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HomeMy WebLinkAbout52912-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52912 Date: 04/27/2026 Permission is hereby granted to: Gerard Dennis 98 Macgregor Ave Roslyn Heights, NY 11577 To: Construct interior basement alterations to an existing single-family dwelling as applied for per SCHD approval. Premises Located at: 2755 Westphalia Rd, Mattituck, NY 11952 SCTM# 114.-10-20 Pursuant to application dated 02/05/2025 and approved by the Building Inspector. To expire on 04/26/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $581.00 Co Single Family Dwelling-Addition /Alteration $100.00 Total $681.00 Building Inspector iy TOWN OF SOUTHOLD BUILDING DE-PARTMUNT Town 11.all Amicx 54375Main Road P. 0. Box 1179 Souttiold,NY 11971- 9 1 - Telephone(631)?�6 -�. 0.� FaX (631) 76 9502 "Kz f testa Riorpivi-rf AFPLICATION FOR BUILDING Pte"RIVOT For Office Use Only a PF-P M IT KI 5 Nos t t # t, their entirety,Inc,ompJete ru p1 ry � t"*hQ ,e e m� y, 40 0"S"OF PR Prof Address* f ero , f r n a 1 e iii p a 'g �,s u v o Name: f" r e G Mailing Address', � JN F00010 � e , Phone ,,� 0 4 mm� ItIOW NAA r y � Marlin Address. k— ��IV q , 11 I L4�1 .....................- Aw Ph one#• '0e;;1 'Woe Email: 1100 u u Mailing Address Phone#� Email: ro r t x otr r e, FI New Structure 'CIA�dditton to ti n �Re air El Demolition Estimated Cost of Project: E]Other C� n : Wfil the lot be re-graded? E] es Will excess fill be removed ved from premises? F Nes ..myy}:,y�„�.x.:w'w.r'r���� immixrm mmmmma�www+ rrrrmmmm.mmm �m rc�m.,u.�.�.wFr .•.^'-m^•^ mom�.�m'n nr isiii.i.iwr�wrmt ww.wwwwwwwum •--mrm�� �"""•rmioi uunmmm�w,r b4wrcrt'rua'oo u�wiwnmmuimmmmmmrvummmmrmmmmmmm�m-mmr^lua w�.ug4vu�uewrvw nnu�rommmmm uiAmmmm mmirvv�wmirvm.... .. rtm �'im. n PROPERTY WFORMAT-10-N Exis "its n use f property- .. Intended use of prop.......... u ................................. rt ... .. Zone or use district In which rein ses is situatedt: Are there any covenants nd restrictions with respect to � w .,. .,,v r r Lr/v•v r-+.�♦s,*r Yam+•�u v v ■r •i a.r M r r�1�r r•.r M.-a s w+._r r .+ems }y•� After Thev ��rp,;��r'� ,�I1p (�" }{+(,�� /^y� r } �,,,f} (,y�.y(,.�,��, 'jy��r Uf�.�eek Blllr,+7.. 7}„K�ryM" �1iV11j '�A IA � `i� ��!M�f�" j�al irvM1/MT�•�♦rKw� ��S•�.�,T � �Irl�l••vT•*.. � ��'1 ���"""' of �'"1�`o�1n� �� � �" �� "bM ` 1 �, U i I I � �r. 0 for t��t�9iShabfe as a Ua"A misdiemean r ,Irsuant section 2�U,�4s at the New Yorkstate Perri Law. ub►rr�itted (print na Authorized Agent ❑Owner Application . Signature of Applicant: � �� ��, Gate. STATE Of NEW yOR ) Vyl COUNT'YOF ) rs i N t nr r4 r a I�t r�o y rw.-r. �r-r.-.r.Ir r.�r '-a.�, � I rJ a_11'O},•w.a tLa 1 1/ -3 VW rJ 1 r 1 1 +u'{��v✓J R�.J LA IL[tom! Jr Mgt^lf-71 1-1 ILA{.'�-t f r�Rom, �._lr L 1 IL- u�./�.J a 1%.r L.i's o 1.. rr I/ ! f (Name of individual signing contract)above name, I � (S)he is the (Contractor,Agent,Corporate Officer, etc. 4f said yawner or owners.and �s duly authorized to perform or have performed the said work and to rake and file this r I pp a iication;that A statements contained in tnis appiication are true to the best of nis/her nowieoge and bearer;ana i that the work will be performed in the manner set forth in the application file therewith x� Sworn before me this -w,..-. r? m Notary Public CAS � ID�, ''Y P Uauc-STAB' i PROPERTY OWNER THAUORIZAT NOON &,Mdk,coil* (Where the applicant is not the owner) Cillilililill" WA Y I i 1 � I i resi di at u I hereby authorize to,any on Town of Southold Building Department for approval as described herein my behalf to the p I /, ' 20 Ownees Signature late Print Owners Name i 2 M-I l k N `13>InVi3S L U L XOG Od 10 m 0 Z56��AN `)ioniiiivi l 2/9-V60 'ON *011 *:D'd 83AMQ,O d SdwOHl o _ ui Fn w 30IN3(]IS323 SINN30 d U _ NSIS30 IN316AS M3VI1NVS �► rn a U IMPROVED-PRIVATE WATER NOW OR FORMERLY DOMENICA PENNY WEE TPHA LIA ROUD (50' WIDE TIM) (49 5' WIDE F/M)PAVEK � w NT S70033 7 L _ 5. )„.m,.,.. ... m `a° -,OW WALK ' .. - - w .EXkS.OVERHEAD ELECTRIC C) u �.w, rw 4.Ow 100.00 WRF YI SERVICE (� �0.2' ., -�-0.`... 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CA OD © �w-ww U)_ o `> W < Q.� C7 N )-oU7 0zh- U7aw z=N)~a a�����a� .� s t C1'_ zo u � JmQd U�a`Er dda-1U7zDF-CJ� C9Q0 � �ui4Y=w6rzWm�wmrn LL ca U7 c7Luw�0 Q JcJS� )�21wyy��-ate v���0 u�iW�wt��� '�da=vwwOf- Get LL 0 G. O mot, Z CJw/aLF- 9t) cc��' fL/~zf- ol3u6,dw iwtn �z~C7C).ZH IL Cl ) w I- `zf1->)- )�U7 C�U7p��wW Z p Q U7 s� ',vaui'o�©i QC7 Ulf' )-p���� + ww�_p�� I w Flu°vGa wS�auwr Li �`�ci CAI uj ICJ 40 �c 'D �`Qpa2��w� Oza�U7U<C5_10 uY1cS))- � w��o�� .�.��."." t7 a to>rr- 4w) m cn<c c> �- v C) I - - - N-4 5 a 9 1 R - A,5sf S5Cp_,z:S //y-/O -Ao - - I . ,� GENERAL NOTES 1�11111111'1% DRAWING INDEX ��G 01 b0 I I 11111 !!��� r, U I., ____ � � -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII " " 4 � Vi­�,, a ' � � U_ - iiiiiiiiiiiiiiiiiIi N� - :, 9� � t­ -_ T-1 TITLE SHEET o�. & 0I����w �s.�do �5�P N-1 CODE TABLES & NAILING SCHEDULEIIIIIIIIIIIIIIIIIII N-2 STRAPPING & MISC. DETAILS o o Q W z z ' za - GENERAL CONDITIONS: STEEL: 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED,AND PREPARED FOR 13.C. PROVIDE SOLID SURFACE AT ALL CORNERS AT LEAST WITH F WIDE IN BOTH DIRECTIONS FOR SECURING - � d U d Z >., 1. THE CONTRACTOR SHALL(TARRY WORKER'S COMPEMISATION AND GENERAL LIABILITY 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A50 PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO SUBFLOORING DRYWALL,ETC.AND FOR SURFACES W TH FRAMING MEMBERS,OR WITH 2"WOOD N 3 COD E TABLE S INSURANCE C AS REQUIRED BY LOCAL JURISDICTION.CO1MTIOIN. 2. THE DESIGN,FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE BLOCKING SECURED WITH AT LEAST Tr WO Bd PROVIDE SOLID BLOCKING FOR CROWN MOLDINGS, l LATEST EDITION OF THE AISC SPECIFICATIONS. PREVENT BUILD-UP OF FUMES. CASING,BASETRIM OR OTHER MILLWORK AND CARPENTRY AS REQUIRED. i.. � W E� I-i 2. ALL MATERIALS,ASSEMBLIES,AND METHODS OF COMSTRUCTION INCLUDING BUT NOT 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM A-325 OR A-490 9. THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS PRIOR TO 13.D PROVIDE DOUBLE JOISTS/TRUSSES,A,ND HEADER AT WATER CLOSET DRAIN BENDS AND AT ALL VENT LIMITED TO FORM-WORK,FLOCK,FRAMING,NAILING, PLACING OF CONCRETE,ETC.ARE TO BOLTS WITH LOCK WASHERS. SANDING ALL WOOD TO A SMOOTH AND EVEN FINISH. DUST OFF AND APPLY PRIMER TO AND MECHANICAL OPENINGS 2"OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. O W. 0 E_ W P. � BE CAREFULLY SUPERVISED BY THE CONTRACTOR T(O BE SURE THAT THEY ARE IN 4. PAINT ALL STEEL ONE SHOP COAT OR RUST INHIBITIVE PAINT AND FIELD TOUCH-UP EXCEPT FOR AREAS TO SURFACES RECEIVING PAINT,OR STAIN WOOD. SAND ALL WOODWORK TO A SMOOTH AND 13 E. ALL STUDS SHALL BE PROVIDED AND;SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE A 1 BASEMENT FLOOR PLAN AND DETAILS �_ E� U ACCORDANCE WITH THE DRAWINGS,SPECIFICATIOWS,APPLICABLE CODES AND GOOD BE WELDED. COLOR TO BE GRAY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. EVEN FINISH BETWEEN COATS. WITH"RECOMMENDED NAILING SCHEDULE"INCLUDED IN THESE SPECIFICATIONS OR AS HEREAFTER PRACTICE. 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH THE 10. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH,IN 13.E.1. SECURE SOLE PLATES WITH 16d NAILS 16"O.0 THROUGH SUBFLOORING AND INTO FRAMING OR VD NOTED: r 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL=DES AND ORDINANCES. AMERICAN WELDING SOCIETY STANDARD QUALIFICATION PROCEDURE. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS ct) U U E_ BLOCKING t-ti 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE VA/ITH GOOD BUILDING PRACTICES. 6 ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS AND BEARING PLATES,UNLESS 11. PRIME BACK OF ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION.FILL 13.E.2, STUDS NOT LESS THAN 2"X 6"OR 2"X:4"(I O.C.FOR EXTERIOR OR INTERIOR WALLS,RESPECTIVELY, EMI �. 'xI 1' 5. THE PREMISES SHALL BE KEPT CLEAN AT ALL TIMES. EACH DAY UPON COMPLETION OF OTHERWISE NOTED ON DRAWINGS ALL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. THOROUGHLY CLEAN SURFACES DOUBLED AROUND OPENING AND TRIPLED AT CORNERS. A 2 ELECTRICAL PLAN INSULATION DETAILS AND NOTES' 7W WORK,THE CONTRACTOR SHALL REMOVE ALL WASTEE MATERIALS,TOOLS,RUBBISH,ETC., 7. SUBMIT SHOP DRAVVINGS TO ARCHITECT FOR ALL CONNECTIONS AND STEEL LAYOUT FOR APPROVAL PRIOR ` To FABRICATION, AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SAND 13.E.3. PLATES AND BLOCKING TO BE THE SAME WIDTH AS RELATED STUDS OR WIDER. CLEAN ALL GLASS AND LEAVE WORK BROOM-CLEAN(UNLESS OTHERWISE SPECIFIED. 8. ALL STEEL TO BE CERTIFIED TO BE OF THE SIZE SPECIFIED IN THE PLAN UPON DELIVERY TO ARCHITECT. SURFACES OF TRIM SMOOTH AND WIPE CLEAN PRIOR TO APPLYING STAIN COAT,OR PRIMER 13.E.4. FRAMING TO COORDINATE WITH THE\WORK OF OTHER TRADES. T 6. ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD'VERIFIED. THE CONTRACTOR SHALL FOR WOOD RECEIVING PAINT FINISH. 13.E.5 PRO�OTH OTHDE TWO ERWISE NOTED OR APPROVED.2"X 4"VVITH FULL GTH KING POST STUDS AT THE END OF ALL HEADERS UNLESS . �/� ^ r a r� � _N"jo-fE4S NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN VNRITING BEFORE PROCEEDING WITH 12. AT COMPLETION,TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL / `-V.r'`•j L,L#LT THE WORK AFFECTED BY SAME. DECKING: SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR ONE TOUCH-UP TRIP FOR ENTIRE 13.E.6. PROVIDE SOLID BEARING FOR ALL PROVIDE DOUBLE JOISTS,RAFTERS,GIRDERS,POSTS,ETC. ll 'J 7. DRAWINGS NOT TO BE SCALED,WRITTEN DIMENS10NJS SHALL ALWAYS TAKE PRECEDENT. 1. ALL EXTERIOR FINISHED DECKING TO BE 5/4"X 5"T&G FIR DECKING. PRIMED BOTH SIDES PRIOR TO PROJECT PRIOR TO OPENING. 13.E.7. UNLESS NOTED OTHERWISE PROVIDE:DOUBLE HEADER AND TRIMMERS AROUND ALL OPENINGS IN SIZE TO MATCH ADJACENT FRAMING, 8. LARGE SCALE DETAILS ARE INTENDED TO CLARIFY IMFORMATION AND THEREFORE SHOULD INSTALLATION AND"BLIND"NAILED AND GLUED IN PLACE. 13. OTHER PAINT MANUFACTURERS MAY NOT BE SUBSTITUTED FOR THOSE SELECTED, (WITH FACE GRAIN ACROSS SUPPORTS,NAIL WITH 6d COMMON BE EXAMINED THOROUGHLY PRIOR TO PROCEEDING(WITH THE WORK AS THEY TAKE 2. ALL STRUCTURE FOR DECKING TO BE CCA PRESSURE TREATED LUMBER IN SIZES INDICATED AND INSTALLED 13.F. SUB-FLOORING SHALL BE INSTALLED AS PER AWPA STANDARDS REQUIRED OR RECOMMENDED. NAILS 6"O.C.ALONG SUPPORTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS,BREAK JOINTS IN PRECEDENT OVER SMALLER SCALE DRAWINGS. 14. FINISH INTERIOR SURFACES AS SCHEDULED ON DRAWINGS EXCEPT AS MODIFIED AND ADJACENT COURSES,LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY 9. RESERVED. 3. ALL RAILINGS TO BE MANUFACTURED FROM GRADE"A"WESTERN CEDAR IN SIZES AND STYLES INDICATED. 10. OSHA RULES AND REGULATIONS FOR SAFETY SHALL.BE IN EFFECT AT ALL TIMES DURING SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL.IN GENERAL,USE BELOW SURFACE. HALL B LAID W,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED. 14 WOODS AND PLASTICS: EGGSHELL SHEEN FOR WALL BOARD SURFACES,SEMI-GLOSS FOR HOLLOW METAL AND 13 G. ROOF SHEATHING SHALL BE LAID WITCH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS,LOCATE END THE COURSE OF THE PROJECT. 1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT WOOD TRIM AND FLAT FOR DUCTWORK. JOINTS OVER SUPPORTS,STAGGER JIOINTS,PROVIDE METAL"H"CLIP AT JOINTS AT SIDES OR PANELS WHEN SPACING OF SUPPORTS IS GREATER THAN 16"O.C. 11. ALL WORK SHALL BE PERFORMED IN SUCH A MANNEER AS TO HAVE SAID WORK BE FREE OF SHOULD NOT BE MORE THAN 19% 15. WOOD FLOORING TO BE SANDED AND FINISHED WITH THREE(3)COATS POLYURETHANE. 13.H. FURRING,WHERE REQUIRED TO BE TERUETO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO ■ DEFECTS. 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY SUPPORTING SURFACE. 12, CONTRACTORS SHALL REVIEW ALL SHOP DRAWINGS)PROVIDED BY SUB CONTRACTOR FOR TRUSS JOISTS: In COMPLIANCE TO THE CONSTRUCTION DOCUMENTS RAND THEN SUBMIT SAID APPROVED LOCAL CODE OR APPROVED BY ARCHITECT. 1. ALL PREFAB TRUSS-JOISTS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. DRAWINGS TO THE ARCH(FECT FOR APPROVAL. 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK;USE TYPE"S"TRIM HEAD SCREWS FOR 2 PROVIDE WEB STIFFENERS AROUND END SUPPORTS AND UNDER ALL POSTS FROM FINISH FLOOR AS PER 14. ALL FLOORS TO BE COVERED WITH CARPEET SHALL HAVE ONE LAYER 1/2""COMFORT BOARD"OR OTHER EITHER DURING I BIDDING OR CONSTRUCTION WITHOUT ATTACHMENT OF WOOD TRIM TO METAL STUDS,RUNNERS OR FURRING. MANUFACTURER'S SPECIFICATIONS. APPROVED EQUAL,OVER 3/4"SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING,QUARRY TILE OR 13. NO SUBSTITUTIONS SHALL.BE MADE E CERAMIC TILE SHALL HAVE ONE LAYER OF'3/4"PLYWOOD SUBFLOORING, 00 0 C WRITTEN APPROVAL BY THE ARCHITECT,SUBMIT ALLL INFORMATION NECESSARY TO 4. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION 3. MINIMUM BEARING DISTANCE TO BE 2-1/4".5. PROVIDE RIM JOISTS AROUND PERIMETER AS PER 15. ALL LUMBER DELIVERED AND STORED AT FPROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A EVALUATE SAID PRODUCT OR SYSTEM AGAINST THALLT SPECIFIED PRIOR TO INCLUDING SAME FOR INSTALLATION. MANUFACTURER'S SPECIFICATIONS. TARPAULIN OR HEAVY GAUGE PLASTIC. ALLL WOOD MATERIAL SHALL BE STOCK PILED ON WOOD DUNNAGE, 5. