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HomeMy WebLinkAbout47317-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47317 Date: 1/10/2022 Permission is hereby granted to: Johnson. Helen 41-03 169th St Flushing, NY 11358 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 815 S#erling Rd.. Cutchog�e SCTM #473889 Sec/Block/Lot# 104.-1-28 Pursuant to application dated 11/15/2021 and approved by the Building Inspector. To expire on 7/12/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $452.00 CO-ADDITION TO DWELLING $50.00 Total: $502.00 .. 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J o' �y, r1 I ti re� W Cy w Z 70 ,,i ✓ e � ��. � W c2l V 0fit- 182-W O S 23°-50'-00" E Z 21 o RF o C,� � st I N ROAD HORTONa GENERAL NOTES ENERGY CODE COMPLIANCE STATEMENT NOTE: -- - __=_ -- _-_= I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL STATES THAT TO THE EST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL NOTE: -- _- = JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKERS' COMPENSATION INSURANCE THE 2020 NYSECCC ( CHAPTER 11 )WITH THE 2020 NYSECCC SUPPLEMENT. AND DISABILITY BENEFITS COVERAGE IS FILED AS REQUIRED BY SECTION 57 AND 220 -- - - - - SUBD.8 OF THE WORKERS' COMPENSATION LAW OF THE STATE OF NEW YORK APPLICABLE CODE AND STANDARDS ALL WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 2020 BUILDING CODE OF NY STATE AND ASTM E 1886 REFERENCED THEREIN. IF PROTECTIVE PLYWOOD PANELS ARE --- - - - - -_-- -- ------ -- - 2020 RESIDENTIAL CODE OF NY STATE BEING USED FOR WNDOW PROTECTIVE, ALL PANELS SHALL BE MARKED AND STORED -__ _� --- ---- - -- - ON SITE. REFER TO SHEET T-5 OF CONSTRUCTION DRAWINGS FOR ADDITIONAL jz -- -- - - - -- 2020 EXISTING BUILDING CODE OF NY STATE SPEC'S & DETAILS - - 2020 ENERGY CONSERVATION CODE OF NY STATE 2020 PLUMBING CODE OF NY STATE P E UPON SEPTIC SYSTEM AND DRY-WELLS SHALL BE CERTIFIED BY OWNER'S R.S. d - 2020 MECHANICAL CODE OF NY STATE / --- NFPA 70: NATIONAL ELECTRIC CODE (NEC), 2017 EDITION COMPLETION OF THE WORK = 00 ---- -- 2018 A.F.P.A. / W.F.C.M. A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB --� - ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT W 00 -- - COMPLETION OF JOB. (D N NO FOOTINGS PLACED OR DRY WELLS COVERED UNTIL APPROVED BY INSPECTOR ( 1 N FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING v INSPECTOR PRIOR TO FRAMING Y DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY ADDITIONS & ALTERATIONS TO WITH SECTION R602.6. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH (D >- •. SECTION R602.6.1. - X �Q 8 5 'T I M Z� THE MAXIMUM WATER CONSUMPTION FLOW RATE AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE P2903.2. /1 , \ 0 F_p CUTCHOGUE, NEW YORK BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS V J U 0 C r SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF a- TOWN OF SOUTHOLD, SUFFOLK OLK CO. NOT LESS THAN 6'-0" ABOVE THE FLOOR �/ o,CN SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES L.i_ Oz OF THE PRESSURE BALANCE, THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE N BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMINT STOPS. PROJECT INFORMATION RI3[\fQ1I1T9BLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AIR GAP, ATMOSPHERIC- � CID TYPE VACUUM BREAKER, PRESSURE TYPE VACUUM BREAKER OR HOSE CONNECTION BACK-FLOW r --- PREVENTER. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2(1) SEPERATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM & KITCHEN SUBJECT TO DAMAGE FROM ICE SHIELD ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTION P2902.4.1 THRU P2902.4.5 GROUND WIND DESIGN SEISMIC WINTER AIR MEAN a FROST LINE C DESIGN UNDERLAYMENT FLOOD G FREEZING ANNUAL A SOIL OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A SNOW SPEED MPH TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN f WEATHERING DEPTH b TERMITE e REQUIRED h HAZARDS I FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH; OR THERE SHALL BE BUILT LOAD EFFECTS k REGION I DEBRIS ZONE m CATEGORY TEMP INDEX TEMP INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING , ,► MOD. TO FEMA THROUGHT. 