170140135EQUAL FROM STUD TO 8D COMMON EXTERIOR 1 8d COMMON (2"x0.131") NAIL (ROOF)EXTERIOR 1 1.7524/1624/16 BLOCKING BETWEEN CEILING JOISTS3-8d COMMON (2"x0.131"); OR 2 2 (2.5" x 0.131")HEADER MIN. 24" LONG 1TOE NAIL 24612140115110 3-10d BOX (3"x0.128"); OR OR RAFTERS TO TOP PLATE AT ALL HEADER VIEW VIEW 3-3"x0.131" NAILS 1 19 8d COMMON NAIL (2"x0.131") 31" - 1"612 2 32 FOR SI: 1 INCH = 25.4 MM, 1 MILE PER HOUR = 0.447 M/S. LOCATIONS FASTEN AS 1 4-8d BOX (2"x0.113") OR 2 A. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS. THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN 16 INCHES ON PER MANUF. SPECS. 1 10d COMMON (3"x0.148") NAIL; OR 3-8d COMMON (2"x0.131"); ORPER JOIST, 2 CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. 2CEILING JOISTS TO TOP PLATE 11 321 " - 1 "612 3-10d BOX (3"x0.128"); OR2x STUDS SEE TOE NAIL 841 8d (2"x0.131") DEFORMED NAIL 2 B. TABLE IS BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL 3-3"x0.131" NAILS PLANS FOR SIZE THIS DOCUMENT, AND THE IDEAS AND DESIGNS BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. OTHER WALL SHEATHINGA35Z FRAMING ANGLEA35Z FRAMING ANGLE INCORPORATED HEREIN, AS AN INSTRUMENT OF CEILING JOISTS NOT ATTACHED TO C. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 SPAN RATING. 4-10d BOX (3"x0.128"); OR PROFESSIONAL SERVICE IS THE PROPERTY OF AT WINDOW OPENINGAT WINDOW OPENING PARALLEL RAFTER, LAPS OVER PLYWOOD SIDING RATED 16 O.C. OR 24 O.C. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. WALL-16 AND PLYWOOD DK ARCHITECTURAL DESIGN, P.C. FOR USE SOLELY FACE NAIL 33-16d COMMON (3 1"x0.162"); OR 1 1 " GALVANIZED ROOFING NAIL, (1) ONE SIDE OF STUD(1) ONE SIDE OF STUD PARTITIONS \[SEE SECTIONS R802.3.1,2 WITH RESPECT TO THIS PROJECT. THE ARCHITECT 2 SIDING 16" O.C. SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16 INCHES ON CENTER. 1 " STRUCTURAL CELLULOSIC 4-3"x0.131" NAILS 27SHALL BE DEEMED AUTHOR OF THIS DOCUMENT 33" HEAD DIAMETER, OR 1" CROWN36 R802.3.2 AND TABLE R802.5.1(9)\] FASTEN W/ (12)-8dx1FASTEN W/ (12)-8dx1 16 FIBERBOARD SHEATHING AND SHALL RETAIN ALL COMMON LAW, STATUTORY 1 STAPLE 16 GA. 1 " LONG CEILING JOISTS ATTACHED TO 4 1/2" NAILS1/2" NAILS AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THIS DOCUMENT SHALL NOT BE USED PARALLEL RAFTER (HEEL JOINT) "SIMPSON" CS20 TABLE R802.5.1(9) 4FACE NAIL IN WHOLE OR IN PART, WITHOUT THE WRITTEN 3 1 " GALVANIZED ROOFING NAIL, \[SEE SECTIONS R802.3.1, R802.3.2 4 25 COILED STRAP AUTHORIZATION OF DK ARCHITECTURAL DESIGN, P.C. " STRUCTURAL CELLULOSICMIN. 12" BEARINGMIN. 12" BEARING 327 34" HEAD DIAMETER, OR 1" CROWN36 AND TABLE R802.5.1(9)\] 16 FIBERBOARD SHEATHING OR APPROVED ON WALL STUDSON WALL STUDS 1 STAPLE 16 GA. 1 " LONG ALL RIGHTS RESERVED 4 EQUAL FROM COLLAR TIE TO RAFTER, FACE NAIL4-10d BOX (3"x0.128"); OR © 2024 DK ARCHITECTURAL DESIGN, P.C. FACE NAIL 5 1 3-10d COMMON (3"x0.148"); ORSTUD TO UNDER OR 1"x20 GA. RIDGE STRAP TORIM JOISTRIM JOIST 1 4 1 " GALVANIZED ROOFING NAIL, EACH RAFTER 2 RAFTER4-3"x0.131" NAILS THE MUD SILL 1 35" GYPSUM SHEATHING 11 77 STAPLE GALVANIZED, 1 " LONG; 1 " 2 24 MIN. 12" BEARING SCREWS, TYPE W OR S SILL PLATESILL PLATE 1 2 TOE NAILS ON ONE 3-16d BOX NAILS (3"x0.135"); OR 2 ON STUDS 10' MAX20' MAX10' MAX 3-10d COMMON NAILS (3"x0.148"); ORSIDE AND 1 TOE NAIL ON 6RAFTER OR ROOF TRUSS TO PLATE 3 1 " GALVANIZED ROOFING NAIL,FASTEN AS PER 4-10d BOX (3"x0.128"); OROPPOSITE SIDE OF EACH 4 55 36" GYPSUM SHEATHINGSTAPLE GALVANIZED, 1 " LONG;77CONCRETE FOUNDATIONMANUF. SPECS.CONCRETE FOUNDATION BWL 2BWL 1 4-3"x0.131" NAILSRAFTER OR TRUSS 8 8 5 1 " SCREWS, TYPE W OR S 18 OPENINGS EXCEEDING 42" WIDEOPENINGS UP TO 42" WIDE 4-16d (3"x0.135"); OR 2 3-10d COMMON (3"x0.148"); OR BRACED WALL TOE NAIL WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 4-10d BOX (3"x0.128"); OR PANEL ROOF RAFTERS TO RIDGE, VALLEY TYP. STRAPPING DETAIL FOR ALL FRAMED OPENING ON EXTERIOR WALL 4-3"x0.131" NAILS 7OR HIP RAFTERS OR ROOF RAFTER 6d DEFORMED (2"x0.120") NAIL; OR 1 1 3-16d BOX (3"x0.135"); OR 3" AND LESS 37612 SCALE: N.T.S. TO MINIMUM 2" RIDGE BEAM 2 41 8d COMMON (2"x0.131") NAIL 2 1 2-16d COMMON (3"x0.162"); OR 2 END NAIL 6" DIA. 3-10d BOX (3"x0.128"); OR 1 8d COMMON (2"x0.131") NAIL; OR 2 38 7" - 1"6 12 3-3"x0.131" NAILS 81 8d DEFORMED (2"x0.120") NAIL BRACED WALL 2 CONSTRUCTION TYPE DESIGNATION V PANEL WALL 10d COMMON (3"x0.148) NAIL; OR 11 391 " - 1 "612 BRACED WALL 841 8d DEFORMED (2"x0.120") NAILREFLECTIVE RED PANTONE 2PANEL 1 16d COMMON (3"x0.162") 24" O.C. FACE NAIL 2 STUD TO STUD 8 REFLECTIVE WHITE FR (NOT BRACED WALL PANELS) 10d BOX (3"x0.128"; OR 16" O.C. FACE NAI TABLE R602.10.5(2020 RESIDENTIAL CODE OF NEW YORK STATE) 3"x0.131 NAILS MINIMUM LENGTH OF BRACED WALL PANELS 1 16d BOX (3"x0.135"); OR"F" - FLOOR FRAMING, INCLUDING 2 STUD TO STUD AND ABUTTING STUDS12" O.C. FACE