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR IN A RELATIVELY FLAT,DRY AREA.THE SAWE PROTECTION SHALL BE PROVIDED DURING SHIPPING AND c/ I,4 .-- I (J IN EITHER THE BILL OR"THE WORK". WOOD FLOORING: r0■ , 14. ALL DRAWINGS PROVIDED FOR THIS PROJECT BY TWE ARCHITECT SHALL BE RETURNED APPLICATION,INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED INSTALLATION APPLICATION INSTRUCTIONS. 1. WOOD FLOORING MATERIAL TO BE SELECTED BY OWNER OR AS INDICATED ON PLANS. 16 ALL TRIM TO BE ALLOWED TO ACCLIMATE 1T0 SURROUNDING HUMIDITY LEVELS IN HOUSE FOR A MINIMUM OF Co /�^� ��rj� � � UPON COMPLETION OF THE WORK. 6. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION, 2. WOOD FLOORING MATERIAL TO BE STORED IN HEATED HOUSE FOR THREE(3)WEEKS PRIOR TO 2 WEEKS PRIOR TO INSTALLATION. CLIMAITE CONTROL SYSTEMS SHALL BE INSTALLED AND OPERATING F H N .- 15. BIDS THAT ARE NOT SUBMITTED IN THE SPECIFIED BIID FORMAT SHALL NOT BE CONSIDERED. INSTALLATION. FLOORING TO BE STORED IN A MANNER SO AS TO ALLOW PROPER AIR FLOW AROUND DURING ACCLIMATION PERIOD. VD AND REPLACE DAMAGED SURFACES. MATERIAL AS PER MANUFACTURER'S SPECIFICATION. .-ti 2 1 7. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S 3. WOOD FLOORING TO BE PLACED LOOSE ON CLEAN PLYWOOD SUBFLOOR FOR 24 HOURS PRIOR TO FINAL 17. WHERE POSSIBLE,USE FULL LENGTH PIECES,FREE OF JOINTS,WHERE JOINTS ARE NECESSARY.THEY ■ W M SHALL BE INCONSPICUOUSLY LOCATED AMD CUT IN A SCARF JOINT FASHION. ' � .J \O ,.0 SITE WORK: RECOMMENDED SOLVENT AND CLEANING PROCEDURES, INSTALLATION. 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SUFRVEYOR. STAKING AND LAYOUT ARE TO 8. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 19. ALL JOINTS,BOTH MITER AND SCARF,TO 68E GLUED AND NAILED. ESTABLISH ALL LINES AND BENCHMARKS AND VERIFW ALL GIVEN DATA ON DRAWINGS. IN 9. ENSURE THAT ANY AND ALL WOOD AND PLASTIC USED COMPLY WITH ALL MUNICIPALITY WOOD INTERIOR TRIM: 19. ALL EXTERIOR FLAT STOCK TRIM TO BE PRE-PRIMED. BOTH FRONT AND BACK AS PER PAINTING RECEIVE CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING. REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED RATINGS. 1. WOOD TRIM TO BE AS INDICATED ON PLANS. SPECIFICATIONS To FOLLOW ALL JOINTS 1To BE WEATHER CUT AND GLUED. W CASE OF DISCREPANCY, 2. WOOD TRIM MATERIAL TO BE STORED IN HEATED HOUSE FOR(2)WEEKS PRIOR TO INSTALLATION. WOOD 20. FLITCH BEAMS SHALL HAVE A MINIMUM NLLESS O E=OTHERWISE N WITH HE BOLTS LOCATED NOT CLOSER THAN PLOT PLAN �' � a 2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS,STOCKPILE TOPSOIL 10. REVIEW THE TENANT CRITERIA IN REGARDS TO USING WOODS AND PLASTICS AND INSTALL 2"FROM THE TOP AND BOTTOM EDGE,UNLLESS OTHERVISE NOTED.THERE SHALL BE A BOLT,BOTH TOP AND SCALE: 1"=20' o _!� N OBTAINED FROM STRIPPING BUILDING SITE AND STOCKPILE ALL EXCAVATED MATERIAL AT NO SUCH MATERIALS WHEN DEEMED UNACCEPTABLE BY THE LANDLORD/OWNER. IF THESE TRIM FA T STORED IN I MANNER SO AS TO ALLOW PROPER AIR FLOW AROUND MATERIAL AS PER BOTTOM,2"FROM EACH END. THE SITE. PLANS AND SPECIFICATIONS CALL FOR ANY SUCH MATERIALS TO BE INSTALLED IN A MANUFACTURER'S SPECIFICATIONS. 3. WOOD TRIM Is TO BE APPLIED To CLEAN SURFACE. N.Y.S.ENERGY CONSERVATION 3. NEW AND EXISTING BACKFILL MATERIAL AND TOPSOI IL ARE TO BE FREE OF WEEDS,TREE SITUATION NOT APPROVED BY THE LANDLORD/OWNER,CONTACT THE ARCHITECT RATRON ROOTS,ROCKS AND DEBR S. IMMEDIATELY. 1. ALL WINDOWS SHALL HAVE AN INFILTRATION SATING OF 0.3 CFM PER FOOT OF PERABLE SASH. ALL SWING � W 4. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR BfACK FILL MATERIAL SHALL BE REMOVED GLASS,WINDOWS AND DOORS: TYPE AND SLIDING GLASS DOORS SHALL HAVE AN INFILTRATION RATE OF 1.0 CFM PER SQUARE FOOT OF FROM THE SITE. 1 ALL WINDOWS SPECIFIED IN SCHEDULE ARE TO HAVE LOW-E INSULATING GLASS WITH THERMALLY BROKEN DOOR AREA 76 5. PROTECT ALL TREES WITHIN 25'OF THE BUILDING ANJD THOSE AS INDICATED TO REMAIN SEALANT AND CAULKING FRAME SYSTEM,UNLESS OTHERWISE SPECIFIED,WITH FIBERGLASS SCREENS AS INDICATED. 2. ALL HEATING EQUIPMENT SHALL MEET THEE EFFICIENCY STANDARDS OF THE N.Y.S.ENERGY CONSERVATION 1. PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL 2. GLASS SUBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE PROVIDED CODE. WITHIN 50'OF CONSTRUCTION AREA-PROVIDE PROTTECTIVE CONSTRUCTION FENCING AT 3. ALL MECHANICAL SYSTEMS SHALL CONFODRM TO 2017 RESIDENTIAL CODE OF NEW YORK STATE,AND ALL 0 THE DRIPLINE OF ALL TREES TO REMAIN. SPECIFICATIONS TTS-1543 OR FS TT-S-230 TYPE I'll",CLASS"A".PROVIDE ACOUSTICAL 3. ALL SLIDING GLASS DOORS AND WINDOW GLASS WITH A SILL LESS THAN 18"ABOVE FINISHED FLOOR; LOCAL CODES HAVING JURISDICTION 6. PROPER APPROVAL MUST BE OBTAINED BEFORE COWERING(BACK FILLING)ANY EXCAVATED SEALANT WHICH SHALL BE NON-HARDENING,NON-DRYING SYNTHETIC RUBBER SEALING AND/OR AS REQUIRED BY CODE,SHALL BE INSULATED TEMPERED SAFETY GLASS. 4. THERMOSTATS SHALL MEET A MINIMUM REEQUIRED RANGE OF 45-74 DEGREES F. COMPOUND WITH MINIMUM 90%SOLIDS.USE AT ALL INTERIOR JOINTS AT INNER SECTIONS 4. ALL GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE W TH THE WORK. MANUFACTURER'S SPECIFICATIONS. 5. DOMESTIC HOT WATER SHALL BE EQUIPPED WITH CONTROLS TO LIMIT HOT WATER TEMPERATURES TO 140 7. NO BACK FILLING OF FOUNDATION TO TAKE PLACE VWTTHOUT THE INSTALLATION OF THE BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR DEGREES F. 5. ALL WINDOWS ARE TO BE CAULKED AND SEALED AS PER N.Y.S.RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND ENERGY CONSERVATION CODE 6. ALL NEW CONSTRUCTION SHALL CONFORM TO THE N.Y.S.2017 ENERGY CONSERVATION CONSTRUCTION FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITHCOUT PROPER BRACING OF WALLS. NO REQUIREMENTS. MACHINES TO RIDE WITHIN I O'OF FOUNDATION WALLLS AFTER BACK FILLING IS COMPLETE. SUBSTRATES. I 6. PROVIDE FLASHING PANS UNDER ALL SLIDERS,DOORS AND WINDOWS WITHIN 6"OF AN EXTERIOR SURFACE. CODE ALL EXTERIOR WALLS AND ROOFS (ON T BE INSULATED. PROVIDE SOUND ATTENUATION BLANKET IN 8. ALL BEARING SOIL IS ASSUMED TO BE OF A SANDY"YELL DRAINING MIX WITH A MINIMUM SOIL 2. PROVIDE BACKING MATERIAL BY DOW"ETHAFOAM"OR APPROVED EQUAL. APPLY SEALANT 7, ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER STRIPPED. PROVIDE ALL HARDWARE AS REQUIRED. ALL INTERIOR WALLS AND FLOORS COMMON TO BATHROOMS AND NOISE PRODUCTION ROOMS OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS AND GUARANTEED BY THE MANUFACTURER WALL 4" R-15 BEARING CAPACITY OF 1 TON/SQ.FT. NOTIFY ARCH117ECT IF SOIL CONDITIONS VARY FROM VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. FOR A PERIOD OF NO LESS THAN 1 YEAR FROM DATE of FINAL COMPLETION WALL 6" R-21 THOSE ASSUMED HERE PRIOR TO INSTALLATION OR COMMENCEMENT IN THE WORK. 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH 9. WINDOWS AT HABITABLE SPACES SHALL MEET EGRESS REQUIREMENTS AS STATED IN THE N.Y.S CEILING" R-30 9. SITE TO REMAIN FREE OF,ACCUMULATED DEBRIS. A DESIGNATED PARKING AREA FOR WORK MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. CONSTRUCTION RULES AND REGULATIONS SECTION 714.1 a,b&c. FLOOR 9" R-30 N VEHICLES AND UNLOADING AREA SHALL BE SET UP SO AS TO MINIMIZE DISTURBANCE TO 10. WINDOWS IN BUILDINGS LOCATED IN WIND BOURNE DEBRIS REGIONS(120MPH WIND ZONE OR WITHIN 1 MILE 7 THE RATIO OF GLAZING SQUARE O EE TO GROSS EXTERIOR WALL SQUARE FOOTAGE SHALL SUCH 4. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE AND CAULK AROUND ALL EQUIPMENT TO THAT THE TOTAL THERMAL RATINGG OFF THEE BUILDING ENVELOPE SHALL BE NO LESS THAN ZERO AS THIS SITE OR ADJACENT NEIGHBORING SITES. CREATE A CLEAN,TIGHT AND WATERPROOF SEAL. OF THE OCEAN,BAY AL SOUND SHALL HAVE GLAZED OPENINGS PROTECTED FROM VIAND BOURNE DEBRIS SPECIFIED BY THE N.Y.S.ENERGY CONSERRVATION CONSTRUCTION CODE. 10. ALL MATERIALS STORED CIN SITE SHALL BE ELEVATED FROM GRADE SO AS TO ELIMINATE OR THE BUILDING SHALL BE DESIGNED E.A PARTIALLY ENCLOSED BUILDING R ACCORDANCE WITH THE CONTACT WITH WATER AND TO BE PROTECTED WITH TARPS. RESIDENTIAL CODE OF NEW YORK THE STATE.GLAZED OPENING PROTECTION FOR WIND BOURNE DEBRIS SHALL 7.a. ALL GLASS TO BE IINSULA ED(.69U). j ' GYPSUM WALL BOARD: MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996&ASTM E1886 EXCEPTION: WOOD 7.b. ALL DOORS TO BE INSULATED AND WAVE WEATHER-STRIPPING(.40U). NOTE: �7) D�ZlV 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"(I1.1mm)AND A MAXIMUM SPAN OF 8'(2438mm) THIS RESIDENCE IS NOT LOCATED WITHIN ONE MILE - l� - - CONCRETE AND FOUNDATION: ASTM 336. SHALL BE PERMITTED FOR OPENING PROTECTION ON ONE AND TWO STORY BUILDINGS PANELS SHALL BE B. REFER TO RES-CHECK FOR ECC NYS COMAPLIANCE AS REQ'D _-� 1. ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR 2. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS,EDGES AND CORNERS. PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE OF THE COAST AND THEREFORE IT IS NOT W _ _�' ` PROVIDED IN ACCORDANCE WITH TABLE R302.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS THE WIND BORNE DEBRIS REGION' l 0 PLACEMENT OF CONCRETE AS SET BY A.C.I. 3. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 1/2"THICK TAPERED AND ROUNDED AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF STAIRS: 2. ALL CONCRETE OR MASONRY WORK SHALL BE DONEE DURING TEMPERATURES OF MINIMUM EDGES,AND SHALL BE INSTALLED IN WET AREAS AS INDICATED ON DRAWINGS.USE 112" NEW YORK STATE. 1. ALL STAIRS SHALL BE MANUFACTURED AS)NOTED ON THE CONSTRUCTION DOCUMENTS. O CA 28 DEGREES F.AND RISING. CEMENTIT10US BACKER BOARD(MIN.)BEHIND ANY TILE INSTALLATIONS. PROPOSE EGRESS 'IS)-I O � 3. NO CONCRETE SHALL BE PLACED ON FROZEN SURFfACES. 4. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C646 UNLESS OTHERWISE NOTED OR PLUMBING: CARPENTRY Hi LUMBER: 1. CONTRACTOR SHALL INSTALL COMPLETE(DOMESTIC WATER SUPPLY AND SANITARY SYSTEM AS INDICATED. - WINDOW WELL ( � � INDICATED. PROVIDE TYPE"S"BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO 2. PROVIDE HOT AND COLD SHUT-OFF VALVES AT ALL FIXTURES. --..Z ' I- 1 4. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE MINIMUM 3000 P.S.I.FOR WAALLS AND FOOTINGS,3500 P.S.I. SLABS METAL FRAMING AND TYPE S'PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR AND ALL LOCAL CODES HAVING JURISDICTION AND WITH THE NATIONAL DESIGN SPECIFICATIONS FOR 3. WASTE PIPING TO HAVE CLEANOUTS AT ALLL CHANGES OF DIRECTION AND AT BASE OF VERTICAL WASTES. Y 4 ����� 5. ALL CONCRETE IS TO BE h U @ b o AT 28 DAYS UNLESS S AND O SPECIFIED ON SANSS. FRAMES. STRESS GRADE LUMBER AND ITS FASTENINGS. LUMBER IS TO BE FURNISHED AND INSTALLED WITH ALL 4. PROVIDE 4"CAST IRON PIPING THROUGH FFOUNDATION WALL PITCHED MIN.1/4"PER FOOT. p 1 >4 6. PROVIDE ALL SLEEVES AND FOUNDATION VENTS AS I REQUIRED BY N.Y.S.C.R.R. 5. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS,TOOLS,EQUIPMENT AND METHODS FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ETC.REQUIRED TO COMPLETE THE JOB. 5. ALL VENTS TO BE 4"DIAMETER WHERE THiEY PENETRATE THE ROOF. �j � 7. PROVIDE DEFORMED BARS CONTINUOUS IN THE FOCDTING AND A CONTINUOUS 2X KEY REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH,AND TIGHTENED AGAINST STEEL 6. ALL SYSTEMS TO HAVE ONE 4"OR TWO 3"'MAIN VENT STACK INCREASED TO 4"THROUGH THE ROOF. 1� III///---���III 9 . BETWEEN THE FOOTING AND FOUNDATION WALL,AS)NOTED ON PLANS. INCLUDING ACCESS DOORS AND PANELS. WASHERS OR PLATES JOIST HANGERS AND CONNECTORS AND HARDWARE MUST BE INSTALLED IN 7. THE WATER SUPPLY AND SEWAGE DISPOESAL SYSTEM SHALL COMPLY TO THE APPLICABLE COUNTY I � W 8. PROVIDE WALL REINFORCING AS INDICATED ON THE:PLAN. 6. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND AS PER MANUFACTURER'S SPECIFICATIONS. DEPARTMENT OF HEALTH STANDARDS AMID REGULATIONS. PROPOSE EGRESS LU �,1 9. ANCHORED BOLTS IN CONCRETERCREINFORCING AS SHALL BE HOOKED)3/4"X 12"AT A MAXIMUM 3'O.C.AND NO CONSTRUCTION,INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN 8. APPROVAL OF ALL PLUMBING MUST BE OBBTAINED FROM APPROPRIATE LOCAL AUTHORITIES PRIOR TO WINDOW'WELL I C) 1� ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE"RECOMMENDED NAILING SCHEDULE" CONCEALMENT. EXIST.1-STY ../ I W r�� MORE THAN V-O"FROM CORNERS. THROUGH WALL BOARD WHERE SEALANT IS EXPOSED. PROVIDE POLYSULFIDE SEALANT ACCOMPANYING THESE SPECIFICATIONS. 9. PRIOR TO ORDERING,CONTRACTOR SHALLL SUPPLY CUTS OF FIXTURES FOR OWNER'S APPROVAL. ' 150.7' FRAME 47 0' f� F.-' 10. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. WHERE UNEXPOSED. PROVIDE ACOUSTIC SEALANT. 2. ALL FRAMING,LUMBER,FLOOR JOISTS,HEADERS,WOOD POSTS,BLOCKING AND ALL ROOF RAFTERS, 10. CONTRACTOR SHALL NOT CUT JOISTS,STWDS,OR OTHER STRUCTURAL MEMBERS WITHOUT THE APPROVAL 1 DWELLING ��I ® P 11. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL\WITH A MINIMUM BEARING CAPACITY OF 1 7. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. INTERIOR AND EXTERIOR WALL STUDS SHALL BE DOUGLAS FIR LARCH#1 GRADE WITH AN Fb=1000 P.S.I.AND OF THE ARCHITECT. 11 #47 1 1--I H APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT;APPLY SKIM AN E=1,700,000 UNLESS OTHERWISE INDICATED AS SHOWN ON ACCOMPANYING STRUCTURAL 11. UNDERGROUND COPPER SHALL BE TYPE"W'COPPER. RILCOEMOVE EXIST. L Vi TONS/SQ.FT.OR S PER SIGNED AND SEALED DESIGIN SPECS.OF A PROFESSIONAL I AND C NS R ( .< I. W � ENGINEER,LICENSED IN N.Y.S. COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY,APPLY SECOND COAT FILLING CALCULATIONS. 