20 PSF 130 MPH NO NO 1M.I.C.M.H.W.L. O SEVERE 36 HEAVY 11 REQUIRED NFIP 01500 52'9 PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND CONTINUOUS BEARING WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA DRAIN, WASTE AND VENTING PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1 4' WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING TEMPERATURE ELEVATION LATITUDEBUILDING SEWER PIPING AND FITTING MATERIAL SHALL COMPLY WITH TABLE P3002.2 C) HEATING COOLING CORRECTION FACTOR TEMPERATURE TEMPERATURE COOLING DIFFERENCETHE WATER SUPPLY , 40' N 12.5 DEG 84 DEG 1 70' 75' (db 63' Wb ) 57.5 BACK FLOW PREVENTERR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL ` COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE 9 15 7.5 71.5 M 30% 45-55% ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHfNPTER 13 THRU 24 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. ALL T LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION. OWNER : CONSTRUCTION CLASSFICATI0N : WOOD FRAMED ALL MECHANICAL SYSTEMS, EQUIPMENT, APPLIANCES, ETC. MUST BE LISTED AND LABELED AND rI r 1ID INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, LISTING/LABEL AND THE CODE I�n� I �' PROJECT DESCRIPTI0N : ALTERATIONS 0 C C U PAN CY: SINGLE FAMILY RESIDENCE ALL FUEL, GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH IN OFBUILDING DEPT A FLAME SAFEGUARD DEVICE, WHICH WILL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE °' TOVbNOFS0uTH0 0 FLAME OR PILOT LIGHT IS EXTINGUISHED o PLANS ARE IN COMPLIANCE WITH 2020 RESIDENTIAL FIRE HAZARD : LOW ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE CD APPLICABLE CODE: BUILDING CODE OF NY STATE ( PUBLICATION DATE 11 -2019 ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5 -0 AND 2020 EXISTING BUILDING CODE OF NY STATE FIRE SPRINKLER SYSTEM : N/A DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS THE MINIMUM LOAD FOR UNDER GROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE 100 % OF THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2 MATERIAL INDEX WOOD NOTES ELECTRICAL NOTES CONSTRUCTION NOTES WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING Cn METHODS SHALL BE IN ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORTo REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3702.1 O O Y EM EARTH 1. A minimum of one wall-switch-controlled lighting outlet is required in every IZ 0 o 1. THE A.I.A. GENERAL CONDITIONS ( A.I.A. DOC. A201) ARE HEREBY MADE r habitable room, hallway, stairway, attached garage, and outdoor entrance. AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN Q N COMPACTED GRANULAR MATERIAL Exception: In habitable rooms other than kitchens and bathrooms one or more IN FULL. Z w receptacles controlled by a wall switch are permitted in lieu of lighting 2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED O Z o CONCRETE outlets. DIMENSIONS. CONSTRUCTION NOTES I- •�" >.�•`��'•' 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH N0.1 V_i 0 2. In every kitchen, family room, dining room, den, breakfast room, living room, 3. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER z p! 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL SCALE DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE s: CONCRETE BLOCK parlor, sunroom, bedroom, recreation room, and similar rooms, receptacle FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE O 0 0 ' DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION AND THE p p z 1n outlets must be installed so that no point along the floor line is farther ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE F- 0 STEEL WOOD FRAME CONSTRUCTION MANUAL - 2018 EDITIONS. than 12 ft, measured horizontally, from an outlet, including any wall space 2 THE WORK, AS INDICATED. Q V7 �- u_ 3. ALL WOOD EXPOSED TO WEATHER SHALL BE A.C.Q. TREATED IN ft or more wide and the wall space occupied by sliding panels in exterior 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE � D 0 Dlllll� JOB AND THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARI- T-1 PROJECT INFORMATION W L.C'7 Z /G ALUMINUM ACCORDANCE AWPA STANDARDS. walls. 