NAIL 3"x0.131 NAILS GIRDERS AND BEAMS BRACED WALL MINIMUM LENGTH (INCHES) AT INTERSECTING WALL CORNERS (AT 9 PANEL CONTRIBUTING "R" - ROOF FRAMING 1 BRACED WALL PANELS)16d COMMON (3"x0.162") 16" O.C. FACE NAILMETHOD 2 LENGTH WALL HEIGHT "FR"- FLOOR AND ROOF FRAMING (SEE TABLE R602.10.4) (INCHES) 16" O.C. EACH 1/2" 1 16d COMMON (3"x0.162") 2 8 FT9 FT10 FT11 FT12 FT BUILT-UP HEADER1/2" STROKE EDGE FACE NAIL 10 20' MAX20' MAX 1 (2" TO 2" HEADER WITH " SPACER) 12" O.C. EACH 2 1 16d BOX (3"x0.135") 2 FACE NAIL DWB, WSP, SFB, PBS, PCP, HPS, BV-WSP4848485358ACTUAL TRUSS IDENTIFICATION SIGN IN COMPLIANCE WITH 19 NYCRR 1265 1 5-8d BOX (2"x0.113"); OR 2 1 11CONTINUOUS HEADER TO STUD4-8d COMMON (2"x0.131"); ORTOE NAIL DOUBLE SIDED = ACTUALAPPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD IN 2 GB4848485358 4-10d BOX (3"x0.128") SINGLE SIDED = 0.5xACTUAL ACCORDANCE WITH TITLE 19 NYCRR PART 1265 AFFIXED ON OR ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO 1 16d COMMON (3"x0.162")16" O.C. FACE NAIL 2 THE EXTERIOR OF THE STRUCTURE FOR FIELD INSPECTION. LIB556269NPNPACTUAL 12TOP PLATE TO TOP PLATE 10d BOX (3"x0.128"; OR LOCATION OF BRACED WALL PANELSTRUSS / ENG. LUMBER IDENTIFICATION 12" O.C. FACE NAIL 3"x0.131 NAILS 32 SDC A, B AND C, ULTIMATE DESIGN FIGURE R602.10.2.2SCALE: N.T.S.SCALE: N.T.S. 1 2832343842 8-16d COMMON (3"x0.162"); OR 2 DOUBLE TOP PLATE SPLICE FOR SDCsWIND SPEED < 140 MPH 1 12-16d BOX (3"x0.135"); OR FIGURE R602.10.7 A-D2 WITH SEISMIC BRACED WALL LINE 2 FACE NAIL ON EACH ABW48 12-10d BOX (3"x0.128"); OR SPACING < 25'SIDE OF END JOINTEND CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING SDC D0, D1 AND D2, ULTIMATE DESIGN 12-3"x0.131" NAILS 323234NPNP (MINIMUM 24" LAP 13 WIND SPEED < 140 MPH SPLICE LENGTH EACH DOUBLE TOP PLATE SPLICE SDCs D0, CONTINUOUSLY SHEATHED REQUIREMENTS 1 SIDE OF END JOINT) D1 OR D2; AND BRACED WALL LINE12-16d (3"x0.135") 2 BRACED WALL LINE 48 SUPPORTING ROOF ONLY1616161820 SPACING > 25' CONTINUOUSLY SHEATHEDCONTINUOUSLY SHEATHEDCONTINUOUSLY SHEATHEDCONTINUOUSLY SHEATHED Return panel: 24" for braced wall lines sheathed BRACED WALL LINEBRACED WALL LINEBRACED WALL LINEBRACED WALL LINE PFH with wood structural panels 1 16d COMMON (3"x0.162") BOTTOM PLATE TO JOIST, RIM JOIST,16" O.C. FACE NAIL 32" for braced wall lines sheathed 2 SUPPORTING ONE STORY AND ROOF242424272948 BAND JOIST OR BLOCKING (NOT 14with structural fiberboard 1 16d BOX (3"x0.135"); OR BRACED WALL PANELS)2 12" O.C. FACE NAIL 3"x0.131 NAILS Distance D: 24" for braced wall lines sheathed PFG24273033361.5xACTUAL with wood structural panels BOTTOM PLATE TO JOIST, RIM JOIST,1 3-16d BOX (3"x0.135"); OR3 EACH 16" O.C. FACE NAIL 2 32" for braced wall lines sheathed BAND JOIST OR BLOCKING (AT 15 1 2 EACH 16" O.C. FACE NAIL 2-16d COMMON (3"x0.162"); OR 2 with structural fiberboard BRACED WALL PANEL) 4-3"x0.131" NAILS4 EACH 16" O.C. FACE NAIL CS-G27303336ACTUAL 24 RETURNRETURN 1 800 lbs capacity fastened to the 4-8d BOX (3"x0.113"); OR Hold-down PANELPANEL HOLD 2 D*HOLD DOWN 1BRACED WALL PANEL ATDOWNBRACED WALL PANEL AT48" MINIMUM BRACED WALLFIRST BRACEDFIRST BRACED device:edge of the braced wall panel 3-16d BOX (3"x0.135"); OR 210' MAXDEVICE DEVICE TOE NAIL END OF BRACED WALL LINEEND OF BRACED WALL LINEPANEL AT END OF BRACEDWALL PANELWALL PANEL 1 closest to the corner and to the 4-8d COMMON (2"x0.131"); ORSDC A, B, AND C16182022241.5xACTUAL WALL LINE 2* SEE REQUIREMENTS foundation or floor framing below 4-10d BOX (3"x0.128"); OR END CONDITION 2END CONDITION 3END CONDITION 4END CONDITION 5 END CONDITION 1 CS-PF 4-3"x0.131" NAILS For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.45 N. 16TOP OR BOTTOM PLATE TO STUD SDC D0, D1 AND D2 1618202224ACTUAL 1 3-16d BOX (3"x0.135"); OR 2 FIGURE R602.10.6.4 1 2-16d COMMON (3"x0.162"); OREND NAIL 2 3-10d BOX (3"x0.128"); OR METHOD CS-PF - CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION ADJACENT CLEAR OPENINGBRACED WALL NOTES: 3-3"x0.131" NAILS 1. BRACED WALL LINES AS HEIGHT (INCHES) WALL CONSTRUCTION INDICATED ON BRACED WALL 3-10d BOX (3"x0.128"); OR TOP PLATES, LAPS AT CORNERS FULL- HEIGHT BLOCKING EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) PLANS SHALL BE 17 1 FACE NAIL< 642427303336 2-16d COMMON (3"x0.162"); OR CONTINUOUS ALONG LENGTH 2 AND INTERSECTIONS CONTINUOUS RIM CONSTRUCTED IN OF BRACED WALL PANELEXTENT OF HEADER WITH SINGLE PORTAL FRAME 3-3"x0.131" NAILS OR BAND JOIST (ONE BRACED WALL PANEL) ACCORDANCE WITH R602.10 1 3-8d BOX (2""x0.113"); OR 2 2'-18' FINISHED WIDTH OF OPENING 682627303336 OF THE 2020 RESIDENTIAL 1 2-8d COMMON (2"x0.131"); OR FOR SINGLE OR DOUBLE PORTAL 2 181" BRACE TO EACH STUD AND PLATEFACE NAIL CODE OF NEW YORK STATE.TENSION STRAP PER PERPENDICULAR FRAMING 2-10d BOX (3"x0.128"); OR TABLE R602.10.6.4 (ON 3PONY WALL 2 STAPLES 1"OPPOSITE