12. ALL SOLDERS USED ON PROJECT SHALL EBE CERTIFIED T013E LEAD-FREE. AND CONSTRUCT i�I! AND TAPER FLUSH WITH SURFACE;FIRE TAPE PENETRATIONS AT DEMISING WALLS, 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR EXPOSURE#1 COX GRADE,WITH EXTERIOR 13. PROVIDE FULL METAL STRAPS AND HANGERS TO ENSURE PROPER INSTALLATION OF ALL PIPING. ANEW BASEMENT 12. PROVIDE WELDED WIRE MESH REINFORCING IN SLABS AS INDICATED ON THE DRAWINGS. GLUE,AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S.PRODUCT STANDARD /�/ 13. ALL FOUNDATION WALLS SURROUNDING BASEMENT'AREA SHALL BE COATED. CONTRACTOR CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES. 1a. WRAP ALL PIPING WITH INSULATION of R FLO TENT THICKNESS R SATISFY THE ENGINEERING 1 I 1� 8' N SAMPLE WALL INDICATED FROM FOOTING TO BELOW 8. PROVIDE FINAL FINISH THAT IS SMOOTH,WITHOUT DIVOTS,BUMPS,BOWS OR ANY OTHER AS-1,AND SHALL B IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE 1/2"THICK. PLYWOOD REQUIREMENTS FOR HEAT FLOW,VAPOR AND ALL )CAL CODES U ACCORDANCE WITH THE 1 ENTRANCE 1 TO ASSEMBLE A 4'HIGH X LO G ASSOCIATION. SUB-FLOOR PLYWOOD TO BE 3/4"THICK AND ALL WALL PLYWOOD TO BE 1/2"THICK. ALL ROOF RESIDENTIAL CODE OF NEW PORK STATE AND ALL LOCAL CODES HAVING JURISDICTION, I I E-1 [[W�]] W SURFACE BLEMISH,AND READY TO RECEIVE PAINT. SMOOTH FINISH TYPICAL,U.O.N.ON I 2 cc Q FINISHED GRADE LINE,FOR ARCHITECTS APPROVAL.PRIOR TO COMMENCING THE WORK. PLYWOOD TO BE 3/4"THICK. NO O.S.B.TO BE USED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. C� F''--++ Q" 14. CONTRACTOR TO PROVIDE CYLINDER SAMPLES(5 PIER TRUCK)TO BE SENT TO A TESTING PLANS. 4. ALL WOOD POSTS.RESTING ON TOP OF CONCRETE WALLS SHALL HAVE CLIP ANGLE ANCHORAGE TO ELECTRICAL: 31 I= W Iiiiiiiiiiiiiiii LAB TO BE BROKEN OPEN AND TESTED AT 7,14 AND 28 DAYS RESPECTIVELY. NOTIFY CONCRETE BASE ALL POSTS RESTING ON TOP OF STEEL BEAM SHALL HAVE CLIP ANGLES BOLTED OR 1. ALL WORK SHALL COMPLY WITH THE NATIIONAL ELECTRICAL CODE AND ALLSTATE,LOCAL,AND UTILITY 1 EXIST. 1= WARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT PAINTING AND STAINING: WELDED TO THE FLANGES OF THE STEEL BEAM. PROVIDE SOLID BLOCKING UNDER ALL POSTS TO SOLID COMPANY CODES AND REGULATIONS. ( ARAG c � / 4 DELIVERY RECEIPTS INDICATING THE VOLUME AND ESTRENGTH OF CONCRETE DELIVERED 1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON BEARING. 2 CONVENIENCE OUTLETS SHALL 42 L BOVEE I (SHED FL FINISHED FLOOR UNLESS OTHERWISE INDICATED. MI N m ,-� Co�// 5. WOOD STRUCTURAL MEMBERS IN CONTACT W TH MASONRY,CONCRETE OR EXPOSED TO THE ELEMENTS ALL SWITCHES TO BE LOCATED 42"ABOVEE FINISHED FLOOR UNLESS OTHERW SE INDICATED AS PER m EACH DAY. DRAWINGS OR AS SPECIFIED HERE-IN-AFTER NO PAINT FINISH IS REQUIRED ON:ITEMS MUST BE PRESSURE TREATED. RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA RESIDENTIAL CODE OF NEW YORK STATE.:. r- N 1� 15. ALL CONCRETE TO BE POURED MONOLITHICALLY,WATHOUT COLD JOINTS,UNLESS HAVING COMPLETE FACTORY FINISH,EXCEPT AS MAY BE SPECIFIED HEREINAFTER;PUTTY STANDARDS C1 AND C2 FOR WATER BORNE PRESERVATIVE TREATMENT. 3. SUPPLY RECOMMENDED LAMPS IN ALL FI)(XTURES. _ ____ � ������___ _________ PERMISSION IS OBTAINED IN WRITING FROM THE AWCHITECT PRIOR TO PLACEMENT OF SAME. AND/OR SEALANT AT ALUMINUM WINDOWS;NONFERROUS METAL UNLESS SPECIFICALLY 6. FASTENERS AND HANGERS,ETC.TO BE"SIMPSON"OR APPROVED EQUAL IN SIZE AND GAUGES AS REQUIRED 4. INSTALL EXHAUST FANS IN BATHS AND PO)VWDER ROOMS DUCT ALL FANS TO THE EXTERIOR. zL--------------������������ _ e ,�.� MENTIONED IN THE PAINTING SCHEDULE;STAINLESS STEEL;INTERIOR OR EXTERIOR OF AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 5. INSTALL HARD WIRED SMOKE DETECTORS THROUGH-OUT AS INDICATED AND AS PER RESIDENTIAL CODE OF S I8°4S'30"W T h 264,00' NEW YORK STATE AND AT TOP OF STAIR. PROVIDE HEAT DETECTOR AND CARBON MONOXIDE DETECTOR ALT in MASONRY: EXISTING BUILDING,EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED.PAINT `, INTO 1. ALL CONCRETE BLOCK IS TO HAVE"DUR-O-WALL"REINFORCING EVERY SECOND COURSE. GRILLES AND DIFFUSERS. NO PAINT IS REQUIRED FOR INSULATING PIPING,EXCEPT WHERE 7 PROVIDE APPROVED AFT BRIDGING AT WOOD CEILING JOISTS MET O.C.MAXIMUM SPACING. SECURE NEAR BOILER. A N RM. 14 i W E- L TOP COURSE SOLID. ALL FOOTINGS SHALL BEEAR ON UNDISTURBED SOIL WITH A EXPOSED IN FINISHED,NON MECHANICAL ROOMS. BOTTOM E BRIDGING AFTER OSUBFLOORINSTALLED HAS BEEN NAILED. A METAL CROSS BRIDGING SHALL BE USED. 6. SUPPLY G.F.I.OUTLETS 1N ALL BATHROOMAS,GARAGES,AND KITCHEN AND ANY OTHER PLACE WHERE FIL O 8. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND MOISTURE IS PRESENT AND AS PER RESIDENTIAL CODE OF NEW YORK STATE MINIMUM BEARING CAPACITY OF 2 TONS/SQ.FT. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS SPECIFICATIONS. 7. SEPARATE CIRCUITS SHALL BE PROVIDED)FORAPPLIANCES AS REQUIRED. I N V)2. MORTAR MIX TO BE ONE PART PORTLAND CEMENT,(ONE PART LIME PUTTY,AND SIX PARTS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE 9. ALL EXTERIOR WALLS TO BE 2'W"OR 2"x6"@ 16"O.C.DOUGLAS FIR LARCH#1 GRADE WITH AN E=1,700,000 8. PROVIDE EXTERIOR WEATHERPROOF OUTTLETSAS INDICATED ON PLAN. O SAND,OR ONE PART MASONRY CEMENT AND THRREE PARTS SAND. PROVIDE WELDED ELECTRICAL OUTLET AND SWITCH PLATES,MECHANICAL DIFFUSERS,GRILLES, WITH 1/2"CDX PLYWOOD COVERED WITH TYVEK FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD 9. THE CENTER OF THE ELECTRICAL AND CCOMMUNICATION RECEPTACLE OUTLETS SHALL BE INSTALLED NOT WIRE MESH REINFORCING IN WALL,OR FLOOR SLABS AS INDICATED ON DRAWINGS. ESCUTCHEONS, REGISTERS,SURFACE HARDWARE,FITTINGS AND FASTENINGS PRIOR TO BEARING WALLS AND PARTITIONS SUPPORTING WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT LESS THAN 15"ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER GRIP OF THE OPERATING HANDLE Y■ 3. CONTRACTORS TO ASSEMBLE A 4'HIGH X V LONG SAAMPLE WALL INDICATING THE EXACT COMMENCING THE WORK. STORE,CLEAN AND REPLACE UPON COMPLETION. A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST.UNLESS NOTED OTHERWISE OF CONTROLS OR SWITCHES INTENDED Tr0 BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO C "' EFFECT OF ANY MASONRY SURFACE,FOR THE AFRCHITECTS APPROVAL,PRIOR TO 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE 10 WOOD STUD WALLS OR PARTITIONS EXCEEDING 8'-0"IN HEIGHT SHALL HAVE HORIZONTAL WALL BRIDGING CONTROL LIGHTING AND RECEPTACLE OUITLETS,APPLIANCES OR COOKING,HEATING AND VENTILATING r- OR BE ADEQUATELY BRACED AT INTERVALS NOT EXCEEDING EI AT THE 1/2 POINT VERTICALLY IN AN EQUIPMENT SHALL NOT BE MORE THAN 4£B"ABOVE THE FLOOR. m N 4. FILL ALL BLOCK SOLID UNDER ALL LINTELS WITH POIRTLAND CEMENT FILL. FINISH MATERIAL ON AN UNSUITABLE SURFACE UNTIL THE UNSUITABLE SURFACE HAS BEEN APPROVED MANNER. MECHANICAL: N COMMENCING WITH THE WORK. PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO 11. PROVIDE FIRE STOPPING AT THE HALF POINT AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,BETWEEN 0. 1 ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK AND OTHER APPLICABLE NATIONAL AND 5. PROVIDE BRICK VENEER-PIES(HOT GALVANIZED)@220"O.C.VERTICAL AND 16"O.C. MADE SATISFACTORY. FLOORS,FLOORS AND CEILINGS,AND ALL OTHER CONCEALED SPACES, MAKE ALL JOINTS SMOKE TIGHT AS STATE CODES INCLUDING THE INTERNAT11IONAL MECHANICAL CODE,ASHRAE STANDARD,INTERNATIONAL HORIZONTAL EACH WAY TIED INTO WOOD FRAME:OR BACKER BLOCK. 4. FINISH WORK SHALL BE UNIFORM,OF APPROVED COLOR,SMOOTH AND FREE FROM RUNS, PER RESIDENTIAL CODE OF NEW YORK STATE REQUIREMENTS. BUILDING CODE,THE INTERNATIONAL FUEEL GAS CODE,OSHA,NFPA,ASME,ANSI,SMACNA,AND In 6. PROVIDE WEEPHOLES AT APPROPRIATE LOCATIONE3 @ 2'-0"O.C. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN.WHERE 12, MAXIMUM RISER HEIGHT OF ALL STAIRS SHALL BE 7-3/4"AND MINIMUM TREAD SHALL BE 9-1/2"PLUS 1-1/8" ASHRAE/EPA/UL STANDARDS, ALL WORK:SHALL ALSO COMPLY WITH ALL APPLICABLE LOCAL CODES,LAWS 07. MAINTAIN MINIMUM 1"AIR SPACE BETWEEN VENEER2 AND WOOD FRAME WALL. HIGH GLOSS ENAMEL IS USED,LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH NOSING,ALL IN ACCORDANCE WITH RESIDENTIAL 2017 CODE OF NEW YORK STATE OR AS SHOWN ON REGULATIONS,AND ORDINANCES. DRAWINGS. STAIR WIDTH BETWEEN HABITABLE SPACES AT DIFFERENT FLOOR LEVELS,SHALL BE NOT LESS 2 MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS,CONDENSER •b 8. ALL STONE TO BE INSTALLED AS PER THE LATEST S TANDARDS OF THE BUILDING STONE COAT. THAN T BETWEEN HANDRAILS OR BETWEEN HANDRAIL AND A WALL. STAIRS TO A BASEMENT OR CELLAR INSTITUTE(B.S.I.) 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH(1)ONE COAT TINTED PRIMER AND A MINIMUM SHALL BE NOT LESS THAN T WIDE. LOCATION,DUCT SIZES ETC. TO ARCHITEECT PRIOR TO INSTALLATION.MECHANICAL CONTRACTOR TO 9. PROVIDE POURED CONCRETE DEAFENING UNDER ALLL FIREPLACE HEARTHS. OF(2)TWO COATS FINAL COLOR COAT,(UNLESS OTHERWISE RECOMMENDED BY 13. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE, REVIEW STRUCTURAL SHOP DRAWINGS CONFLICTS P NOTIFY THE ARCHITECT OF ANY MECHANICAL AND 10. MAINTAIN 2"MIN.CLEARANCE BETWEEN FIREPLACES/CHIMNEYS AND COMBUSTIBLE MANUFACTURER'S SPECIFICATIONS)TO PROVIDE A SOLID,UNIFORM AND DURABLE FINISH. MANUFACTURER'S RECOMMENDATIONS AND IN CONFORMANCE WITH THE RESIDENTIAL CODE OF NEW YORK STRUCTURAL DESIGN INTENT ANEAT PRIOR TO CONSTRUCTION. MATERIAL AS PER RESIDENTIAL CODE OF NEW YC)RK STATE. ALLOW PROPER DRYING TIME BETWEEN COATS. STATE,INCLUDING THE FOLLOWING: 3. ALL WORK SHALL BE DONE IN A NEAT AND EFFICIENT MANNER AND SO AS TO NOT NEEDLESSLY DAMAGE ANY (0 In 11. ALL FIREPLACES,SURROUNDS AND MANTELS TO BE INSTALLED IN STRICT CONFORMANCE TO 6. DELIVER ALL PAINT TO JOB SITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S PORTION OF WORK PERFORMED BY DITHERS. F FIRE UNDERWRITERS SPECS.AND RESIDENTIAL(CODE OF NEW YORK STATE. LABEL,AND SHOWING PAINT TYPE, SHEEN AND COLOR. 13.A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE AND AS PER ENCLOSED bA Z 12. PROVIDE GAS LINES FOR LOGKITS OR STARTER MANIFOLDS AS DIRECTED ON PLANS. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER NAILING SCHEDULE. BRACE,PLUMB AND LEVEL ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS, � v PROVIDE LOGKITS FOR ALL PREFABRICATED FIREPLACES. FOR THE MATERIAL ON TO WHICH THEY WILL BE APPLIED.PAINTING CONTRACTOR SHALL SPIKES,AND BOLTS TO ENSURE RIGIDITY. 3 13. ALL STONE TO BE INSTALLED IN 2'-O"(VERT)LIFTS ALLOWING SUFFICIENT TIME FOR MORTAR FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. 13 B. LAP JOISTS E TRUSSES OVER BEARING BEAM TO SECURED TOGETHER. SECURE BUTTED JOISTS WITH 1"VIDE BY 18"METAL STRAPS AND TWO 8d NAILS TO EACH JOIST. Q TO CURE. LOCATION MAP Date Revision/Issue 11 12/02/24 ISSUED FOR REVIEW __ _.�_ p _ . U � ZONE:R-40 `° Shore °' COMPLIANCE WITH APPENDIX J OF THE 2020 NYSUCS: REFERENCE: � ---t( � -- , Acres" � 1�; Drawn By: SITE INFORMATION O �"r\� , \ 7 � M. MONTALBANO -RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2020 NYS RBC THIS PROJECT SHALL BE IN COMPLIANCE WITH SECTION AJ304 AS THIS IS -WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DEEMED TO BE A LEVEL 2 ALTERATION. REQ'D PROV'D Dennis"Residence er- V 2755 Westphalia Rd 4=8 r/ DWELLING FOR HIGH WIND 2018 EDITION. F.Y.SETBACK \. W \ ,25 J Mattit-k M'11952_ Project# R.Y. SETBACK 711_",�-` (� 24-13 8 S.Y. SETBACK �I fl/ k / u TOTAL S.Y. SETBACK '-' I-1\p \� ' V�S� �� /� 5iv/ Mattituck Scale ,, ph �N ttifu� Airbase �'� ,ud\U�is. Og J f. AS NOTED CONSTRUCTION DRAWINGS NOTE: MAX((EIGHT , t ,a� V _,�'�� COMPLIANCE STATEMENT � �� �b.. IN LOT SIZE a + I t Date TO THE BEST'OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEME THE CONSTRUCTION DRAWINGS SHALL BE IN COMPLIANCEEXIST. IST FLOOR �- 4s, Mid oun 11-28-24 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ACCORDANCE WITH SECTION R103 WITH THE 2020 N.Y.S.RBC ( °=03 \/ ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, EXIST.2ND FLOOR �' � � - a USING CHAPYER 4 OF THE 2020 NYS ECCC. PROP.CELLAR ENTRANCE �'oc, W.\� a 11 Sheet# - TOTAL e, y / i`; I - " � \ 25 d� - . I­ I_I I--, 1\�, W .I II TOTAL F.A.R. � "'_ ��` �,�) . i I , /f \�� C� 1.01 mi �� ------------r I 11- __T_ 11, '1r0,I I bI ,_­ . i I TABLE 3 . 1 NAILING SCHEDULE BUILDING PLAN REVIEW NOTE: ,t GENERAL NOTES_ TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE& TWO FAMILY DWELLINGS (2018 EDITION) BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM 0 INSTALLED IN ACCORDANCE WITH CHAPTERS ❑ o �,�_�z. � o 1. THE MECHANICAL SYSTEM SHALL BE INs ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF SOUTHOLD AS SPECIFIED IN 'THE Number of Number of � � � 12-24 OF THE 2020 N.Y.S.CODE. BUILDING AND /OR 2020 RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT Joint Description Common Nails Box Nails Nail Spacing �\ 2.THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS �J 2s-32 of THE 202o N.Y.S.CODE. GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE ROOF FRAMING - 3.ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENTS IS: Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter w Q WITH CHAPTERS 33-42 OF THE 2020 N.Y.S.CODE. 4.EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist O O In - ACCURATE, WITH SECTION R613.5. ALL GLAZING IS TO COMPLY WITH SECTION R308. -- 2" Ceiling Joist t0 Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap O Z w - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, E� d v - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap a C)5.IN ACCORDANCE WITH SECTION R303.6,AILL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO IILLUMINATE THE STAIRS,INCLUDING Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie p O a LANDINGS AND TREADS. SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, - 6.IN ACCORDANCE WITH SECTION R807.1,AIN ATTIC ACCESS OPENING SHALL BE - IS THE RESPONSIBILITY OF THE LICENSEE. N Blocking to Rafter (Toe-nailed) 2- 8d 2-10d each end PROVIDED TO ATTIC AREAS THAT EXCEEID 30 S.F.AND HAVE A VERTICAL HEIGHT OF Rim Board to Rafter (End-nailed) 2-16d 3-16d each end Con a w x 30"OR GREATER.THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"00" AND SHALL BE LOCATED IN A HALLWAY iOR OTHER READILY ACCESSIBLE LOCATION. #8 PRE-DRTLLIED WINDOW- U TABLE R301.2.1.2 JAMB HOLE WALL FRAMING �' Z W 7.IN ALL FRAMED WALLS,FLOORS AND RO(OF/CEILINGS COMPRISING ELEMENTS OF WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE FOR WOOD STRUCTURAL PANELS a b,c P W Top Plate to Top Plate (Face-nailed) 2-16d1 2-16d1 per foot INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE FASTENER SPACING PLYWOOD PAINEL Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints - each side WITH SECTION R318. FASTENER 4 FEET 6 FEET 11 TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN TYPICAL PRE-DILLED HOLE Stud to Stud (Face-nailed) 2-16d 2-16d 24 O.C. _ 8.WALL AND CEILING FINISHES SHALL HAVIE A FLAME-SPREAD CLASSIFICATION O <4 FEET _ <6FEET _ <BFEET Header to Header (Face-nailed) 16d 16d 16" o.c. along edges NOT GREATER THAN 200 AND A SMOKE-D)EVELOPED INDEX OF NOT GREATER 2�"46 WOOD 16" LO CA.T OWINDOW Q THAN 450 IN ACCORDANCE WITH SECTIOIN R315. 12" 9" Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA) (see Table 3.5A) per stud 9.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 AND SCREWS A SMOKE-DEVELOPED INDEX OF NOT GRIEATER THAN 450 IN ACCORDANCE 2�'#8 1'2 1'2 WITH SECTIONR316. WOOD 16" 16" 12" Bottom Plate to Floor joist, Bandjoist, Endjoist 2-16d 2-16d per foot SCREWS 10.INTERIOR WALL COVERING SHALL BE INTSTALLED IN ACCORDANCE WITH or Blocking (Face-nailed) SECTION R702 AND EXTERIOR WALL COVIERING SHALL BE INSTALLED IN FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 mm, 1 POUND=0.454 kg, 3 00 00 FLOOR FRAMING '- ACCORDANCE WITH SECTION R703. 1 MILE PER HOUR=.44M/S 4@) 11.ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. a.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH Joist to Sill, Top Plate or Girder (Toe-nailed) 4- 8d 4-10d per joist Q Z N N 12.IN ACCORDANCE WITH SECTION R321,AIPPROVED NUMBERS OR ADDRESSES AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. w b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL Bridging to Joist (Toe-nailed) 2- 8d 2-10d each end 7 a SHALL BE PROVIDED FOR ALL NEW BUILIDINGS IN SUCH A POSITION AS TO BE c� PLAINLY VISIBLE AND LEGIBLE FROM THIE STREET OR ROAD FRONTING THE PROPERTY. PANEL. Blocking t0 Joist (Toe-nailed) 2- 8d 2-10d each end H a c. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL U) w a 13.STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R311.5 BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block W W AND HANDRAILS SHALL BE PROVIDED INT ACCORDANCE WITH SECTION R311.5.6. ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. TYPICAL WINDOW PANEL Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist J H Joist on Ledger to Beam (Toe-nailed) 3- 8d 3-10d per joist w TABLE R301.7 TABLE R3011.5 Band Joist to Joist (End-nailed) 3-16d 4-16d per joist Q ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY Band Joist to Sill or Top Plate (Toe-nailed) 2-16d1 3-16d per foot WIND UPLIFT DESIGN TABLE R507.8 STRUCTURAL MEMBERS DISTUBUTED LIVE LOADS WOOD FRAME CONSTRUCTION MANUAL DECK POST HEIGHT ALLOWABLE (IN POUNDS PER SQUJARE FOOT) ROOF SHEATHING FOR ONE&TWO FAMILY DWELLINGS(2018 EDITION) STRUCTURAL MEMBER DEFLECTION USE LIVE LOAD Wood Structural Panels 8d 10d (see Table 3.10) -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION DECK POST SIZE MAXIMUM HEIGHTa gh Diagonal Board Sheathing -TABLE 3.2,3.2A-C RAFTERS HAVING SLOPES GREATER THAN 3/12 ATTICS WITH LIMITED STORAGE ' 20 g g -SECTION 3.2.2.3 WALL,ASSEMBLY TO FOUNDATION WITH NO FINISHED CEILING ATTACHED TO L/180 b 1"X6" or 1"x8" 2-8d 2-10d per support -TABLE 3.4B 4"x4" 8' RAFTERS ATTICS WITHOUT STORAGE 10 -SECTION 3.2.2.2 WALL,ASSEMBLY TO WALL ASSEMBLY " -TABLE 3.4,3.413 4"x6 8' INTERI ATTICS WITHOUT STORAGE WITH STAIRS 30 1"x10" or wider 3-8d 3-10 per support OR WALLS AND PARTITIONS H/180 -SECTION 3.2.3.1 HOLDDOWNS EXTERIOR BALCONIES AND DECKS 40 CEILING SHEATHING -TABLE 3.17F 6 x6 14 FLOORS AND PLASTERED CEILINGS L/360 -SECTION 3.2.5.4 HEADER AND/OR GIRDER TEO STUD ALL OTHER STRUCTURAL MEMBERS L/240 FIRE ESCAPES 40 Gypsum Wallboard 5d coolers 5d coolers 7" edge / 10" field -TABLE 3.7 -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY GUARDRAILS AND HANDRAIL` 200 Z -TABLE 3.4,3.4B EXTERIOR WALLS WITH PLASTER OR STUCCO WALL SHEATHING -SECTION 3.2.5.1 RIDGE STRAPS FINISH H/360 GUARDRAILS IN-FILL COMPONENTS4 50 0N -TABLE 3.6,3.6A a Wood Structural Panels 8d 10d (see Table 3.11) a PASSENGER VEHICLE GARAGES 50 �•• EXTERIOR WALLS-WIND LOADS WITH BRITTLE L/240 Structural Fiberboard Panels FINISHES ROOMS OTHER THAN SLEEPING ROOMS 40 � �-+ `TABLE 3.4B a SLEEPING ROOMS 30 1/211 11 ga. galv. roofing nail - 3" edge / 6" field W RE EXTERIOR WALLS-WIND LOADS WITH 40 c (0.120"X1-1/2"long x 7/16" head) w W UPLIFT STRAP CONNECTION O REQUIREMENTS FLEXIBLE FINISHES L/120 STAIRS Q j W (ROOF-TO-WALL, WALL-TO)-WALL, AND WALL-TO-FOUNDATION) FOR SUBNOTES REFER TO THE 2020 N.Y.S.CODE 2S/32" ga. galy. roofing nail _ 3" edge/ 6" field U 11 � (PRESCRIPTIVE ,ALTERNATE TO TABLE 3.4) NOTE:L=SPAN LENGTH,H=SPAN HEIGHT Im TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT (0.120"x1-3/4"to ng x 3/8" head) Im N FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION) AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. W" b.FOR CANTILEVER MEMBERS,L SHALL BETAKEN AS TWICE THE LENGTH OF THE Gypsum Wallboard 5d coolers 5d coolers 7 edge/ 10" field CANTILEVER. DEAL)LOAD ASSUMPTION: ROOF/CEILING ASSEMBLY DL= 15 psf c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF Hardboard 8d 8d (see Table 3.11) � C G y SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR Particleboard Panels 8d 8d (see manufacturer) LLI O SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.FOR U) THREE SECOND GUST WIND 195 SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO 110 115 120 130 140 150 160 170 180 �/ SPEED(nlp}l.) COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120 Diagonal Board Sheathing w m W FRAMING TABLE R402.2 1"x6" or 1"x8" 2-80 2-10d per support , a Q ROOF ]NUMBER OF 8d COMMON NAILS or 10d BOX SPACING SPAN(ft.) `NAILS IN EA.END OF 1-Y4"x20 GAUGE STRAP 1,2,3,4 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 1"x10" or wider 3-8d 3-10d per support (in.) MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c)a [ N 12 1 1 1 1 1 2 2 2 2 3 FLOOR SHEATHING 16 1 1 1 1 2 2 2 3 3 3 TYPE T LOCATIONS OF WEATHERING POTEENTIAL O a 1 1 1 2 2 2 3 3 3 4 CONCRETE CONSTRUCTION 20 NEGLIGIBLE MODERATE SEVERE Wood Structural Panels 12 24 1 1 1 2 2 2 3 3 4 4 U 28 1 1 1 2 2 3 3 4 4 5 BASEMENT WALLS,FOUNDATIONS AND OTHER 1" Or less 8d 10d 6" edge / 12" field N 2,500 2,500 2,500 ` n �� �� � 32 1 1 2 2 2 3 3 4 5 5 CONCRETE NOT EXPOSED TO THE WEATHER greater than 1 10d 16d 6 edge / 12 field a 36 1 1 2 2 3 3 4 4 5 6 Diagonal Board Sheathing BASEMENT SLABS AND INTERIOR SLABS ON GRADE, ` 1"x6" or 1"x8" 2-8d 2-10d per support N 12 1 1 1 2 2 2 2 3 3 4 2,500 2,500 2,500 16 1 1 1 2 2 2 3 3 4 4 EXCEPT GARAGE FLOOR SLABS �� �� 20 1 1 2 2 2 3 3 4 4 5 Q BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR 1 x10 or wider 3-8d 3-10d per support 16 24 1 1 2 2 3 3 4 4 5 6 WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3'000 d 3,000 d 0 28 1 2 2 2 3 3 4 5 5 7 EXPOSED TO WEATHER i Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge. Alternative nailing schedules Shull dp § 32 1 2 2 2 3 4 4 5 6 7 be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed 3 inches on-center at the panel edge to 3 36 2 2 3 3 3 4 5 6 7 8 PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 2,500 3,000 de de be WEATHER,AND GARAGE FLOOR SLABS obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors shall be Q 12 1 1 1 2 2 2 3 3 4 4 used to maintain the load path. 16 1 1 2 2 2 3 3 4 4 5 FOR SI:I POUND PER SQUARE INCH=6,895 kPa 20 1 2 2 2 3 3 4 4 5 6 A.AT 28 DAYS PS[. 2 When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to Date Revision Issue 19.2 24 1 2 2 2 3 4 4 5 6 7 B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. 28 2 2 2 3 3 4 5 5 7 8 C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CCONCRETE IN 1-16d nail per foot. 12/02/24 ISSUED FOR REVIEW ACCORDANCE WITH FOOTNOTED. 32 2 2 2 3 4 4 5 6 7 9 D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR',MORE THAN 36 2 2 2 3 4 5 6 7 8 - 7 PERCENT. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. TABLE R301.5 12 1 2 2 2 2 3 3 4 4 s 16 1 2 2 2 3 3 4 5 5 6 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 20 1 2 2 3 3 4 5 5 6 7 (IN PONDS PER SQUARE FOOT) 24 24 2 2 2 3 4 4 5 6 7 8 WIND DESIGN SUBJECT TO DAMAGE FRONJI INTERIOR SPACES INTENDED FOR HUMAN Drawn By: 28 2 2 2 3 4 5 6 7 8 - SEISMIC WINTER ICE BARRIER AIR MEAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR 32 2 2 3 3 4 5 6 7 9 - GROUND FLOOD M. MONTALBANO w DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL TEMPERATURE of NOT LESS THAN USE LIVE LOAD 36 2 3 3 4 5 6 7 8 - - Q SNOW Speed Topographic Special wind Windborne debris f Weatheringa b Terrmite` e h HAZARDS g ; 68 DEGREES FAHRENHEIT AT A POINT 3 FEET O p CATEGORY depth TEMP REQUIRED INDEX TEMP ABOVE THE FLOOR ON THE DESIGN HEATING Project# 1.PRESCRIPTIVE LINITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. U LOAD° (mph) effectsk region' zonem p UNINHABITABLE ATTICS WITHOUT STORAGE ]0 J � DAY SYSTEM DESIGN SHALL BE 2.TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING > E 24-138 Insert DEGREES HEATING,MINIMUM BASED DEGREES REESMAX 72 UNINHABITABLE ATTICS WITH LIMITED STORAg G>� 20 LOCATED IN EXPOSURE B. Z 1 mile from the COOLING HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIR S 30 3.TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND o 20 130 NO NO B SEVERE 36" HEAAVY 150 YES flood zone 452 52.7° DEGREE DAYS(NY LAGUARDIA)4811,WINTER Scale o coast or N/A DESIGN TEMP 15,DRY BULB 89,WET BULB 75 BALCONIES(EXTERIOR)AND DECKS 40 AS NOTED CEILING ASSEMBLY DEAD LOAD OF 9 PSF(0.60 x 15 psf=9 psf). N IF A CEILING ASSEMBLY IS NOIT PRESENT OR IF THE CEILING (2015 IPC APPDX D) ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY,THE MANUAL J DESIGN CRITERIA ALSO AS PER NYSBC 2020 CHAPTER 16 SECTION FIRE ESCAPES 40 TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT w 1609 AND ASCE 7 2016 -WIND EXPOSURE Indoor Heating CATEGORY AND SURFACE ROUGHNESS IS B. GUARD AND HANDRAILSd 200b Date EACH END OF THE STRAP. Z Elevation Latitude Winter Summer cooling Altitude design Design temperature cooling temperature USE C FOR BOTH SOUTH SHORE AND FIRE GUARD IN-FILL COMPONENTS£ S0a 11-28-24 4.MINIMUM ASTM A653 GRADE 33 STEEL STRAP. heating correction facaor temp. ISLAND. PASSENGER VEHICLES GARAGLfS 50a � difference 98 ft. 40° 15° 85° 1 70 75° 55° TOWN OF SMITHTOWN IS WITHIN A HURRICANE Sheet# w PRONE REGION ROOMS OTHER THAN SLEEPING ROOMS 40 Cooling temperature Wind velocity Summer Wind velocity heating Coincident wet bulb Daily range Winter humidity SLEEPING ROOMS 30 H difference cooling Humidity 150 15 MPH 7.51 720 Medium 45-55% 32 GR@50%RH STAIRS 40` II i NAILING AND STRAPPING ANCHOR BOLT SPECIFICATION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) TABLES 3.2B,3.2C,3.3A Qs � N z NOTE: RIDGE HOLD DOWN CONNECTION NOTE: o �: ;s EL 0 ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR TYPICAL TYPICAL '°�- ° BOARD (REQUIRED AT EACH BUILDING CORNER&O.H.GARAGE DOOR JAMBS) SEE TABLE R301.2(l)SHT.N-1, �� SPACING CORNERS 'SIMPSON'EQUIVALENT-CS20(COILED STRAP) ROOF (SEE FLOOR PLANS FOR LOCATIONS) FOR WIND SPEED ALL COIL STRAPPING TO HAVE MINII!" 12"BEARING ON WALL STUDS(ALL RAFTER TABLE 3.17F 3'-0"O.C.(130 MPH) 6"MIN. STRAPPING SHALL,BE INSTALLED AS,PER MANUF. SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16i"O.C. 2'-6"O.C.(140 MPH) 12"MAX. ALL TABLES REFER TO 2018 W.F.C.M. COLLAR TIE @ 32"O.C.MAX. R Q W Q L————— WHEN RIDGE IS STRAPPED. C) AT RAFTER TO RIDGE CONNIECTION C.T.@16"O.C. WHEN NO .• •! a • .. ; , :. _ _ z �. z , a FOR RIDGE STRAP- 4-8d COMMON NAILS OR STRAPPING IS USED. N O z U 4-1Od BOX NAILS INI EA. LEND OF STRAP.-TABLE 3.6A PLAN OC),41 E" a � FOR ALT.COLLAR TIE- 4-1 Od COMMON NAILS OR ROOF SECOND FLOOR ATTACHMENT > w W z 4-12d BOX NAILS IN EA. ` RAFTER (REQUIRED FOR ALL NEW CONSTRUCTION a W END.