SIDE OF 4 7227273033362. THE MAXIMUM SPACING HEIGHTSHEATHING) 1 3-8d BOX (2""x0.113"); OR 28d @ 16" O.C. ALONG BETWEEN BRACED WALL FASTEN KING 1 2-8d COMMON (2"x0.131"); OR BRACED WALL PANEL 8d @ 16" O.C. ALONG 2STUD TO LINES SHALL BE 60 FT. 191"x6" SHEATHING TO EACH BEARINGFACE NAIL BRACED WALL PANEL 1 MIN. 3"X11 " NET HEADER STEEL HEADER PROHIBITED IF 2-10d BOX (3"x0.128"); OR BRACED WALL LINE HEADER WITH 6 4 1 763029303336" SPACER IS USED , PLACE ON BACK-SIDE OF HEADERCONTINUOUSLY 16D SINKERS 32 2 STAPLES, 1" CROWN, 16 GA. 1" LONG SHEATHED WITH 4 3. BRACED WALLS PANELS WOOD STRUCTURAL 1FASTEN SHEATHING TO HEADER WITH 8D 3-8d BOX (2""x0.113"); OR FASTEN TOP 2 ARE FULL-HEIGHT SECTIONS PANELS BRACED WALL PANELCOMMON OR GALVANIZED BOX NAILS IN 3" GRID PLATE TO 1 3-8d COMMON (2"x0.131"); OR OF WALL. BRACED WALL PATTERN AS SHOWN 2 HEADER WITH 803230303336 3-10d BOX (3"x0.128"); OR BRACED WALL PANEL TWO ROWS OF PANELS SHALL BE IF NEEDED PANEL 16D SINKER 3 3 STAPLES, 1" CROWN, 16 GA. 1" LONG SPLICE EDGES SHALL HEADER TO JACK-STUD STRAP PER TABLE CONSTRUCTED AND PLACED 4 NAILS AT 3" O.C. 1"x8" AND WIDER SHEATHING OCCUR OVER AND BE R602.10.6.4 ON BOTH SIDES OF OPENING TYP. 20FACE NAIL WIDER THAN 1"x8"ACCORDING TO BRACED 3-16d @ 16" O.C. ALONG3-16d @ 16" O.C. ALONGNAILED TO COMMON OPPOSITE SIDE OF SHEATHING TO EACH BEARING 843532323336 BRACED WALL PANELBRACED WALL PANELBLOCKING WITHIN THE 1 WALL PLANS AND BRACING 4-8d BOX (2""x0.113"); OR 2MIDDLE 24" OF THE MIN. 7/16" WOOD METHODS SPECIFIED 1PORTAL-LEG HEIGHT. 3-8d COMMON (2"x0.131"); OR 2STRUCTURAL MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN. ONE ROW OF 3" O.C. 3-10d BOX (3"x0.128"); OR PANEL 7/16" THICK WOOD STRUCTURAL PANEL NAILING IS REQUIRED 883532323336 SHEATHING 4. BRACED WALL PANELS SHEATHING WITH 8D COMMON OR GALVANIZED 3IN EACH PANEL EDGE 4 STAPLES, 1" CROWN, 16 GA. 1" LONG 4 BOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS, SHALL NOT BEGIN MORE BLOCKING, AND SILLS) TYP. TYPICAL PORTAL PERPENDICULAR FRAMING FLOOR FRAME CONSTRUCTION THAN 10'-0" FROM THE ENDS MIN. LENGTH OF PANEL PER TABLE R602.10.5 924337353536 OF THE BRACED WALL LINE. MIN. DOUBLE 2x4 POST 1 4-8d BOX (2""x0.113"); OR 2MIN. (2) 1/2" DIAMETER ANCHOR BOLT THERE SHALL NOT BE MORE(KING AND JACK STUD). CONTINUOUS RIMFULL- HEIGHT BLOCKING 1 3-8d COMMON (2"x0.131"); OR INSTALLED PER SECTION R403.1.6 WITH CONTINUOUS ALONG LENGTHNUMBER OF JACK OR BAND JOIST 21JOIST TO SILL, TOP PLATE OR GIRDER 2 TOE NAILTHAN 20'-0" BETWEEN TWO 2"x2"x3/16 PLATE WASHER OF BRACED WALL PANELSTUDS TABLES 3-10d BOX (3"x0.128"); OR 964841383636 BRACED WALL PANELS ON R602.7(1) & (2) 3-3"x0.131 NAILS THE SAME BRACED WALL 1 8d BOX (2"x0.113")4" O.C. TOE NAIL 2 LINE. RIM JOIST, BAND JOIST OR BLOCKING 1 8d COMMON (2"x0.131"); OR 100-44403838 PROFESSIONAL STATEMENT: TO SILL OR TOP PLATE (ROOF 22 2 For SI: 1 inch = 25.4 mm. ANCHOR BOLT PER 10d BOX (3"x0.128"); OR6" O.C. TOE NAILFIGURE R602.10.8(1)TO THE BEST OF MY KNOWLEDGE AND BELIEF THE 5 . ALL EXTERIOR WALLS CS-WSP,SECTION R403.1.6 APPLICATIONS ALSO) INFORMATION SHOWN ON THESE DRAWINGS AND ACTUAL OVER CONCRETE MASONRY BLOCK FOUNDATION 3"x0.131" NAILS BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO SHALL BE CONSTRUCTED IN CS-SFB SPECIFICATIONS COMPLIES WITH THE APPLICABLE 1 3-8d BOX (2""x0.113"); OR ACCORDANCE WITH THEFLOOR/CEILING FRAMING REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF 2 104-49434039 FRONT ELEVATIONSECTION 1NEW YORK STATE. 1"x6" SUBFLOOR OR LESS2-8d COMMON (2"x0.131"); OR CONTINUOUS SHEATHED 2 FACE NAIL 23 ADDITIONAL FRAMINGFULL- HEIGHT 3-10d BOX (3"x0.128"); OR TO EACH JOIST STRUCTURAL WOOD PANEL CONTINUOUS RIM OR MEMBER DIRECTLYBLOCKING @ 16" O.C. END JOIST 3WOOD STRUCTURAL PANELNAIL SOLE PLATE TO 2 STAPLE, 1" CROWN, 16 GA. 1" LONGMETHOD UNLESS ABOVE BRACED WALLALONG BRACED 4 108-54464341 SHEATHING TO TOP OFJOIST PER TABLE WALL PANEL (2) FRAMING ANCHORS OTHERWISE NOTED. THE BAND OR RIM JOISTR602.3(1) NAIL SOLE PLATE TO APPLIED ACROSS 1 3-16d BOX (3"x0.135"); OR SHEATHING JOINTJOIST PER TABLE 2 PLYWOOD SHEATHING SHALL 242" SUBFLOOR TO JOIST OR GIRDERBLIND AND FACE NAIL WITH CAPACITY OF 670R602.3(1) 1 2-16d COMMON (3"x0.162") LBS IN THE 2 BE STRUCTURAL GRADE AND 112--504543 HORIZONTAL AND NOT LESS THAN 1/2" IN VERTICAL DIRECTIONS 1 2" PLANKS (PLANK &3-16d BOX (3"x0.135"); ORAT EACH BEARING, THICKNESS. 2 8d @ 16" O.C. ALONGTOE NAIL 3- 8d NAILS 25 1 BEAM, FLOOR & ROOF)2-16d COMMON (3"x0.162")FACE NAIL BRACED WALL PANELAT EACH BLOCKING 2 MEMBER 116--554845 6. BRACED WALL PANELS 8d @ 16" O.C. ALONG 1 3-16d COMMON (3"x0.162"); OR BRACED WALL PANEL 2 SHALL BE NAILED OR WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST 4-10 BOX (3"x0.128"); OR OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION APPROVED BAND OR SCREWED IN ACCORDANCE 26BAND OR RIM JOIST TO JOISTEND NAIL RIM JOIST 4-3"x0.131" NAILS; OR 120--605248 BRACED WALL PANELBRACED WALL PANEL BRACED WALL PANEL WITHIN TABLE R602.3(1) OF (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 7 4-3"x14 GA. STAPLES, " CROWN THE 2020 RCNYS. 