-TABLE 31.6A `o� AND SECOND FLOOR ADDITIONS) J 3"SQ.x 5116" WASHERS z W NOTE: ————— — &END NUT SETUP z COORDINATE w/TABLE 3.413 SHT.N-t CEILINGON FOR ALL STRAP CONNECTION REQUI[REMENTS JOIST " DOUBLE SILL PLATE SIMPSON"HDU5SDS 2.5 COPPER TERMITE SHIELD w/SILL INSULATION w AT RAFTER TO TOP PLATE 2-16d COMMON • 5/8"DIA.ANCHOR � BOLTS(TYP.) TO STUD CONNECTION 1-1/4"x20 GA. NAILS @ 6"O.C.FOR • FULL LENGTH OF FOR STRAP- ('SEE TABLE 3.4B SH'T.N-1) STL.STRAP OR cv STUD POURED CONCRETE ! AT EACH END OF STRAP "SIMPSON"CS-20 � BLOCK ► , :: CIE I @ ENDWALL FOUNDATION WALL FOR ALTERNATE• 14-10d NAILS AT'EA. STRAP, '•� s• 0SIMPSON"MTS 12 AS PER MANUF'R6 REQ'TS. too- � (TWO STRAPS TOTAL) _0 (MEETS OR EXCEEDS UPLIFT SECTION a o � REQ'TS OF TABLE 3..4) - NOTE: �; NOTE: z "SIMPSON"HDU5SDS 2.5 1.) USE 5/8"DIA.ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO Q M FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR � CONCRETE W/3" SQUARE x 5116"WASHERS AND END NUT SETUP. W�W JOIST TO HEADER CONNECTIONS PR(OVIDE"SIMPSON" SHOE PL. 2.)ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED "LSSU210"ADJUSTABLE HANGER. SUBFLR. BY HOLD DOWNS FOR SHEARWALLS. W '' a 3.)ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO RIM JOIST FLOOR ALL STRAPPING ANCHORS HOLD DOWNS,& 12"MAXIMUM FROM ENDS AND CORNERS. W Q H-+ AT STUD TO FLOOR ASSEMBLY JOIST ADHESIVES TO BE INSTALLED AS PER W TO STUD CONNECTION MANUFACTURES SPECIFICATIONS. (ONLY APPLICABLE FOR TWO-STORWY k TOP PL. CONFIGURATIONS) SPLICING OF TOP PLATE FOR STRAP- (SEE TABLE 3.413 SHtT.N-1) VMIIMPSON" N z (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) AT EACH END OF STR AP TS 16 - TABLE 3.21 FOR ALTERNATE•- l4-1 Od NAILS AT"EA.STRAP, "SIMPSON"MTS 16) AS PER MANUF'RS REQ'TS. (Two STRAPS TOTAL) FIRST FLOOR ATTACHMENT TOP PLATE SPLICE TOP PLATESPLICE REQUIREMENTS REQUIREMENTS (MEETS OR EXCEEDS UPLIFT 1-1 4"x20 GA. (REQUIRED FOR ALL NEW CONSTRUCTION ONE STORY SLAB-ON-GRADE ALL OTHER CASES REQ'TS OF TABLE 3.4) STL. STRAP OR AND FIRST FLOOR ADDITIONS) "SIMPSON"CS-20 FOR SECOND- STRAPPING TO OVERLAP _ z Building Dimension Minimum Splice Building Dimension Minimum Splicce FLR.ADDITIONS FIRST&SECOND FLOOR (ft.) Length(ft.) 1,2,3 (ft) Length(ft.) 1,2,3 STUDS BY MIN. 12" SHOE PL. "SIMPSON"HDU5SDS 2.5--Al2'-0" 3'-O" 12'-0" 2'-O" NOTE: SUBFLR. 2-16d COMMON 0 Cq 16'-0" 4'-0" 16'-O" 3'-0" NAILS 6" O.C.FOR 1, rn ALL CLIPS&STRAPS CAN BE MOUNTiED RIM JOIST FLOOR 20 -0 5-0 20 -0 4-0 FROM EITHER ALLEXTERIOR OR AL1L JOIST FULL LENGTH OF INTERIOR,BUT NOT A COMBINATIOrN OF BOTH. BLOCKING 6100 STUD 24'-0" 6'-0" 24'-0" 4'-O" W y..; SILL PL. @ ENDWALL p 28'-O" 7'-0" 28'-0" 5'-0" z AT STUD TO FLOOR ASSEMBLY 32'-0" 8'-0" 32'-0" 6'-0" TO SILL PLATE CONNECTION ., a. ' 36'-0" 9'-0" 36'-0" 7�_0� J W • a 40'-0" 11'-0" 40'-0" 8'-0" FOR STRAP- (SEE TABLE 3.4B SH[T.N-1) • ' ° a W Q " AT EACH END OF STRAP p.• .' . (n H � 50'-O" 13'-0" 50'-0" 10'-0" Q 7/8"DIA.THREADED ROD EMBEDDED 12 1/2"INTO • • 60'-0" 1614" 60'-0" 12'-O" U W CONCRETE W/'SIMPSON'ET((HIGH STRENGTH EPDXY •• CC ADHESIVE)&FOR TEMPERALTURES(0 DEG.TO 40 DEG F) 70'-0" 19'-0" 70'-0" l4'-O" G c 1-1/4"x20 GA. USE'SIMPSON'AT(HIGH STRIENGTH ACRYLIC ADHESIVE) W 80'-0" 22'-0" 80'-0" l 6'-0" Z STL.STRAP OR TOP PLATE SPLICE LENGTH Q AT STUD TO FLOOR ASSEMBLY "SIMPSON"cs-20 4 W TO SILL PLATE CONNECTION V 1 V�� ECTION 1.)TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO- (SLAB ON GRADE AND/OR GARAGE)WALL APPLICATIONS) TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING W a •.••.ti'!+ •'', q' r EQUIVALENT NUMBER OF NAILSO PROVIDE AN �/� Q Corn STRAP- (SEE TABLE 3.4B SHIT.N-1) *�AT EACH END OF STRAP : . 2.)TABULATED SPLICE LENGTHS ASSUME A BUILDING 0 LOCATED IN EXPOSURE B OR C. ~ " � :- 3.)TOP PLATES SHALL BE A MINIMUM OF STUD GRADE O Hill MATERIAL. Ii w/ N ... a: IL END VIEW SECTION NAILING & STRAPPING AT TYP.PROVIDE RAFTER TO KING ATTACHMENT WHEN an Z FLOOR & ROOF EXTERIOR WINDOW / DOOR HEADERS ALIGNED OR RAFTERS AND PLYWOOD LENGTH'L' 3 KINGS TO PLATES c o DIAPHRAGM BRACING STU%BEARING \ �� (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEViV ADDITIONS) ra (REQUIRED FOR ALL NEW CONSTRUCTION AND!/OR NEW ADDITIONS) RATIO LIMITS=H/L<31,/2 SECTION 3.3.5&3.5.5 PLATE i TYP.PROVIDE RAFTER TO Date Revision/Issue I I NAILING SCHEDULE 'B� : (2018 W.F.C.M.) "CRIPPLE"CONNECTION PLYWOOD NOT SHOWN FOR I I ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS H2A OR EQUAL OR STRAP CLARITY 12/02/24 ISSUED FOR REVIEW RIDGE I Notation DETAIL @LEFT x SOLID BLOCKING @SEAMS Rough A B C D H BLOCKING 2 BAYS Opening TYP. STRAPPING -- -- - -- WALL SHEATHING TO BE NAILED BACK @ 48"o.c. DOUBLE 2x MIN. 2'-0" (1)2x4 I 1 1 NAILING AS PER AS PER TABLE 3.1 SHT.N-1 21015 a I I FOR HEADER OR BEAM TABLE 3.4B SHT.N-1 ' 4'-0" (1)2x4 2 2 2 � I I I W.F.C.M. Drawn By: ATTIC < %"ROD REQUIRED I AT EA.END OF STRAP q FOR STUY I THREADED ROD 6'-0" (2)2x4 OR(1)2x6 3; 3 3 C 3 PLYWOOD SHEATHING M. MONTALBANO w 8'-0" (2)2x4 OR(1)2x6 3 4 4 FOR NUMBER OF 8D COMMON NAILS @ 6" 10'-0" (2)2x6 41 5 5 JACK STUDS REFER I I I O.C.EDGE&FIELD. Project# A TO FLOOR PLANS 24-13 8 12'-0" (2)2x6 5 6 6 B HOLD DOWN SEE DETAILS FIRST&SECOND FL. o CNW COUPLER NUT Notations : THIS SHEET Scale MIN.EDGE DISTANCE A. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO AS NOTED AS PER MANUF. DOORS) -T 17 B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF NAILING AS PER O TYP. STRAPPING �. : D Date NOTE: 11-28-24 BLOCKING 2 BAYS s" off: HEADER TABLE 3.4B SHT.N-1 1.SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, BACK @ 48"o.c. :�•'.�t C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT AT EA.END OF STRAP SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. MIN.END DISTANCE KING STUD TO END IL HEADER AT EACH SIDE 2.HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. AS PER MANUF. Sheet# EXCEPTION: 3.REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD WHEN AN ATTIC FLOOR OR CEILING DIAPIHRAGM IS USED TO BRACE THE NOTE: PATH, GABLE ENDWALL BLOCKING IS NOT REQUIRED). JACK IS USED,ADDITIONAL ROOF HOLLOW COLUMN DETAIL D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE 1 1/4"X20 GAUGE SHEARWALL SEG. DETAIL (TYP) JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT STEEL OR'SIMPSON'EQUIVALENT MM2 APPLY TO DOORS) CS20(COILED STRAP) i n.. S h "Y'UP air .,r { d. { *f t a. S t' 1 q i I r - t t l E r- , i .. t.. ._k �Gt b0 U r '0 ly N sLL 1 o yv t.v o O Table 3AA Rafter and/or Ceiling Joist to Top Plate Lateral and Table 3.5A Top and Bottom Plate to Stud Lateral Connections Exposure B Table 3.5A Top and Bottom Plate to Stud Lateral Connections Exposure C Shear Connection Requirements Exposure for Wind Loads for Wind Loads ��a 5 psi , �P (Prescriptive Alternative to Table 3.4) (Prescriptive Alternative to Table 3.5) (Prescriptive Alternative to Table 3.5) - Wind Speed Wind Speed Wind Speed 3-second gust(mph) 3-second gust(mph) 90 95 100 105 130 115 120 130 140 150 160 170 180 195 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 g ( p ) 90 95 100 105 11Q 115 120 130 140 150 160 170 180 195 See Figure 1.1 (See Figure 1.1) (See Figure 1.1) Wall Stud Stud 1 O Z Q W Rafter/Ceiling Joist Number of 8d Common Nails or 10d Box Nails(Toenailed) 1 Spacin Wall Hei ht ft Spacing(in.) Height Required in Each Rafter and/or Ceiling Joist to Top Plate Connection1,213A Spacing Wall Height(ft) Required Number of 16d Common Nails or 40)d Box Nails per Stud to Plate Connection(plf) g g ( ) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf) O W a (ft.) (in.) 8 2 2 2 2 2 2 2 2 3 3 3 3 3 3 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �- Z a O z 12 3 3 3 3 3 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Q ~ (� Q 10 2 2 2 2 2 2 2 2 3 16 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 ,..,=1,2. 2_ 2 2 , 2-,,. , -2 .��-,2, .�2 Z. Z 2.� Z_., w,.2... . .. ,Z..,.,_ _,2 .., m 12 2 - 2 2 2 2 2 2 2 2 2 '2 2.m� ...3., M 3a,.;., O O `rr U a �' 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 y 12 14 2 2 2 2 2 2 2 2 2 2 2 3 3 4 (� W 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 0 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 F- 24 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 E- W 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 2 Prescriptive limits are based on assumptions in Table 3.4. 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 p' `u T z When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter and telling joist shall equal or exceed the tabulated number of nails required. 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 �_ 20 2 2 2 2 2 2 2 2 2 3 3 4 4 5 �- ' C 3 To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate or 3 toenails In each side when 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 C 8 2 2 2 2 2 2 2 2 2 2 2 2 3 3 fastened to a 2x6 top plate. 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 0 "�, `^ 10 ^ Where top plate-to-ridge heights exceed 10',they shall be adjusted as follows: --.. ., 16 14 � 2�� .-n_2.a.,. ..:Z,,.�x, �,-,,,�,�� r,�.,.a„ „��2::,.. .�,.�, 2 2 2 3 12 2 2 2 2 2 2 2 2 2 2 2 2 3 �3 N 12 2 2 2 2 2 2 2,.„. M.�.2.,.,-- ,..�„2:-.,. 3�� �3 -3' 4� 4 Wall Height 8' 10, 16 14, 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 3 3 4 4 5 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 Z 16 „ 2 2 2 2 2 2 2 2 3 - 3 4 4 . 5 5 Top Plate to Ridge 18 2 2 2 2 2 2 2 3 3 3 4 4 5 6 Height(ft) Adjustment Factor 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 10' 1.00 1.00 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 20 2 2 2 2 2 2 2 3 3 4 4 5 5 6 is, 1.15 1.25 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 8 2 2 2 2 2 2 2 2 2 3 3 4 4 5 20' 1.40 1.50 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 SO 2 2 2 2 2 2 2 3 3 3 4 4 5 6 Q 2 2 2 2 2 3 3 4 4 5 12 2 2 ., 2 �z .. >. ��.. :2 3 4 .4. .. .. ­7 ;6_:� 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 24 14.• 2t ^ 2 2 2 2 3 3 3 4 4 5 5 6 7 Qi �+ 16 2 2 2 2 2 2 2 3 3 3 4 4 S 6 16 2 2 2 2 3 3 3 4 4 S 5 6 8 O Table 3AA Rafter and/or Ceiling Joist to Top Plate Lateral and xposl�re 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 18 2 2 2 3 3 3 3 4 4 5 6 7 7 9 i- W ONO 00 U Shear Connection Requirements 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 20 2 2 3 3 3 3 4 4 5 6 6 7 8 9 z 1 Prescriptive limits are based on assumptions in Table 3.5. 1 Prescriptive limits are based on assumptions in Table 3.5. Cn � (Prescriptive Alternative to Table 3.4) Wind Speed 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 See Figure 1.1 ■ � .-. � a � Q Rafter/Ceiling Joist Wall Number of 8d Common Nails or 10d Box Nails(Toenailed) Spacing(in.) Height Required in Each Rafter and/or Ceiling Joist to Top Plate Connection1,2,3,4 (ft.) 8 2 2 2 12 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 W 16 8 2 2 2 3 3 3 3 3 3 3 3 3 4 4 10 2 2 2 3 3 3 3 3 3 3 4 4 4 5 14 24 8 3 3 3 4 4 4 5 5 5 5 5 5 6 6 10 3 3 3 4 4 4 5 5 5 5 5 6 6 8 t Prescriptive limits are based on assumptions in Table 3.4. z When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed the tabulated number of nails required. 3 To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate or 3 toenails in each side when fastened to a 2x6 top plate. 4 Where top plate-to-ridge heights exceed 10',they shall be adjusted as follows: Wall Height 8' 10, Top Plate to Ridge Adjustment Factor Height(ft) 10, 1.00 1.00 1s, 1.15 1.25 20' 1.40 1.50 N AMERICAN WOOD COUNCIL AMERICAN WOOD COUNCIL AMERICAN WOOD COUNCIL O N Copynght 0 2ov AWC ALL RIGHTS RESERVED Accented by Laurie Muscheld(hnuschrid@hrookh-en org),(Town ofBrookhaven)Order Number emn8aaa<3 on May 15.M2o 1002 AM(PDT)pursuant to Copyright C 2on AWC.ALL RIGHTS RESPRVED Accessed by Laurie Mu held(Imuuacheid@brockhmn org),(Town of Brookhaven)Order Number#100884843 on May 15,2020 10.02 AM(PDT)pursuant to Copyright 0 2on AWC.ALL RIGHTS RESERVED Accessed by Laurie M-heid(Imuxh,id@brookhmn mg),(Town of Brookhaven)Order Number a IMS84943 on May 15,M20 1".02 AM(PDT)pursuant to to License Agreement with AWC.No further reproduction,no Iscrnse Agreement with AN'C.No further reproduction,no ,� License Agreement with AWC.No further reproduction,no Figgg .. ,. _ r ., , ,, - .. - .. . 4s i ., Y , )Svc r a. I � � e1 t 1 tP 0 4r P e%. t w' a t LU J1. Z � WU n Requirements Table A-3.6 Ridge Tension Strap Connection Requirements for Q Table A 3.6 Ridge Tension Strap Connection Requirements for xposure Table 3.9A Rafter/Ceiling Joist Heel Joint Connectuo q Wlnd Exposure C y H Wind (Prescriptive Alternative to Table 3.6) (Prescriptive Alternative to Table 3.9) (Prescriptive Alternative to Table 3.6) W Dead Load Assumptions:Roof Assembly DL=10 psf Roof Live Load Ground snow Load Dead Load Assumptions:Roof Assembly DL=10 psf W 20 psf 30 psf 50 psf 70 psf G N wind speed Rowf Span(ft) wind speed W � 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 E O (see Figure(m 12 24 36 12 24 3r. 12 24 36 12 24 36 (See Figure 1.1) (S� � � j 4 Rafter 1 z 3 4,5 Roof Pitch Roof Span Number of Ild Common Nails or 10d Box Nails in each end of i 1/4"Strapt,z,3A%16,y i/-,( Q' Roof Pitch Rooft pan Number of ed Common Nails or lod Box Nails in each end of i-1/a"Strap'z,3,°'sn6'' Rafter Slope Spacing(in.) Required Number of 16d Common or 440d Box Nails per Heel Joint Connection'' ' ft " 0 m W )--i e 1z 1 1 1 1 1 1 1 2 2 2 2 3 3 4 1z 1 1 1 1 2 2 2 2 3 3 3 4 4 5 U Q 12 3 5 8 3 6 91 5 9 13 6 12 17 16 1 i 2 2 2 2 2 3 3 4 4 5 6 7 16 1 1 1 1 1 1 2 2 2 3 3 4 4 5 - ... ... .., _ .. ..- .^, ..... .. .... :.. _ .. 16 4 7 10 4 8 122 6 12 17 8 15 23 20 1 2 2 2 2 3 3 3 4 5 5 6 7 T 1- a 20 1 1 1;:.,. 1 2 2 2 2 3 3 4 4. 5.- 6 3:12 �,,, 3:12 24 1 1 1 2 2 2 2 3 3 4 4 5 6 7 19.2 4 8 12 5 10 144 7 14 21 9 18 27 3:12 24 2 2 2 2 3 3 3 4 5 6 6 7 m Y/ 14 C% 28 1 1 1 2 2 2 2 3 4 4 5 6 7 - 24 5 10 15 6 12 183 9 17 26 12 23 34 28 2 2 2 3 3 3 4 5 5 6 iCA �// (�] 32 1 1 2 2 2 2 3 3 4 5 6 7 - 32 2 2 3 3 3 4 4 5 6 7 0 C !� 36 1 1 2 2 2 3 3 4 5 6 6 - - - 12 3 4 6 3 5 7' 4 7 10 5 9 13 36 2 3 3 3 4 4 5 6 7 M kn 1z 1 1 i i i i 1 i 2 2 2 2 3 3 4:12 16 3 5 8 3 6 91 5 9 13 6 12 17 12 1 1 1 1 1 2 2 2 2 3 3 3 4 4 10 in Irl- 16 1 1 i 1 1 1 1 2 2 2 3 3 3 4 19.2 3 6 9 4 7 Ill 6 11 16 7 14 21 16 i 1 1 2 2 2 2 2 3 3 4 4 5 6 20 1 1 2 2 2 2 2 3 3 4. , 5 .. .5 „6 ,. . .7 CIA 20 1 i... 1 1 1 2 2 2 2 3 3 4 4 5 24 4 8 11 5 9 133 7 13 19 9 17 26 RI a 4:12 z4 1 1 1 i 2 2 2 2 3 3 4 4 5 6 12 3 3 5 3 4 61 3 6 8 4 7 11 4:12 za 1 2 2 2 2 3 3 3 4 5 5 6 7 - 0 za 2 2 2 2 3 3 3 4 5 5 6 7 rrl 28 1 1 1 2 2 2 2 3 3 4 4 5 6 7 - y N 3z 1 1 1 2 2 2 2 3 4 4 5 6 6 5:12 16 3 4 6 3 5 7 4 7 11 5 9 14 32 2 2 2 3 3 3 4 4 5 6 7 v 36 1 1 2 2 2 2 3 3 4 5 5 6 7 - 19.2 3 5 7 3 6 91 5 9 13 6 11 17 36 2 2 3 3 3 4 4 5 6 7 Z b 12 1 1 1 1 1 1 1 1 1 2 2 2 2 3 24 3 6 9 4 7 111 6 11 16 7 14 21 12 1 1 1 1 1 1 1 2 2 2 2 3 3 3 16 i i 1 1 1 1 1 1 2 2 2 2 3 3 12 3 3 4 3 3 41 3 4 6 3 5 8 16 1 i i i i 2 2 2 2 3 3 3 4 4 Q 20 i _ 1 1.. 1 1 1 1 2 2 2 3 3 3 4 20 1,. 1 1 2 2 2 2 -. 2.. .- 3. 3 . 4.. 4... 5 5 5:12 to 1 1 i 1 1 1 2 2 2 3 3 3 4 5 7:12 16 3 3 5 3 4 5i 3 5 8 4 7 10 5:12 2a 1 1 2 2 2 2 2 3 3 4 4 5 5 6 ze 1 1 1 1 1 2 2 2 3 3 3 4 a 5 19.2 3 4 5 3 4 6i 3 6 9 4 8 12 28 1 2 2 2 2 2 3 3 4 a 5 6 6 - an Z 32 1 1 1 1 2 2 2 2 3 3 4 4 5 6 24 3 5 7 3 5 81 4 8 11 5 10 15 32 1 2 2 2 2 3 3 4 4 5 6 6 7 36 1 1 1 2 2 2 2 3 3 4 4 5 6 7 12 3 3 3 3 3 31 3 3 5 3 4 6 36 2 2 2 2 3 3 3 4 5 5 6 7 - 'p^ 12 1 1 1 1 1 1 1 1 1 1 2 2 2 2 16 3 3 4 3 3 41 3 4 6 3 5 8 12 1 1 1 1 1 1 1 2 2 2 2 2 3 3 Q 16 1 1 1 1 1 1 1 1 2 2 2 2 3 3 9:12 16 1 1 1 1 1 1 2 2 2 2 3 3 3 4 19.2 3 3 4 3 4 5i 3 5 7 3 6 9 20 " 1,.r, 1 1 1 2 2 2 2 3 3 „3, `4 4 5 20 1 1 1 1 1 1 1 2 2 2 2 3., 3 4 6:12 24 1 1 1 1 1 1 2 2 2 2 3 3 4 4 24 3 4 5 3 4 6i 3 6 9 4 8 12 6:12 24 1 1 1 2 2 2 2 3 3 3 4 4 5 6 Date Revision Issue 28 1 1 1 1 1 2 2 2 2 3 3 4 4 5 12 3 3 3 3 3 31 3 3 4 3 3 5 28 1 1 2 2 2 2 2 3 3 4 4 5 6 7 32 1 1 1 1 2 2 2 2 3 3 4 4 5 5 16 3 3 3 3 3 31 3 3 5 3 4 6 32 1 2 2 2 2 2 3 3 4 4 5 6 6 12/02/24 ISSUED FOR REVIEW 36 1 1 1 1 2 2 2 2 3 3 4 4 5 6 12:12 36 2 2 2 2 2 3 3 4 4 5 6 6 7 - 19.2 3 3 3 3 3 4l 3 4 6 3 5 7 12 1 1 1 1 1 1 1 1 2 2 2 2 3 3 12 1 1 1 1 1 1 1 1 1 1 2 2 2 2 24 3 3 4 3 3 5i 3 5 7 3 6 9 ifi i 1 1 1 1 i 2 2 2 2 3 3 3 4 16 1 1 1 1 1 1 1 1 2 2 2 2 2 3 16 1 1 1 1 1 1 i 2 2 2 2 3 3 3 1 Heel joint connections are not required when the ridge is supported by�a loadbearing wall,header or ridge beam designed to io i 1 1 1 2 2 2 2 2 3 3 4 4 5 7:12-12:12 24 1 1 1 1 1 1 2 2 2 2 3 3 3 4 resist the applied loads. 7:12-12:12 24 1 1 1 2 2 2 2 2 3 3 4 4 5 5 28 1 1 1 1 1 2 2 2 2 3 3 3 4 4 2 When intermediate support of the rafter is provided by vertical struts orr purlins to a loadbearing wall,the tabulated heel joint 28 1 1 2 2 2 2 2 3 3 a a 5 5 6 32 1 1 i 1 2 2 2 2 3 3 3 4 4 5 connection requirements shall be permitted to be reduced proportionailly to the reduction in span. 3z 1 2 2 2 2 2 3 3 4 4 5 5 6 7 36 2 2 2 2 2 3 3 3 4 5 5 6 7 Drawn By: 36 1 i i 2 2 2 2 2 3 3 4 4 5 6 3 Equivalent connections are required for ceilingjoist to ceilingjoist la splices. 1 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. q q p P Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. M. MONTALBANO 2 4 Tabulated heel joint connection requirements do not include the additimnal weight of the ceiling assembly. 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 10 psf=6 psf). Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 10 psf=6 psf). 3 Tabulated connection requirements are based on a 12 inch ridge strap spacing,for different ridge strap spacing,multiply the tabulated values by the 5 Tabulated heel joint connection requirements assume ceiling joists or rajfter ties are located at the bottom of the attic space. 3 Tabulated connection requirements are based on a 12 inch ridge strap spacing,for different ridge strap spacing,multiply the tabulated values by the appropriate multiplier below: Project# appropriate multiplier below: When ceiling joists or rafter ties are located higher in the attic space,no)attic storage is assumed,and the tabulated heel joint Ridge Strap Spacing(in.) 12 16 19.2 24 48 24-13 8 Ridge Strap Spacing(in.) 12 16 19.2 24 48 connection requirements shall be increased by the following factors: Multiplier 1.00 1.33 1.60 2.00 4.00 Multiplier 1.00 1.33 1.60 2.00 4.00 Ceiling He'sight/Top When the tabulated connection requirements are adjusted forthe ridge strap spacing and the number of required nails exceeds 7,Table A-3.6 does Heel Joint Connection When the tabulated connection requirements are adjusted for the ridge strap spacing and the number of required nails exceeds 7,Table A-3.6 does Plate-to-Rtoof Ridge Adjustment Factors not apply.Use loads from Table 3.6. Scale not apply.Use loads from Table 3.6. H Height((Hc/HR) 4 When the tabulated number of nails required in each end of the strap is equal to 1 and the framing is attached in accordance with Table 3.1,the ridge AS NOTED R 4 When the tabulated number of nails required in each end of the strap is equal to 1 and the framing is attached in accordance with Table 3.1,the ridge T T 1//2 2.00 strap and additional nailing is not required. strap and additional nailing is not required. He 1//3 1.50 5 When a collar tie is used in lieu of a ridge strap,the number of 30d common nails required in each end of the collar tie need not exceed the tabulated 5 When a collar tie is used in lieu of a ridge strap,the number of 10d common nails required in each end of the collar tie need not exceed the tabulated 1//4 1.33 number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need not exceed the tabulated number of Date number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need not exceed the tabulated number of 1/15 1.25 10d box nails in a steel strap. 11-28-24 10d box nails in a steel strap. 6 1-1/4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. 1//6 1.20 6 1-1/4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. 1/'10 1.20 7 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The Jack rafter length includes the overhang length and the jack 7 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length includes the overhang length and the jack span. Sheet# Note:Lateral deflection of the rafter below the rafter ties may exceed 33/4 inch when rafter ties are located above one-third of span. the top plate-to-roof ridge height,HR,or when He is greater than 2 feet;and may require additional consideration. AMERICAN WOOD COUNCIL AMERICAN WOOD COUNCI IL AMERICAN WOOD COUNCIL ISO M • Copyright C 2ov AWC.ALL RIGHTS RESERVED Attested by Laurie Minicheid(Ir uscheid@brookhaven,org).(Town of Brookhaven)Order Number 810oesaee3 on May 15,2020 10:02 AM(PDT)purs-ni to Copyright C 2017 AWC.ALL RIGI ITS RESERVED Accessed by Untie Muschetd(hlmuschc1d@bmckhavrn org),(Town of Brookhaven)Order Number 0100884943 on May 15,W20 10 02 AM(PDT)pursuant m Copyright 0 2on AWC.ALL RIGHTS RESERVED Accossed by Laurie Muscheid(Imuscheid0rookhaven.org),('rnwn of Brookhaven)Order Number♦10WIM8a3 on May 15,Mzo 10:02 AM(PDT)pursuant to License Agreement with AWC.No further reproduction,no License Agreement with AWC.No further reproduction,no License Agreement with AWC.No further reproduction,no __.-... •.� �, . - .. . �. �_-�� ,.__ _ ..,. _,..._. .. _. ... .�._. ..". EXIST. 1'-8"x ..__ _e __..__ _.___. _..__ ____ Window Well Model Comparison - ,.- 2' 8"AWNING All Welttxaft Egress WinrtawWolls comply with the POURED CONC.STEPS WALL LEGEND l International R-stdentlal Code ORC12t1a6 Egress code for one i s8ti0 s060 2067 _ a6 AS PER N.Y.S.CODE. ,�� ot� 0 " and twofaml4 d�mlrngs,followingaresomeofthehlgh- 2011* (MAX 8.25"RISER 13'-8" NOTES: g lights of the IRC 2t)06 Code TSectlon R3101 as it pertains to ,3�ight as d W. 6T or 72• 40"or 6a• 62' AND I 1"MIN.THREAD) TYP. WALL C ON S T. SMOKE ALARMS wtndowa below round level-See your loot building Inspec- 11 o EXISTING WTALLS TO BE REMAIN 4 ( owr•+r.nnt 2 R-10 RIGID INSULATION u. SECTION R314 OF THE 2020 N.Y.S. RBC tot with questionsregarding code requirements in your area. 7NEW TILE FLOORING ADHERE TO EXIST.CONC.WALL �' Upto Up to Up to (Upto NlLndow Oft.wide Oft.wide 5ft.wide 3fft.wkie I� _ _____ R314.1:GENERAL. wl,tde,w� OVER EXIST. 3-5/8"25-GAUGE GALV. EXISTING WALLS TO BE REMOVED SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. Sill NottoexcofwMdowabovrAnnr. - - - - CONCRETE SLAB METAL STUDS @ 16"O.C. ---_---- } rtottoexceeda4• Available Egress Windows and Claviers I COLOR AND STYLE PROVIDE"DRYLOK"OR EQUAL _\ N4inlmum opening area; i 5.7 sq-ft. ` R314.1.1:LISTINGS. § opening ht: z 24• bd4 ?tsdti nAxn15? ! N 20,57s: - - - AS SELECTED BY OWNER FOUNDATION WALL SEALER ON Minimum .1 .•Ir I SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL i Minimum opening width ago` Winaiow 1 :" -- tx THE INTERIOR OF BASEMENT WALLS NEW WALLS 3-5/8 25 GAUGE METAL -} � -� - F- ' 217. COMBINATION SMOKE AND CARBON MONOXIDE i WindowVYetts/AreaWellc WSE2745 8"POURED CONC.FOUNDATION NEW �+ z W W STUDS @ 16 O.C. Required vibere window openlragsr"I±h6ghthbelow o - - ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL l ,,,de ,a WFWS4848 _ rOa WALL ON 16 x8 CONTINUous BEDROOM O O o zap „ W, 2g47 POURED CONCRETE FOOTING 7, r NEW WALLS 3-5/8 25 GAUGE METAL 2034. itorixontaidimenslorm z9sq.0 „ ( -1 ' CLG. HT.) a O U d _ _ 4 KEYWAY I STUDS @ 16" O.C., 1-HR FIRE RATED l+ort:�r,tait ) tion. �3�' co�!g T �� WITH CONTINUOUS 2 x m � � AND 3 #5 REINFORCING BAR ',.> 1/2"GYP.BD. �` REMOVE EXIST WINDOW a O R314.3:LOCATIONS. tadderx potycerborta,e ( ) I d [-� SMOKE ALARMS SHALL BE PROVIDED IN THE LOCATIONS I Ltertuited onwfndowwelisdeeper than 44"and Lattice n!3 rVA Iva CONTINUOUS ON 95%COMPACTED TAPED&SPACKLED- SAW-CUT EXIST.CONCRETE �l O w �l must be permanently attached. FILL OR 1 TON VIRGIN SOIL. '' Y-0"HIGH HANDRAIL 3 COATS MIN.) WALL TO PROVIDE O w x U EXIST. 8 P.C. FOUND. WALL I encroach Intowe�Lupto6� nta nra w � Z Dome ON 16"X8" P..C. FIG. .. z•ftcce5t+retC,rate I NEW OPENING FOR NEW Stepclinancebetweenrungs: , sts" tva rva nra ;:; UP AS PER N.Y.S.CODE. ON ALL WALLS EGRESS WINDOW WELL Rungs:t2•wide or greater and must project a ?.. &CEILING CARBON MONOXIDE DETECTION SYSTEMS NOTES: minimsrn=sf�' way:t�mwa�ttmax+mumt*fa: 9R WELL-CRAFT#WFWS4848 t1E'ML,ETi 4 PROVIDE CONC.DOWEL(#4 REBAR) I ;:s 6"QJ CAST IRON WINDOW Grates:Shall be removable without special t°otx� ? s� t.� „ n SECTION 915 OF THE 2020 N.Y.S. RBC p � � 12 LONG @12 O.C.VERT.TO EXIST. :j DRAIN.CONNECT TO �' z W Code spon%oredby'?he International Code Council lamthe DRILLED+GROUTED W/HIGH SOG.DRYWELL. O 8ulid(ngOfiiicialwade.Adrniniontidn(8CXAi,the Uniform o�tucwu I I � 915.1: GENERAL. i euf?ding+Cocle { C,and the Southern BuNtng.CAdeCongress j EPDXY RESIN.(TYP.AT EACH SIDE) intemat6araatjSlttetl. rI "STEP DOWN CARBON MONOXIDE ALARMS AND CARBON MONOXIDE -_ ' 4-0 . S DETECTORS SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN µ - LUS c{, EXIST. VENT NOTES: CHAPTER 31 OF T'HE 2020 N.Y.S. RBC ACCORDANCE WITH SECTION 915.2.AND IN ACCORDANCE WITH THE PROVISIONS OF NFPA 720. Wellcrafi Egress Window Wells lnstaiM in tour easy stepsl P3101.1:GENERAL 915.2.3:REQUIRED LOCATIONS. iQp 9 mount 0 Backfitl 0 Cover Qi 6 THIS CHAPTER SHALL GOVERN THE SELECTION AND CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE PROVIDED IN THE LOCATIONS DETERMINED PURSUANT TO INSTALLATION OF PIPING,TUBING AND FITTINGS FOR VENT SYSTEMS. ?. THIS CHAPTER SHALL CONTROL THE MIN41MUM DIAMETER OF VENT SECTION 915.2.3.. .. d � e 4 li PIPES,CIRCUIT VENTS,BRANCH VENTS AND INDIVIDUAL VENTS,AND '$ ; k; $ $} µ T THE SIZE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT o w + STACKS AND STACK VENTS. ADDITIONALLY,THIS CHAPTER REGULATES VENT GRADES AND CONNECTIONS,HEIGHT ABOVE FIXTURES AND01 RELIEF VENTS FOR STACKS AND FIXTUREE TRAPS,AND THE VENTING OF & '� O O � 4 SUMPS AND SEWERS. RESIDENTIAL ENERGY EFFICIENCY NOTES: � EXIST. '� ti 44 CHAPTER 4 OF THE 2020 NYS R.B.C. '��� �•��� CRAWL x EXIST. rammdlhe nNi '' ���.�U' .. �':''� P3103.2:FROST CLOSURE. .a.� In.I,:.....a..,�a :w,., N BASEMENT ., ° I DESIGN TEMPERATURE IS eKtlln.a t,nat•taa.tt�atrr,rr SPACE E-r E~ ■ ,W.) T � WHERE THE 97.5/o VALUE FOR OUTSIDE Nen,ta+ue.I rhh«rh w•+r e+Mah 0°F OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE "" rt"" (7 0 CLG. HT.) X R401.2: COMPLIANCE. � � _.u.. � � �.� n a � r-.I,.., . ,,.-n •., „-, ,}.?r .w- n:.e;vim. =-.> arr--,,,„..P,,.,,-.. -.^ ,--r,.- :. M y ..„.,,m... „w• „..»„ NOT LESS THAN 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE r `�J i PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED"MANDATORY". V Y+u1 1cra PORTION OF a � I 11 T, �✓ etret�>y.st %:, �•'' EXIST.WALL I I H rn R402.4:AIR LEAKAGE. aRs liti- aJs I°�T j?C� TO BE REMOVED -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH rain ; m i,t+rr r •ft, - - - - - - - -O - - - thwvr weflt *rttf cn I I SECTIONS R402.4.1 THROUGH R402.4.4. - - - I I EXIST. IRDER AND C3- COLUMN ASSEMBLY TO REMAIN g HOUSE TRAP NOTE: R403.1:CONTROLS. r ( EX. P3201.4:BUILDING TRAPS. -AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACHr­'UP F; -AS PER THIS SECTION IF BUILDING TRAPS ARE REMOVED,NEW SEPARATE HEATING AND COOLING SYSTEM. L O X ONES SHALL BE PROHIBITED R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT. w -HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT 5600 Modular Egress Window Well }} � 94 ALTERATIONS TO EXISTING BUILDINGS NOTES: OPERATION WHEN THE HEAT PUMP COMPRESSOR CAN MEET - ----_____, _....