16 NAILS EACH LAYER AS 20d COMMON (4"x0.192"); OR FOLLOWS: 32" O.C. AT TOP,124---5651 7. BRACED WALL PANELS ARE 3-16d @ 16" O.C. ALONGWOOD STRUCTURALNAIL SOLE PLATE TO 3-16d @ 16" O.C. ALONG 3-16d @ EACH PANEL SHEATHING TOJOIST PER TABLE BRACED WALL PANEL BOTTOM AND STAGGERED NOTED BY THE FOLLOWING:BRACED WALL PANEL BLOCKING MEMBERATTACH SHEATHING TOP OF BAND OR RIMR602.3(1) NAIL SOLE PLATE TO TO BAND OR RIM JOIST JOIST a. CS-WSP = CONTINUOUS JOIST PER TABLE WITH 8D COMMON 24" O.C. FACE NAIL AT TOP NAILS AT 3" O.C. TOPR602.3(1) SHEATHED WOOD 10d BOX (3"x0.192"); OR128---6154 AND BOTTOM STAGGERED AND BOTTOM 2- 16d NAILS BUILT-UP GIRDERS AND BEAMS, STRUCTURAL PANEL 3"x0.131" NAILS ON OPPOSITE SIDES 27 EACH SIDE 2-INCH LUMBER LAYERS b. CS-PF = CONTINUOUSLY 132---6658 SHEATHED PORTAL PANEL AND:ADDITIONAL FRAMINGFULL- HEIGHT CONTINUOUS RIMMEMBER DIRECTLYBLOCKING @ 16" O.C. c. GB = GYPSUM BOARD 2-20d COMMON (4"x0.192"): ORFACE NAIL AT ENDS AND AT OR END JOISTBELOW BRACED WALLALONG BRACED PANELWALL PANEL 3-10d BOX (3"X0.128"); OREACH SPLICEFRONT ELEVATION WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST 136----62 FIGURE R602.10.8(2)SECTION 8. THE ENDS OF THE BRACED 3-3"x0.131" NAILS APPROVED BAND OR RIM JOIST WALL LINES SHALL BEBRACED WALL PANEL CONNECTION WHEN PARALLEL OVER RAISED WOOD FLOOR-OVERLAP OPTION 1 4-16 BOX (3"x0.135"); ORCONSTRUCTED USING ONE TO FLOOR/CEILING FRAMING 2 For SI: 1 inch = 25.4 mm.(WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD)For SI: 1 inch = 25.4 mm, 1 1 foot = 304.8 mm. LEDGER STRIP SUPPORTING 1 AT EACH JOIST OR140----66 3-16d COMMON (3"x0.162"); OROF THE METHODS SHOWN 2 28 JOISTS OR RAFTERS4-10d BOX (3"x0.128"); ORRAFTER, FACE NAIL BELOW. BRACED WALL PANEL CONNECTIONCONTINUOUSLY SHEATHED PORTAL FRAME 4-3"x0.131" NAILS 45 FIGURE R602.10.2.2 144----72 SCALE: N.T.S.SCALE: N.T.S. 2-10d (3"x0.128") 29BRIDGING TO JOISTEACH END, TOE NAIL SIDING/CLADDING MIN. 2" ABOVE ROOF SURFACE AND COVERING FLAT ROOF NOTE: USE A MINIMUM OF FLASHING AT LEAST 2" TWO 8d NAILS THIS PROVIDE H2A SIMPSON BEAM & STRAP SIDE OF TRUSS. EXTEND LEAK BARRIER ATSTRONG-TIE ON INSIDE TOTAL FOUR LEAST 5" UP WALL.OF STUD FASTENED TO 8d NAILS FLAT ROOF JOISTS INTO TRUSS. (2) NAILS PER STEP FLASHING 3/8" MIN. ASPHALTIC PLASTIC EDGE CEMENT DISTANCE INDIVIDUAL BASE Simpson FLASHING SQUARES 8d COMMONS TO Strong-Tie HRC22 PLATES FILL ONE OF WOVEN INTO SHINGLES: THIS DOCUMENT, AND THE IDEAS AND DESIGNS THREE HOLES TO H10A PLACE METAL STEP LSU INCORPORATED HEREIN, AS AN INSTRUMENT OF BOTTOM FLANGE RIDGE EIGHT TWO 8dPROFESSIONAL SERVICE IS THE PROPERTY OF FLASHING JUST UP-SLOPE NAILS8d NAILS Simpson DK ARCHITECTURAL DESIGN, P.C. FOR USE SOLELY FROM EXPOSED EDGE OF INTOINTOWITH RESPECT TO THIS PROJECT. THE ARCHITECT CORNER Strong-Tie HCP STUDSHALL BE DEEMED AUTHOR OF THIS DOCUMENT PLATES ® SIMPSON STRONG-TIE ITEM: H2A SHINGLE AND EXTEND 5" AND SHALL RETAIN ALL COMMON LAW, STATUTORY Simpson Strong-Tie TYPICAL RAFTER SIMPSON STRONG-TIE ITEM: CS20®SIMPSON STRONG-TIE ITEM: LSU & CS20® OVER UNDERLYING AND OTHER RESERVED RIGHTS INCLUDING THE H7Z COPYRIGHT. THIS DOCUMENT SHALL NOT BE USED SHINGLE AND 5" UP WALL TYP. RAFTER TO STUDALTERNATE RAFTER TO IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONNECTION WHEN RAFTERRAFTER TO RIDGE TYP. HIP RIDGE & CORNER - STEP FLASHING PIECES AUTHORIZATION OF DK ARCHITECTURAL DESIGN, P.C. CONNECTIONSTUD CONNECTION OVERLAP EACH OTHER 2"AND STUD SPACING DIFFER BEAM CONNECTION RAFTER TO RIDGE CONNECTIONCONNECTIONS ALL RIGHTS RESERVED 1234 56 © 2024 DK ARCHITECTURAL DESIGN, P.C. APRON W/ HEMMED SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. SCALE: N.T.S.SCALE: N.T.S. EDGE SIDE WALL FLASHING DETAIL 20 SCALE: N.T.S. EXTEND NON-CORRODING METAL COUNTER FLASHING OVERACZ CS20 BASE FLASHING (2) NAILS PER STEP SIMPSON STRONG-TIE ITEM: ACZ® FLASHING POST & BEAM CONNECTION ASPHALTIC PLASTIC 12 CEMENT SCALE: N.T.S. INDIVIDUAL BASE®® ®®®SIMPSON STRONG-TIE ITEM: HBSIMPSON STRONG-TIE ITEM: GLTV / HGLTV SIMPSON STRONG-TIE ITEM: CS20SIMPSON STRONG-TIE ITEM: LUSSIMPSON STRONG-TIE ITEM: JB / BA FLASHING SQUARES WOVEN INTO SHINGLES: FLOOR TO FLOOR CONNECTIONFACE MOUNT HANGERTOP FLANGE HANGERTOP FLANGE HANGERTOP FLANGE HANGER PLACE METAL STEP 7891011 FLASHING JUST UP-SLOPE SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. 