__._W -_ ._........e- ,_.._ -_ .__.. -., _.. _. ....._- ____.. __, O O SECTION AJ501 OF THE 2020 N.Y.S. RBC THE HEATING LOAD. AJ501.1:NEWLY CONSTRUCTED ELEMENTS. R403.5.1: HEATED WATER CIRCULATION AND TEMPERATURE ' iT1S�s in a snap. � k k -NEWLY CONSTRUCTED ELEMENTS COMPONENTS AND SYSTEMS i -..A r MAINTENANCE SYSTEMS. The5600oifers + N N SHALL COMPLY WITH THE REQUIREMEMTS OF THIS CODE. -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN - �w ma to a seoheightbii'make �� -��, You're not tlrrt!ted to a set height-make s' ! , ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE yourwell as short oras high as you EXCEPTIONS: MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 56Mteow" 0 � -OPENABLE WINDOWS MAY IBE ADDED WITHOUT REQUIRING need.n typical mate#Teflon uses four l COMPLIANCE WITH THE LIGHT ANID VENTILATION REQUIREMENTS sections and is made easy with simple, ` rc, - snip-tsx)ethnl �*; f WI �� ■ •-- R403.5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS " snapaoaetherconstruction.The5WO crnnri,Fnn :r ; OF SECTION R303. ax SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY isdesignedforwiridowsupta4-foot mt 5r easy f' 3�_0 NEW 1'-6"x W -NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL ACCESSIBLE. '- - y w in raltatian. COMPLY WITH THE RE UIRETMENTS OF SECTION AJ501.5. wide.Each section weighs only 24 � �EXIST.� 6'-8"DR. Q i pounds and is easy to transport W W V Z R403.5.3:HOT WATER PIPE INSULATION. H ~ W U - HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM J THERMAL RESISTANCE OF R-3. '°"-'" wv+eiankrctrowr -t , r - -r-'" -12-7 -,t r. +., r 11 �\ 51 ^1 r Orr - U375-_ " . - Q® NEW MANUFACTURER'S MANUALS ENERGY EFFICIENCY: R403.9: SNOW AND ICE MELTING SYSTEM CONTROLS. 5ta,rtgCtpt6ons a�a ,p, to LU -SNOW AND ICE MELTING SYSTEMS,SUPPLIED THROUGH ENERGY rtr*ttlr,ns 1 t 2 3 4 5 N __ ;, ;4" "t" SITTINGWSERVICE TO THE BUILDING,SHALL INCLUDE AUTOMATIC CONTROLS rntat , _ u• TYP. WALL CONST:MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT #fetrtht 20%" 34x 483C 62V 76>b r _ ,� Y,„, ROOM AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE.REQUIRED CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS Z TEMPERATURE IS ABOVE 50°F,AND NO PRECIPITATION IS FALLING AND -"""" A HE RIGID INSULATION 0"x60 REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND _ ADHERE TO EXIST.CONC.WALL - HWWER PROVIDE Qt W N INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF 3-5/8"25-GAUGE GALV. o NEW TILE FLOORING W. SUMP PUMP Z WHEN THE OUTDOOR TEMPERATURE IS ABOVE 400. METAL STUDS 16"O.C. OVER EXIST. NEW 1'-6"x LINEN NEW � INCLUDE MANUAL FOR THAT PAR1TICULAR MODELOAND TYPE OF 2060 Single Unit Egress Window Well A-, C� Z '� r �r PROVIDE"DRY OK"OR EQUAL CONCRETE SLAB 6'-8"DR. E-, ,...., R404.1:LIGHTING EQUIPMENT. • -� -- -• -- -- - „ ..;> - FOUNDATION WALL SEALER ON COLOR AND STYLE BATH. Z m 0 a PRODUCT IN ACCORDANCE WITH SECTION R303.3 -NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED ' .W V' t. sandstondr granurgrey-� THE INTERIOR OF BASEMENT WALLS AS SELECTED BY OWNER �O � AND OF THE 2020 N.Y.S.RBC LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT "'a°r'�191 "oat6at+tQa LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES Extendable. SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. I .gip The 2WO is designed for'tise with uo to 4-foot wide egress windows, I I b VAN. O R402.4.5:RECESSED LIGHTING. One-piece construction makes this well both durable and simple to s install.With the optiaria#t 2•e,ctensicrn,the z06o can accommc+date LIGHTING & VENT NOTE: -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE z p p FOUNDATION PLAN NEW Q neater depth requirements. of two extensions Per iunitl i SHALL BE SEALED TO LIMIT AiR LEAKAGE BETWEEN CONDINTIONED ® BEDROOM AS PER THE 2020 N.Y.S.RBC SECTION 3031,ALL HABITABLE ROOMS SHALL AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE Z060[xtenslansf5oklsrpatatcryf _ w BE PROVIDED WITH A MIN.OF 4%NATUIRAL OR MECHANICAL IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE a ", ''" _ It tI O DENOTES HARD WIRED SMOKE&CARBON SCALE: 1/4 -1 -0 6;�,p, (7'-2"CLG. HT.) O VENTILATION&A MT.V.OF 8%NATURAL,OR ARTIFICIAL LIGHT. THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 `. ... " f ® MONOXIDE DETECTOR,INSTALL AS PER a d� REMOVE EXIST WINDOW PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE l.` - c +andstnng ' .•- - I APPENDIX"J"OF THE 2020 N.Y.S. U I SAW-CUT EXIST.CONCRETE - iC2QRC,21,r tfranitegrey SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE I _ WALL TO PROVIDE .nxaarta�a RESIDENTIAL BUILDING CODE.MAINTAIN A 1/2"GYP.BD. d INTERIOR WALL OR CEILING COVERING. a.. k. �-�.�'$': M MIN.DISTANCE NEW OPENING FOR NEW r TAPED& SPACKLED- o, �`""t i= •- '"` - 7es ""°"�"""= OF 3'FROM ANY BATHROOM DOORS EGRESS WINDOW WELL - { 3 COATS MIN.) WELL-CRAFT 4WFWS4848 v' shm�mwithorrirnai i . ___.._... c _.s, _W_I i __ E _ ON ALL WALLS WINDOW a on Z p°tye+ta�nateraver. ia" i t I "W:a �'�' &CEILING p( 3'w+rtc»w�mv'••s or,ca9r'c � '(p - , S � � iS• EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: RESIDENTIAL ENERGY EFFICIENCY NOTES: - _. . ' -_ TABLE P3201.7. 1-g" 17`7" SECTION R310 OF THE 2020 N.Y.S. RBC CHAPTER 5 OF THE 2020 NYS R.B.C. ' r r � `"""""�"''" SIZE OF TRAPS FOR PLUMBING FIXTURES Date Revision/Issue R310.1:EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. 4 www.weltl raftweils com BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING TRAP SIZE EXIST. 1'-4"x EXIST. 1'-4"x 12/02/24 ISSUED FOR REVIEW ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY R50 L I: SCOPE. PLUMBING FIXTURE MINIMUM 2'-8"AWNING 2'-8"AWNING ESCAPE AND RESCUE,OPENING. EMERGENCY ESCAPE AND RESCUE -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE (INCHES) OPENINGS SHALL OPEN DIRECTLY INTO,A PUBLIC WAY,OR TO A YARD ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF TABLE R301.5 OR COURT THAT OPENS TO A PUBLIC WAY. EXISTING BUILDINGS AND STRUCTURES. BATHTUB(WITH OR WITHOUT SHOWER HEAD 1-1/2 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND/OR WHIRLPOOL ATTACHMENTS) IN PONDS PER SQUARE FOOT R310.2:EMERGENCY]ESCAPE AND RESCUE OPENINGS SHALL HAVE 501.1.1:ADDITIONS,ALTERATIONS,OR REPAIR: GENERAL. EXIST.FLOOR ( Q ) MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING EXIST.WALL Drawn B ASSEMBLY BIDET 1-1/4 Y BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY ASSEMBLY USE LIVE LOAD M. MONTALBANO R310.2.1:MINIMUM OPENING AREA,. WITH SECTIONS R502,R503 OR 504. UNALTERED PORTIONS OF THE NEW(2)2"x8" CLOTHES WASHER STANDPIPE 2 EMERGENCY E>CAPE AND RESCUE OPENINGS SHALL HAVE A EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE 1/2"GYP.BD.(TAPED& I HDR. DISHWASHER(ON SEPARATE TRAP) 1-1/2 UNINHABITABLE ATTICS WITHOUT STORAG9 10 NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. REQUIRED TO COMPLY WITH THIS CODE. SPACKLED-3 COATS MIN.) I Project# THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS ON ALL WALLS&CEILINGGMADE FLOOR DRAIN 2 UNINHABITABLE ATTICS WITH LIMITED STORAdg 20 24-138 SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF R501.1:EXISTING BUILDINGS. THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT REMOVE:EXIST WINDOWS KITCHEN SINK 90NE OR TWO TRAPS,WITH OR HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIR 30 NEW BEDROOMS I SAW-CUT EXIST.CONCRETE WALL THE NET CLEAN HEIGHT OPENING SHALL BE NOT LESS THAN 24 BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT I WITHOUT DISHWASHER AND FOOD WASTE 1-1/2 BALCONIES(EXTERIOR)AND DECKS 40 Scale INCHES AND THE NET CLEAR WID"TH SHALL BE NOT LESS THAN 20 OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN (CLG. HT.tT-2") I TO PROVIDE NEW OPENING DISPOSER FOR NEW'EGRESS WINDOW WELL AS NOTED INCHES. EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT FIRE ESCAPES 40 R310.2.2 WINDOW SILL HEIGHT. THE SAME TIME OF ADOPTION OF THIS CODE. NEW TILE FLOORING OVER WELL-CRAFT#WFWS4848 1-1/2 WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE EXIST.CONCRETE SLAB � WINDOW WELL& GUARD AND HANDRAILSd 200h COLOR AND STYLE - POLYCARZBONATE COVER LAVATORY 1-1/4 Date AND RESCUE OPENING,IT SHALL IHAVE A SILL HEIGHT OF NOT R503.1: GENERAL. �. GUARD IN-FILL COMPONENTS€ SOa 11-28-24 MORE THAN 44 INCHES ABOVE THR FLOOR;WHERE THE SILL -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY AS SELECTED BY OWNER (SEE MANTUF. SPECS. HEIGHT IS BELOW GRADE,IT E THIE L PROVIDED WITH I WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. THIS SHEIET) SHOWER(BASED ON THE TOTAL FLOW RATE PASSENGER VEHICLES GARAGES 50a ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR THROUGH SHOWERHEADS AND BODY SPRAYS) WINDOW WELL IN ACCORDANCE AVITH SECTION R310.2.3. EXIST.P.C.FOUND. FLOW RATE: ROOMS OTHER THAN SLEEPING ROOMS 40 Sheet# STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS ASSEMBLY 5.7 GPM AND LESS 1-1/2 CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO SLEEPING ROOMS 30Awn ' THE ALTERATION. MORE THAN 5.7GPM UP TO 12.3 GPM 2 �;. MORE THAN 12.3 GPM UP TO 25.8 GPM 3 STAIRS 40° WINDOW WELL DETAIL MORE THAN 25.8 GPM UP TO 55.6 GPM 4 FOR SUB-NOTES REFER TO THE 2020 NYS R.B.C. N.T.S. FOR SI: 1 INCH=25.4 MM cc RESIDENTIAL, ENERGY EFFICIENCY NOTES: 0 o 0 CHAPTER 5 OF THE 2020 NY,S R.B.C. TABLE R402.4.1.1 ���`r,� s AIR BARRIER AND INSULATION INSTALLATION m COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA R501.I: SCOPE. I Y.`r :! -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ` - - - - 1 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE/ BUILDING ENVELOPE. ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF 4-4A 1 EXISTING BUILDINGS AND STRUCTURES. GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR-PERMEABLE INSULATION SHALL NOT BE USED O O H 501.1.1:ADDITIONS,ALTERATIONS,OR REPAIR: GENERAL. AIR BARRIER. AS A SEALING MATERIAL. Z z W a OU � r� � -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING I `? a O Q BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY , BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. Oa w H a WITH SECTIONS F:502,R503 OR 504. UNALTERED PORTIONS OF THE ( ;,W: j 1 THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE a EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE �`�• / ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR � � � � REQUIRED TO COMPLY WITH THIS CODE. BARRIER SHALL BE SEALED. THE INSULATION IN ANY DROPPED CEILING/SOFFIT a W �`;:. CEILING/ATTIC SHALL BE ALIGNED WITH THE AIR BARRIER. Cn RSOI.l:EXISTING BUILDINGS. r� _�_ -Q- ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL DOORS F. U P -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT I '.;`.• I I TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. ''" z W BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED IUSE AND MAINTENANCE OF,AN I THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE THE SAME TIME OF ADOPTION OF TIHIS CODE. CAVITY WITH A MATERIAL HAVING A THERMAL WALLS THE JUNCTION OF THE TOP PLATE AND THE TOP OF EXTERIOR RESISTANCE OF R-3 PER INCH MINIMUM. R503.1:GENERAL. -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. � KNEE WALLS SHALL BE SEALED. WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT ALTERATIONS SHALL BE SUCH THA'X THE EXISTING BUILDING OR AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. STRUCTURE IS NO LESS CONFORMngG WITH THE PROVISIONS OF THIS CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO WINDOWS,SKYLIGHTS AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING, THE ALTERATION. AND SKYLIGHTS AND FRAMING SHALL BE SEALED. ® ot-,-, om" RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. FLOOR FRAMING CAVITY INSULATION SHALL BE ; EMERGENCY ESCAPE AND IRESCUE OPENINGS NOTES: _ SECTION R310 OF THE 2020 Z[�T.Y.S. RBC INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE W UNDERSIDE OF SUB-FLOOR DECKING,OR FLOOR FRAMING . CAVITY INSULATION SHALL BE PERMITTED TO BE IN R310.1:EMERGENCY ESCAPE AND RIESCUE OPENING REQUIRED. FLOORS(INCLUDED ABOVE GARAGE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGEx a BASEMENTS,HABITABLIE ATTICS AND EVERY SLEEPING � AND CANTILEVERED FLOORS) OF INSULATION. CONTACT WITH THE TOP SIDE OF SHEATHING,OR I I CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY i OF FLOOR FRAMING AND EXTENDS FROM FROM THE UJ W ESCAPE AND RESCUE OPENING. EMIERGENCY ESCAPE AND RESCUE i OPENINGS SHALL,OPEN DIRECTLY ENTO A PUBLIC WAY,OR TO A YARD BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING E-' OR COURT THAT OPENS TO A PUBLIC WAY. i i MEMBERS. 