12" MIN. FROM EXPOSED EDGE OF@ SOLID SAWN LUMBER CONNECTIONS@ SOLID SAWN LUMBER CONNECTIONS@ STRUCTURAL COMPOSITE LUMBER CONNECTIONS@ STRUCTURAL COMPOSITE LUMBER CONNECTIONS SHINGLE AND EXTEND 5" 2X STUDS, SEE PLANS 2X PLATE, OVER UNDERLYING2" MIN. SEE PLANS SHINGLE AND 5" UP WALLSIDE COVER HDU5-SDS2.5 - STEP FLASHING PIECES PRESSURE SUB-FLOOR, TREATED SILL 3"x3"x1/4" PLATE, SEE PLANS OVERLAP EACH OTHER 2" SEE PLANS PLATE 4 "WASHER NAILED RIM JOIST, SEE PLANS M APRON W/ HEMMEDSIMPSON STRONG-TIE ITEM: AB® PORTION I N "SIMPSON" LTP4 CONNECTORS .EDGE OR APPROVED EQUAL 16" O.C. POST & BASE CONNECTION FASTEN W/ 12- 8d 2" NAILS 13 SCALE: N.T.S. "SIMPSON" CS20 STRAPS OR CHIMNEY WALL FLASHING DETAIL H3Z STRAPS AT EVERY STUD(2) A35Z FRAMING ANGLE AT EVERY THIRD (16" O.C.) ENTIRE EXTERIORSTUD & AT WINDOW SILLS. ENTIRE EXTERIOR APPROVED EQUAL AT EVERY STUD, 21 PERIMETER OF BUILDINGPERIMETER OF BUILDING (1) ONE SIDE OF R 17" MAX. CLEAR SPAN(1) ONE SIDE OF STUD - FASTENSTUD FASTEN W/ (12)-8dx1 1/2" NAILSOS FN OPRESSURE TREATED SILL LS SCALE: N.T.S.FASTEN AS PER TABLE 3.4B TI WITH (4)-8d NAILS INTO STUDAIC ETE DNPLATE, SEE PLANS N T O AND (4)8d NAILS INTO PLATENC EE CT JAA DL AP O TO T AS PER R403.1.6, 5/8" DIA. ANCHOR BOLTS, 23" O.C.D R U H3 AND A35 CONNECTORS ARE TO BE GALVANIZEDET FS EL RA C 30" MIN.PI WHERE THEY ARE IN CONTACT WITH ACQ TREATEDY T 5"UNLESS NOTED OTHERWISE MIN. 7" EMBEDMENT S (1)#4 REBAR IN SHEAR RN OLUMBER. STAINLESS STEEL NAILS MUST ALSO BE USED. FO TI S REBAR C LE I (MIN.)AN AND MIN. 5" PROJECTION BOLTS SHALL BE LOCATED TNFOUNDATION WALL, SEE PLANS CONE - 12" MIN. REBAR E O DC TE NNOTE ; MIN. TWO (2) BOLTS PER SILL LENGTH T EA CL A IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE JP WITH ONE BOLT LOCATED NOT MORE LENGTH DO AT EXTEND CRICKETSIMPSON STRONG-TIE ITEM: LBPS® D O TUTHEN 12" OR OR LESS THAN SEVEN T THREADED ROD EMBEDDED RS E L COPPER TERMITE SHIELD F MIN. 3" X 3" WASHER & NUT "SIMPSON"EA CBOLT DIAMETERS FROM EACH END FLANGE MIN. 18"R PI Y T INTO CONCRETE1/2" FROM OF PLATE SECTION."SIMPSON" SSP STUD PLATE LBPS5/8 OR APPROVED EQUAL TIES OR APPROVED EQUAL 5/8" DIA. BOLTS & 3"x3"x1/4" PLATE WASHER: UP ROOF DECK AT EVERY STUD, CORNER AS PER R403.1.6 5/8" DIA. ANCHOR (2) PRESSURE TREATED SILL PLATE SEE PLANS1 STORY @ 72" O.C. 3" BOLTS, 23" O.C. UNLESS NOTED AS PER R403.1.6 MIN. OTHERWISE MIN. 7" EMBEDMENT® THDB62600H TITEN HD ANCHOR BOLTS 2 STORY @ 36" O.C. AND MIN. 3" PROJECTION BOLTS SHALL BE LOCATED WITHIN 12" OF EACH COPPER TERMITE SHIELD SHALL BE LOCATED WITHIN 12" OF END OF THE PLATE / CORNERS, AND IN EACH END OF THE PLATE / 3 STORY @ 23" O.C. THE MIDDLE THIRD OF THE WIDTH OF ®®CORNERS, AND IN THE MIDDLE SIMPSON STRONG-TIE ITEM: HDUSIMPSON STRONG-TIE ITEM: STHD 14RJ THE PLATE. INSTALLED AS PER MANUF. THIRD OF THE WIDTH OF THE PLATE WITHIN 12" FROM END PLATE SPECS. FOUNDATION WALL, SEE PLANS MIN. 12"MIN. 3" X 3" WASHER & NUT "SIMPSON" @ EA. OUTSIDE EXTERIOR WALL CORNER@ EA. OUTSIDE EXTERIOR WALL CORNER LBPS5/8 OR APPROVED EQUAL ALTERNATE ANCHOR BOLT DETAIL MIN. (2)PER PLATE PRESSURE TREATED SILL CRICKET RIDGE PLATE, SEE PLANS COPPER TERMITE SHIELD TYPICAL SILL CONNECTIONS AT ALTERNATE CORNER DOUBLE SILL PLATESILL PLATE TO EXTEND CRICKET FOUNDATION WALL, SEE PLANS MIN. 6" UP BACK GARAGE WALL LOCATIONS HOLD DOWN FOUNDATION TO FLOOR TO STUDCORNER HOLD DOWNSILL PLATE TO FNDT. (SLAB) OF CHIMNEY 141516171819 SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. SEAL SHINGLES TO FASTENER NOTE: METAL FLANGE W/ ® 1. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON STRONG-TIE WOOD CONSTRUCTION CATALOG - LATEST EDITION. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. ASPHALTIC PLASTIC CEMENT NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN NOTE: R905.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226 TYPE I OR ASTM D 4869 TYPE I & II. CHIMNEY CRICKET DETAIL 22 DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED R905.1.2 ICE BARRIER. AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF SCALE: N.T.S. GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST "SIMPSON" CS20 COILED STRAPS RESIST CORROSION FROM PRESSURE TREATED LUMBER. EDGES OF ALL ROOF TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. TYPICAL OR APPROVED EQUAL AT EVERY EXTEND END OF SHINGLE MIN. 6" RAFTER, MAX. SPACING 16" O.C. 12" BEYOND VALLEY CENTER LINE & FASTEN TOP CORNER ALL ARCHITECTURAL AND THREE TOP PLATE STAGGER FASTENERS TAB ROOF SHINGLES TO RECEIVE MIN. 6" HORIZONTAL LAPS BOLTINGBOLTSPACING IN 2 ROWS (6) FASTENERS PER SHINGLE OR UNDERLAYMENT PATTERNSIZE (d) (s) 2" MIN. 5.5" MIN. FOR 2 x 8 * AS PER MANUF. SPECS. MIN. 6" OVER HEADER 6.5" MIN. FOR 2 x 10 A1/2"12" LEAK BARRIER. SEE PLANS(1) "SIMPSON" H7Z HURRICANE TIE SEE 5" MAX. 7.5" MIN. FOR 2 x 12 DETAIL # 2 OR APPROVED EQUAL AT CENTER FULL WIDTHB3/8"12" EACH RAFTER AT 16" O.C. MAX. ROLL OF LEAK BARRIER 3/4" MIN.ICE C5/8"12" (2) 8d NAILS THIS SIDE OF RAFTERS - DO NOT PLACE BARRIER "SIMPSON" LTP4 CONNECTORS LEDGERLAG SCREW OR BOLT SPACING* DISTANCE SHALL BE PERMITTED TO BE (TOTAL OF FOUR 8d NAILS INTO RAFTER) FASTENERS WITHIN 6" D3/4"12"24" MIN. REDUCED TO 4.5" IF LAG SCREWS ARE BOARDAS PER TABLE R507.2 (2) 8d NAILS INTO PLATES OF CENTER LINE (NTS) USED OR BOLT SPACING IS REDUCED TO 2" MIN. (8) 8d NAILS INTO STUDS THAT OF LAG SCREWS TO ATTACH 2 X 8 C EXTEND STARTER STRIPLEDGERS TO 2 X 8 BAND JOISTS. L OF BOLT MIN. (2) 2x4'S DOUG FIR #2 ACROSS VALLEY (s)(s)(s)(s)(s)(s) OR BETTER PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS MIN.12" & WEAVE W/ MIN. 12" BEARING 4(d) PROFESSIONAL STATEMENT: OPPOSITE SIDE STARTER TO THE BEST OF MY KNOWLEDGE AND BELIEF THE 4(d)MIN. 7/16" SHEATHING STRIP SHINGLE INFORMATION SHOWN ON THESE DRAWINGS AND "SIMPSON" CS20 COILED SPECIFICATIONS COMPLIES WITH THE APPLICABLE STRAP OR APPROVED EQUAL AT REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF CUT OVERLYING SHINGLES 2" AWAY FROMNOTE: SIDING NEW YORK STATE. EVERY STUD (MAX. 16" O.C.) VALLEY CENTER LINE - CLIP SHINGLE CORNERS REFER TO "SIMPSON" "SIMPSON" CS16 STRAPSSHEATHING FASTEN AS PER TABLE 3.4B w/ MIN. 45° & SEAL VALLEY SHINGLES TO EACH OTHER MANUFACTURER'S FROM SILL TO TOP PLATE 12" BEARING ON STUD SURFACE FLASHING FOR WATER TIGHTNESS W/ ASPHALTIC PLASTIC CEMENT SPECIFICATIONS FOR BEAM ELEVATION 4(d) ALTERNATIVE APPLICATIONSDECKING CLOSED CUT VALLEY DETAIL MIN. 12" BEARING 23 "SIMPSON" FACE MOUNT HANGER SCALE: N.T.S. OR APPROVED EQUAL TO MEET A FLITCH PLATE BOLTING PATTERNS HOLDOWN CONNECTORSMINIMUM UPLIFT OF 600 psi WOOD 25 INSIDE THE WALL SEEBEARING CAPACITY- NAILING SCALE: N.T.S. TYPICAL WALL FRAMING DETAIL DETAIL 12 FOR MORE INFO.PATTERN AS PER MODEL NUMBER 29 REFER TO MANUFACTURER SCALE: N.T.S. 2x LEDGER WITH FASTENERS IN BEARING WALL ACCORDANCE WITH TABLE R507.2 d FINISHED FLOOR TO BE MAX (2) "SIMPSON" "H6" SELECTED w/ 3/4" SUBFLOOR DTT1Z MIN 750 LB. CAPACITY AT 4 LOCATIONS,CONNECTORS MIN. 3500 PSI CONCRETE WALL FLOOR JOISTS EVENLY DISTRIBUTED ALONG DECK AND ONE STUD SPACING 16" O.C. WITHIN 24" OF EACH END OF THE LEDGER. MAX. (ONE EACH SIDE) SOLID BLOCKING UNDER NOTE: HOLD DOWN DEVICES SHALL FULL ENGAGE (8) 8d NAILS TO RIM JOIST BEARING WALL, TYPICAL THIS DETAIL IS.APPLICABLE DECK JOIST PER HOLD DOWN MANUF. (8) 8d NAILS TO STUDS WHERE FLOOR JOISTS ARE F.J. (REFER TO PLANS) A FULLY THREADED 3/8" DIAMETER PARALLEL TO DECK JOISTS LAG SCREW PREDRILLED W/ MIN. (2) "SIMPSON" "H6" OR APPROVED INDIVIDUAL MTL. FLASHING 3" PENETRATION TO CENTER PLATE, EQUAL CONNECTORS JOIST SPACING SOLID SQUARES WOVEN INTO SHINGLES STUDS, OR HEADER *ENGINEERED LUMBER SHALL BE 16" O.C. MAX. (ONE EACH SIDE) FIREBLOCKING BEARING WALL CALCULATED IN ACCORDANCE (8) 8d NAILS TO FLOOR JOIST EACH BAY WALL DETAIL @ GARAGE WALL w/ ASCE-7-16 (TYPICAL) (8) 8d NAILS TO PLATE RETURNS & BETWEEN GARAGE DOORS OPEN VALLEY DETAILTYPICAL OFFSET BEARING FOR 2X LUMBERLEDGER BOARD CONNECTION DETAILTYP. CANTILEVER FRAMING DETAIL 26272830 24 SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. FIGURE R507.2.1(2) TYPICAL AIR SEALING DETAILS TABLE R402.1.2 a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT c CLIMATEFENESTRATIONSKYLIGHTbGLAZEDCEILINGWOOD FRAMEMASS WALLFLOORBASEMENTcSLABdCRAWL ZONEU-FACTORbU-FACTORFENESTRATIONR-VALUEWALLR-VALUER-VALUEWALLR-VALUESPACE WALL i SHGCb,eR-VALUER-VALUE&DEPTHR-VALUE CEMENT BACKER BOARD EXTERIOR INSULATED WALL 40.320.550.404920 or 13+5h8/131910/1310, 2 ft10/13 CONTINUOUS BEAD OF SEALANT hg 50.300.55NR4920 or 13+513/173015/1910, 2 ft15/19 PLYWOOD/OSB SHEATHING CONTINUOUS BEAD OF SEALANT hh 6 Option 10.300.55NR4920+5 or 13+1015/2030g15/1915/19 10, 4 ft CONTINUOUS BEAD OF ADHESIVE PORCH RAFTER NRg CONTINUOUS BEAD OF SEALANT 6 Option 20.280.556023 cavity19/213015/1910, 4 ft15/19 TUB SURROUND ATTIC INSULATION 2x LEDGER ON TOP OF NR= Not Required.BEYONDFLOOR ASSEMBLY WOOD FRAMING For SI: 1 foot = 304.8 mm.WEATHER BARRIER TUB UNIT THIS DOCUMENT, AND THE IDEAS AND DESIGNS CONTINUOUS BEAD OF SHEATH INTERIOR OF ATTIC AND SHEATHING INCORPORATED HEREIN, AS AN INSTRUMENT OF a.R-values are minimums. U-factors and SHGC are maximums. Where insulation is installed in a cavity that is less than the label or design thickness of FLOOR ASSEMBLY SEALANT PROFESSIONAL SERVICE IS THE PROPERTY OF the insulation, the installed R-value of the insulation shall not be less than the R-value specified in the table.ACCESS TO +1" OF DK ARCHITECTURAL DESIGN, P.C. FOR USE SOLELY b.The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. INSULATION LEVELWOOD FRAME SOFFIT c."10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement walls.AT TUB AT EXTERIOR WALL CONTINUOUS BEAD OF SEALANT WITH RESPECT TO THIS PROJECT. THE ARCHITECT "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. SHALL BE DEEMED AUTHOR OF THIS DOCUMENT ASSEMBLY 1" RIGID INSULATIONINSULATED EXTERIOR STUD WALL Alternatively, compliance with "15/19" shall be R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the AND