19 W EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, 14 R310.2:EMERGENCY ESCAPE AND RIESCUE OPENINGS SHALL HAVE CRAWL SPACE WALLS COVERED WITH A CLASS 1 VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. - - - r-r-i - - o- - - - - - - - - OVERLAPPING JOISTS TAPED. CRAWL SPACE WALLS. R310.2.1:MINIMUM OPENING AiREA. I DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A I SHAFTS,PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE NET CLEAR OPENING OF NOT ILESS THAN 5.7 SQUARE FEET. L SEALED. THE NET CLEAR OPENING DIIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED)BY THE NORMAL OPERATION OF BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 NARROW CAVITIES ON INSTALLATION READILY CONFORMS TO THE INCHES AND THE NET CLEAR`WIDTH SHALL BE NOT LESS THAN 20 AVAILABLE CAVITY SPACE. INCHES. H INCH .2 WINDOW SILL HEIGH717. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND WHERE A WINDOW IS PROVIDIED AS THE EMERGENCY ESCAPE CONDITIONED SPACES. F-+ AND RESCUE OPENING,IT SHRILL HAVE A SILL HEIGHT OF NOT RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING MORE THAN 44 INCHES ABOVIE THE FLOOR;WHERE THE SILL RECESSED LIGHTING THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. z HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH A ACCORDANCE WITH SECTION R310.2.3. N BATT INSULATION SHALL BE CUT NEARLY TO FIT AROUND � Q WINDOW WELL IN ACCORDANCE C� WIRING AND PLUMBING IN EXTERIOR WALLS,OR �.. �-- PLUMBING AND WIRING INSULATION THAT ON INSTALLATION READILY CONFORMS � RESIDENTIAL, ENERGY EFFIICIENCY NOTES: TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND W �' CHAPTER 4 OF THE 2020 NY'S R.B.C. WIRING. Q W V Z THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT �.EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED Q Z U SHOWER/TUB ON EXTERIOR WALL TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM THE R401.2:COMPLIANCE. SHOWERS AND TUBS. -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE M �\` THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL O PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED"MANDATORY". I °y ELECTRICAL/PHONE BOX ON EXTERIOR OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL BE ~ UJ 76T -Q- I _ O WALLS INSTALLED W R402.4:AIR LEAKAGE. I /I W -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH ELECTRICAL PLAN / I \1 H.V.A.C.REGISTER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE SUB-FLOOR OR w G SECTIONS R402.4.1 THROUGH R402.4,.4. [ W R403.1: CONTROLS. N.T.S. / 1 WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SPRINKLERS / ® U1 to Z '1 SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED �J -AT LEAST ONE THERMOSTAY SHALL BE PROVIDED FOR EACH ` / \ CONCEALED SPRINKLERS BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE m W ~' SEPARATE HEATING AND COOLING SYSTEM. ( SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE 0 R403.1.2:HEAT PUMP SUPPLENQENTARY HEAT. _ _ _ _ �, SPRINKLER COVER PLATES AND WALLS OR CEILINGS. W a -0 P, -HEAT PUMPS HAVING SUPPLEMENTARY ( \ ( j j *I a.IN ADDITION,INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400. Q ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, ELECTRICAL LEGEND EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT it A-1 C OPERATION WHEN THE MEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. C Q o CEILING FAN I r R403.5.1:HEATED WATER CIRCULAITION AND TEMPERATURE / MAINTENANCE SYSTEMS. I ( -0 / �� 6 N -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN I _ __ SDM TM ACCORDANCE WITH SECTION R403.:5.1.1. HEAT TRACE TEMPERATURE OB BATHROOM VANITY LIGHT I \ / MAINTENANCE SYSTEMS SHALL BF,IN ACCORDANCE WITH SECTION �M APRIMSM&Y Q PLUMBIN RECESSED INCANDESCENT DOWN LIGHT \ R403.5.1.2. AUTOMATIC CONTROLS„TEMPERATURE SENSORS AND PUMPS I "— TOP P+! E+ SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY ACCESSIBLE. - CEILING FIXTURE DOWN LIGHT EXPANDING F AM bA W Z HOT WATER PIPE INSULATION. I 1 I \ / I Munn DMAM K Q c R403.5.3. O -�_ �- A- LADDER gDC"AS Fm WALL o - HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM $3 THREE WAY SWITCH THERMAL RESISTANCE OF R-3. SINGLE POLE SWITCH INSUL. DETAIL Date Revision Issue SYSTEM CONTROLS. -SNOW AND ICE MELTING SYSTEMS,SUPPLIED THROUGH ENERGY ® 80C.F.M.EXHAUST FAN,VEN TO EXTERIOR2/02/24 ISSUED FOR REVIEW R403.9: SNOW AND ICE MELTING SERVICE TO THE BUILDING, SHALL INCLUDE AUTOMATIC CONTROLS N.T.S.NTs INSUL. DETAIL CAPABLE OF SHUTTING OFF THE SWSTEM WHEN THE PAVEMENTS 220V DUPLEX RECEPTACLE w/GROUND FAULT TEMPERATURE IS ABOVE 50°F,AND)NO PRECIPITATION IS FALLING AND GF1 INTERRUPTER N.T.S. AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF WHEN THE OUTDOOR TEMPERATURE IS ABOVE 400. DUPLEX RECEPTACLE OU DIM MANUFACTURER'S MANUALS, ENERGY EFFICIENCY: AATIC O"°'CLOD Drawn By: R404.1:LIGHTING EQUIPMENT. CEILING MOUNTED RECEPTACLE Arnc tt� -NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED 0OM LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT ELECTRICAL WIRE M. MONTALBANO LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE.REQUIRED - - SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. EXTERIOR WALL MOUNTED FIXTURE,FIXTURE REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND - 1--TOP PLATE b TO BE WATER PROTECTED;OWNER TO SELECT MANUF. INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL Project# R402.4.5:RECESSED LIGHTING. INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND - - EXPANDING FOAM SEALANT 24-13 8 -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE I'xT FLOURESCENT LIGHT FIXTURE MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF _ WALL STUD SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED PRODUCT IN ACCORDANCE WITH SECTION R303.3 FOAM MW CELNG FA OF MAT PEAIEIER Scale AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE AND OF THE 2020 N.Y.S.RBC AS NOTED IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE RED THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. ALL,RECESSED LUMINAIRES SHALL BE �T INSUL. DETAIL Date SEALED WITH A GASKET OR CAULEC BETWEEN THE HOUSING AND THE INSUL.SUL. DETAIL INTERIOR WA LL OR CEILING COVERING. HOUSE TRAP NOTE: 11-28-24 " P3201.4:BUILDING TRAPS. N.T.S. -AS PER THIS SECTION IF BUILDING TRAPS ARE}REMOVED,NEW Sheet# ONES SHALL BE PROHIBITED RESIDENTIAL ENERGY EFFICIENCY NOTES:1 Q 0O �4Yt. �p O CHAPTER 5 OF THE 2020 NYS'� R.B.C. 2 s� . R501.1: SCOPE. -THE PROVISIONS OF THIS CHAIPTER SHALL CONTROL THE ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. 501.1.1:ADDITIONS,ALTERATIGINS,OR REPAIR: GENERAL. W -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING U BUILDING BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY EXIST.FLOOR � C) W O d � WITH SECTIONS RUNALTEREDi02,R503 OR 504. UNALTERED PORTIONS OF THE ASSEMBLY EXIST.WALL a0 0 E~ a EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE ASSEMBLY > H W Z REQUIRED TO COMPLY WITH THIS CODE. j NEW(2)2N8" d F" .-+ W R501.1:EXISTING BUILDINGS. SP GYP.BD.(TAPED& i HDR. U U -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT AC COATS MIN.) ON ALLL W W AALLS&CEILING iEXIST.GRADE O Z W d BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN NEW BEDROOMS � REMOVE EXIST WINDOWS i EXISTING BUILDING OR BUILDING SYSTEM (CLG. HT.t7'-2")LAWFULLY IN EXISTENCE AT SAW-CUT EXIST.CONCRETE WALL i TO PROVIDE NEW OPENING THE SAME TIME OF ADOPTION OF THIS CODE. FOR NEW EGRESS WINDOW WELL NEW TILE FLOORING OVER WELL-CRAFT#WFWS4848 R503.1:GENERAL. EXIST.CONCRETE SLAB WINDOW WELL& ■ -ALTERATIONS TO ANY BUILDIING OR STRUCTURE SHALL COMPLY MANUFACTURER'S MANUALS, ENERGY EFFICIENCY: COLOR AND STYLE J POLYCARBONATE COVER WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. ALTERATIONS SHALL BE SUCH THAT'THE EXISTING BUILDING OR MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT SHEET)AS SELECTED BY OWNER (SEE S SPECS. ■ STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE.REQUIRED THIS SHEET) CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND El EXIST.P.C.FOUND. THE ALTERATION. INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL ASSEMBLY 000 00 o INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF a PRODUCT IN ACCORDANCE WITH SECTION R303.3 WINDOW WELL DETAIL N EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: AND OF THE 2020 N.Y.S.RBC N.T.S. SECTION R310 OF THE 2020 Nd.Y.S. RBC Q w M R310.1:EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. ' ,aI BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN TONE OPERABLE EMERGENCY HOUSE TRAP NOTE: ESCAPE AND RESCUE OPENING. EMERGENCY ESCAPE AND RESCUE P3201.4:BUILDING TRAPS. UJ H OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD -AS PER THIS SECTION IF BUILDING TRAPS ARE REMOVED,NEW OR COURT THAT OPENS TO A PUBLIC'WAY. ONES SHALL BE PROHIBITED ii W R310.2:EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE Ole, NEW Q MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. 76 WG606 V R310.2.1:MINIMUM OPENING AI REA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LIESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DITMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED IBY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. /� THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 GARAGE REAR ELEVATION Y-0"HIGH RAILING AS PER N.Y.S.CODE INCHES AND THE NET CLEAR VbnDTH SHALL BE NOT LESS THAN 20 ELECTRICAL LEGEND SECTION R311-R312.CLEAR SPACING NOT INCHES. SCALE: 1/4"=1'-0" TO ALLOW PASSAGE OF A 4"SPHERE. Y-0"HIGH HANDRAIL R310.2.2 WINDOW SILL HEIGHT., O COLOR AND STYLE TO AS PER N.Y.S.CODE. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE BE SELECTED BY OWNER AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT Q o Q CEILING FAN 8"MIN• GRADE MORE THAN 44 INCHES ABOVE THE FLOOR;WHERE THE SILL s, HEIGHT IS BELOW GRADE,IT SMALL BE PROVIDED WITH A O 111� NEW FWG6068 8"POURED CONC.FOUNDATION WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. _ WALL ON 16"x8"CONTINUOUS (2)2"x lam" — POURED CONCRETE FOOTING OB BATHROOM VANITY LIGHT ll WITH CONTINUOUS 2"x4"KEYWAY RESIDENTIAL ENERGY EFFICIENCY NOTES: —p— RECESSED INCANDESCENT DOWN LIGHT (3)2"x4"WI). AND(3)#5 REINFORCING BAR ` ;; k12" w W �! CHAPTER 4 OF THE 2020 NYS R.B.C. POST(TYP.) SHEAR—WALL XIS CONTINUOUS ON 95%COMPACTED ' Z - B FILL OR 2 TON VIRGIN SOIL. H �,^ HOLD DOWN '' ' #5 KEBABS 12"o.c. 1" — CEILING FIXTURE DOWN LIGHT CONNECTION ° PITCH CONC.SLAB r AT EACH DIRECTION 'J W � R401.2:COMPLIANCE. 1 TYP.FOR—ALL "'' " AT� PER FT.(MIN. i�.��%� -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE 3 THREE WAY SWITCH ) R401 THROUGH R404 LABELED"MANDATORY". SLAB TO BE 4"LOWER • ` •. • � `� _ _ _ _ _ _ _ — _ POURED CONC. STEPS ~ PROVISIONS OF SECTIONS P T H THAN EXISTING N AS PER N.Y.S.CODE. z W SINGLE POLE SWITCH S BASEMENT SLAB (MAX 8.25 RISER R402A AIR LEAKAGE. '� NEW � AND 12"MIN.THREAD) WCC -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH ® 80C.F.M.EXHAUST FAN,VEN TO EXTERIOR ,� CHANGING 6"0 CAST IRON------' � w G SECTIONS R402.4.1 THROUGH R402.4.4. t DRAIN.CONNECT TO w W (� 220V DUPLEX RECEPTACLE w/GROUND FAULT ;: AREA SOG.DRYWELL. O y R403.1:CONTROLS. GF1 INTERRUPTER -AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACHLU EATDVG AND COOLING SYSTEM. ' w SEPARATE H DUPLEX RECEPTACLE CELLAR ENTRANCE m R403.1.2:HEAT PUMP SUPPLEMIENTARY HEAT. -HEAT PUMPS HAVING SUPPLEMENTARY cM CEILING MOUNTED RECEPTACLE N.T.S. W I— a�� y � ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, �", EXCEPT DURING DEFROST,PREVIENT SUPPLEMENTAL HEAT k' 0 EXTERIOR WALL MOUNTED FIXTURE,FIXTURE 0. OPERATION WHEN THE HIEAT PUMP COMPRESSOR CAN MEET 4" TO BE WATER PROTECTED;OWNER TO SELECT MANUF. "�„ Ex]sT. THE HEATING LOAD. [EXIST. P.C. SLAB Q� 0 � ION AND TEMPERATURE GARAGE / � ) L � R403.5.1:HEATED WATER CIRCULATT I x4 FLOURESCENT LIGHT FIXTURE / a MAINTENANCE SYSTEMS. STf O RAG E -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.55.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 2 AUTOMATIC CONTROLS 'TEMPERATURE SENSORS AND PUMPS Q w W w R403.5.1. . CONTROLS, 'TEMPERATURE 2"x C.J. TO REMAIN SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY Y-0"HIGH HANDRAIL ou W Z ACCESSIBLE. AS PER N.Y.S.CODE. � U •3 � R403.5.3:HOT WATER PIPE INSULATIION. � o Q � - HOT WATER PIPE SHALL BE]INSULATED WITH A MINIMUM EXXIST. THERMAL RESISTANCE OF R-3. POURED CONC. STEPS DNA­ Date Revision/Issue AS PER N.Y.S.CODE. 9R R403.9: SNOW AND ICE MELTING SYSTEM CONTROLS. (MAX 8.25"RISER 12/02/24 ISSUED FOR REVIEW - SNOW AND ICE MELTING SYSTEMS, SUPPLIED THROUGH ENERGY AND 11"MIN.THREAD) SERVICE TO THE BUILDING,SHALL]INCLUDE AUTOMATIC CONTROLS CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS TEMPERATURE IS ABOVE 50°F,AND NO PRECIPITATION IS FALLING AND GARAGE FLOOR PLAN AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF PROVIDE HIGH RAILING WHEN THE OUTDOOR TEMPERATURE IS ABOVE 400. SCALE: 1/4"=1'—O" AS PER N.Y.S.S.CODE SECTION R311-R312.CLEAR SPACING R404.1:LIGHTING EQUIPMENT. NOT TO ALLOW PASSAGE Drawn By: -NOT LESS'THAN 75%OF THE ILAMPS IN PERMANENTLY INSTALLED OF A 4" SPHERE. LIGHTING FIXTURES SHALL BE HIGIH-EFFICACY LAMPS LAMPS OR NOT COLOR AND STYLE TO M. MONTALBANO BE SELECTED BY OWNER LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. Project# 24-138 R402.4.5:RECESSED LIGHTING. -RECESSEI)LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED Scale AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE AS NOTED IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. ALL,RECESSED LUMINAIRES SHALL BE Date SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE 11-28-24 INTERIOR WALL OR CEILING COVERING. ENTRANCE FIRST FLOOR PLAN Sheet# SCALE: 1/4"=1'-C"