SHALL RETAIN ALL COMMON LAW, STATUTORY interior or exterior of the home.PROVIDE INTERIOR SHEATHING PROVIDE BLOCKING AT STUD CAVITY AND OTHER RESERVED RIGHTS INCLUDING THE d.R-5 insulation shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation R-value for slabs, as CONTINUOUS BEAD OF SEALANT COPYRIGHT. THIS DOCUMENT SHALL NOT BE USED AT EXTERIOR WALL PRIOR TO indicated in the table. The slab edge insulation heated slabs shall not be required to extend below the slab ACCESS PANELTHIN-PROFILE WALL SHEATHING IN WHOLE OR IN PART, WITHOUT THE WRITTEN e.Reserved SOFFIT ASSEMBLY BUILDING PAPER/ INTERIOR GYPSUM WALLBOARD AUTHORIZATION OF DK ARCHITECTURAL DESIGN, P.C. f.Reserved TRIM AS REQUIRED CONTINUOUS BEAD OF SEALANT g.Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19 WEATHER BARRIER AS AIR BARRIER FINISH CEILING ALL RIGHTS RESERVED h.The first value is cavity insulation, the second value is continuous insulation. Therefore , as an example, "13+5" means R-13 cavity insulation plus R-5 CONTINUOUS BEAD OF SEALANT continuous insulation. © 2024 DK ARCHITECTURAL DESIGN, P.C. i.Mass walls shall be in accordance with Section 402.2.5. The second R-value applies where more than half of the insulation is on the interior of the EXPANDING FOAM mass wall. WOOD FRAME FLOOR ASSEMBLY TABLE R402.1.4 a EQUIVALENT U-FACTORS 2 1345 CLIMATEFENESTRATIONSKYLIGHTCEILINGFRAME WALLMASS WALLFLOORBASEMENTCRAWL ZONEU-FACTORU-FACTORU-FACTORU-FACTORU-FACTORbU-FACTORWALLSPACE WALL U-FACTORU-FACTOR 40.320.550.0260.0600.0980.0470.0590.065 50.300.550.0260.0600.0820.0330.0500.055 60.300.550.0260.0450.0600.0330.0500.055 FLOOR ASSEMBLY INTERIOR INSULATED WALL BETWEEN a.Nonfenestration U-factors shall be obtained from measurement, calculation or approved source. b.Mass walls shall be in accordance with Section R402.2.5. Where more than half of the insulation is on the interior, the mass wall U-factors shall not CONDITIONED SPACE AND ATTIC SPRAY FOAM INSULATION exceed 0.087 in Climate Zone 4 except Marine, 0.065 in Climate Zone 5 and Marine 4, and 0.057 in Climate Zone 6. CONTINUOUS BEAD c.In warm-humid locations defined by Figure R301.1 and Table R301.1. the basement wall U-factor shall not exceed 0.360. OF SEALANT EXPANDING FOAM SEALANT ROOF SKYLIGHT ROUGH STRINGER ROOF RAFTERPREFAB GYPSUM BOARD RIDGE INSULATIONFIREPLACE UNIT (BOTH SIDE OF WALL) R-VALUE/THICKNESS PER CLIMATE INSULATED EXTERIOR TABLE R402.4.1.1 EXPANDING STUD WALL AIR BARRIER AND INSULATION INSTALLATIONEXPANDING FOAM SEALANTFOAM INSTALL INTERIOR SHEATHING CONTINUOUS BEAD OFSEALANT 6 PRIOR TO INSTILLATION OF COMPONENTAIR BARRIER CRITERIAINSULATION INSTALLATION CRITERIA SEALANT PREFAB FIREPLACE A continuous air barrier shall be installed in the building INSTALL 1" RIDGE envelope.INSTALL SHEATHING AT ATTIC Air-permeable insulation shall not be used as a sealing CONTINUOUS BEAD OF The exterior thermal envelope contains a continuous General Requirements INSULATION AT BOTH PROVIDE INTERIOR material.SIDE OF SKYLIGHT SHAFT air barrier. SEALANT HORIZONTAL AND Breaks or joints in the air barrier shall be sealed. SHEATHING AT CAVITY INSULATION VERTICAL POSITIONS EXTERIOR WALL AND The air barrier in any dropped ceiling or soffit shall be ATTIC INSULATION DRAINAGE PLANE (LEAVE 3/8" GAP FOR aligned with the insulation and any gaps in the CEILING PRIOR The insulation in any dropped ceiling/soffit shall be air barrier shall be sealed. INSTALL EXPANDINGGYP. BD. LINER Ceiling/attic 2x_ BLOCKING aligned with the air barrier.EXPANDING FOAM) TO SOFFIT ASSEMBLY Access openings, drop down stairs or knee wall doors WOOD FRAME SOFFIT FOAM SEALANT AT to unconditioned attic spaces shall be sealed.EXPANDING ASSEMBLY INTENTIONAL GAPS FOAM SEALANT WOOD FRAME Cavities within corners and headers of frame walls AT 1" RIDGE INSULATION FLOOR ASSEMBLY The junction of the foundation and sill plate shall be sealed.shall be insulated by completely filing the cavity CONTINUOUS BEAD CAVITY INSULATION CONTINUOUS BEADSECTION THROUGH STAIRWAYSECTION THROUGH WALL The junction of the top plate and the top of exterior wallswith a material having a thermal resistance, of OF SEALANT shall be sealed. R-value, not less than R-3 per inch. OF SEALANT Knee walls shall be sealed.Exterior thermal envelope insulation for framed walls MINIMUM 1/2" DRIP shall be installed in substantial contract and continuous alignment with the air barrier. 1" RIGID INSULATION The space between framing and skylights, and the Windows, skylights and doors---- jambs of window/door jambs shall be sealed.SOFFIT CLOSURE Rim joists shall include the air barrier.Rim joists shall be insulated. 11 Floor framing cavity insulation shall be installed to 78910 maintain permanent contact with the underside of sub-floor decking. Alternatively floor framing Floors including cantilevered floors andThe air barrier shall be installed at any exposed edge cavity insulation shall be in contact with the top floors above garage.of insulation. side of sheathing or continuous insulation installed the underside of floor framing and shall extend from the bottom to the top of all perimeter floor framing members. Exposed earth in un vented crawl spaces shall be Crawl space insulation where provided instead of floor VENTED AIRSPACE covered with a Class I vapor retarder with Crawl space wallsinsulation, shall be permanently attached to the overlapping joints taped. MANUFACTURED THIN-PROFILE walls. ATTIC VENTILATION BAFFLE CONTINUOUS BEAD Duct shafts, utility penetrations, and flue shafts opening (FULL WIDTH) OF SEALANT to exterior or unconditioned space shall be Shafts, penetrations---- sealed. CAVITY INSULATION Batts to be installed in narrow cavities shall be cut to PROVIDE RIDGE INSULATION CONTINUOUS BEAD fit or narrow cavities shall be filled by insulation Narrow cavities---- BAFFLE AROUND VENTILATION that on installation ready conforms to the OF SEALANT available cavity space. CHUTE - FOAM SEAL PERIMETER CONTINUOUS BEAD OF SEALANT OF RIDGE INSULATION CONTINUOUS MINIMAL Air sealing shall be provided between the garage and Garage separation---- conditioned spaces.PROVIDE STUD CAVITY CLOSURE EXPANDING FOAM AT ON BACK SIDE OF EACH STUD WINDOW PERIMETER CEILING GYPSUM BOARD Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal CAVITY Recessed lightingenvelope shall be air tight and IC rated. envelope shall be sealed to the finished surface. AS AIR BARRIER CONTINUOUS BEAD Walls In exterior walls, batt insulation shall be cut neatly to fit OF SEALANT around wiring and plumbing, or installation, that Plumbing and writing ---- on installation readily conforms to the available CONTINUOUS BEAD space, shall extend behind piping and wiring. OF SEALANT The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be LINE ILLUSTRATES WINDOW UNIT AS Shower/tub on exterior wallshowers and tubs shall separate the wall from theinsulated.CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL Rim joists showers and tubs.CONTINUITY OF AIR AIR BARRIER EXPANDING FOAM AT BARRIER AT WALL SECTION WINDOW PERIMETER The air barrier shall be installed behind electrical or communication boxes.Alternatively, air-sealed CONTINUOUS MINIMAL Electrical/phone box on exterior walls ---- boxes shall be installed.PROVIDE SOLID BLOCKING EXPANDING FOAM AT BENEATH KNEE WALL WINDOW PERIMETER HVAC supply and return register boots that penetrate HVAC register boots building thermal envelope shall be sealed to the ---- sub-floor, wall covering or ceiling penetrated by the boot. CONTINUOUS BEAD CAVITY INSULATION Where required to be sealed, concealed fire sprinklers shall OF SEALANT only be sealed in a manner that is recommended by t Concealed sprinklers CONTINUOUS BEAD manufacture. Caulking or other adhesives sealants ---- WINDOW UNIT AS shall not be used to fill voids between fire sprinkler OF ADHESIVE cover plates and the wall or ceiling. AIR BARRIER CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY) CONTINUOUS BEAD 12 PROFESSIONAL STATEMENT: OF SEALANT HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED TO THE BEST OF MY KNOWLEDGE AND BELIEF THE CONTINUOUS BEAD INFORMATION SHOWN ON THESE DRAWINGS AND ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED SPECIFICATIONS COMPLIES WITH THE APPLICABLE OF ADHESIVE HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF ATTIC INSULATION CONTINUOUS BEAD NEW YORK STATE. COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE CONTINUOUS BEAD ATTIC FLOOR FRAMING OF SEALANT MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS OF SEALANT RIGID INSULATION R-VALUE/DEPTH PER CLIMATE INSTALLED. COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE CONTINUOUS SILL SEALER SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED - FULL WIDTH OF MUDSILL GYPSUM BOARD BOX ENCLOSURE ATTIC INSULATION FOUNDATION WALL AS ATTIC FRAMING AIR BARRIER SPECIFICATIONS: CONCRETE SLAB AS REFER TO ENERGY CONSULTANT'S CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION CONTINUOUS BEADAIR BARRIER AND MECHANICAL SPECIFICATIONS. OF SEALANT MECHANICAL LATCH TO PRESSURE EXPANDING FOAM SEALANT AT PERIMETER SEAL AT WEATHER STRIPPING CONTINUOUS BEAD OF SEALANT MANUFACTURED PULL DOWN STAIR ADDITIONAL SPECIFICATIONS: DRYWALL CEILING WINDOWS AND SKYLIGHTS: 0.30 U VALUE, 0.30 SHGC RECESSED LIGHTING FIXTURE BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR @ 50 PA BLOCKING AS REQUIRED HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PA PER 100 SQ.FT. MIN. (1) ENERGY STAR APPLIANCE MIN. 90% ENERGY EFFICIENT INTERIOR LIGHTING BUILDING CAVITY CANNOT BE USED AS DUCTWORK ALL HOT WATER PIPES TO BE INSULATED TO R3 1314151617 ALL DETAILS MAY NOT APPLY