3 ATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE I- 1_ �e FINISH WOOD 4. ALL WOOD CONNECTORS SHALL BE "SIMPSON", OR APPROVED 3. A minimum of two #12 wire 20-A small appliance circuits are required to serve DRAWINGS. PROVIDE DIMENSIONS SUBJECT TO ACTUAL FIELD COND- Q OO EQUAL. only small appliance outlets, including refrigeration equipment, in the ITIONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR DISCREP- kitchen, pantry, dining room, breakfast room, and family room. Both circuits ANCIES UP TO 2'-0" IN ANY MEASUREMENT. ARCHITECTURALS ROUGH WOOD 5. MEMBERS DESIGNATED AS "MICRO-LAM" SHALL BE MANUFACTURED 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL IN ACCORDANCE WITH "GEORGIA PACIFIC" STANDARDS. DESIGN must extend to the kitchen; the other rooms may be served by one or both of CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL BATT INSULATION STRESSES ARE AS FOLLOWS: FB=2,800PSI, FV=285PSl, them. No other outlets may be connected to these circuits, except a ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING A-1 FOUNDATION PLAN 2,000,000 PSI. receptacle installed solely for an electric clock. In kitchen and dining THE OCCUPANCY CERTIFICATE. Q) RIGID INSULATION areas, receptacle outlets must be installed at each and every counter space 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING A-2 1ST FLOOR PLAN wider than 12 in. AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST Q DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT SAND 4. A minimum of one #12 wire 20-A circuit must be provided to supply the laundry ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. A-3 2ND FLOOR PLAN receptacle(s), and it may have no other outlets. 7. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING 5. At least one receptacle outlet must be installed in the bathroom near the WATER SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS A-4 1ST & 2ND FLOOR ELECTRICAL PLAN date; P AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED PROJECT S F basin and must be provided with ground fault circuit interrupter protection. UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN JULY 2021 SYMBOL INDEX 6. Code requires sufficient 15- and 20-A circuits to supply three watts of power OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME A-5 ROOF PLAN AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF for every square foot of floor space, not including garage and open porch 5Ca o areas. Minimum code suggestion is one circuit per 600 sq ft; one circuit per HIS WORK. A-6 ELEVATIONS 500 sq ft is desirable. 8. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET 1/4" = V-0" ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, 7. A minimum of one exterior receptacle outlet is required (two are desirable) PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL drawn bu: and must be provided with ground fault circuit interrupter protection. A-7 BUILDING SECTIONS PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. M1 AREA OF BEDROOM & BATHROOM RENO - 608 S.F. 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, A-8 BUILDING SECTION / PLUMBING RISER C.W.Kuehn e DETAIL NUMBER8. A minimum of one receptacle outlet is required in basement and garage, in LIGHTING COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE MI5 A4.2 M6 INTERIOR ELEVATION addition to the one in the laundry. In attached garages it must be provided AND RELOCATE ANY PARTITIONS, WIRING PLUMBING AND DUCTWORK Checked bu ^-1 SHEET NUMBER MARK with ground fault circuit interrupter protection. THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED, A-9 AIR SEAL DETAILS / NOTES M10 TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. e SECTION NUMBER 9. Many building codes require a smoke detector in the hallway outside bedrooms 10. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING ENLARGED PLAN or above the stairway leading to upper floor bedrooms. OF NEW AND EXISTING AREAS. INSTALL AND REMOVE ( AFTER prOjeCt n0 A-1 SHEET NUMBERCOMPLETION ) ALL TEMPORARY SUPPORTS HEADERS AND DUST M3 MARK 10. Disconnect switches are required. SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT 21041 ELEVATION MARK EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. '�A ` a- PARTITION TYPE 11. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING N.Y. STATE CODE 10 DOOR MARK ROOFS, WALLS AND PENETRATIONS, TO TO FORM A WATER TIGHT ARCHITECTS STATEMENT ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEATHING AND T-2 CODE ANALYSIS O KEYNOTE SYMBOL EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. 1D WINDOW MARK 12. ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS sheet # OF THE NATIONAL ELECTRIC CODE AND N.Y. STATE BOARD OF FIRE T-3 CODE ANALYSIS Al REVISION MARK �'-COLUMN CALLOUT UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE PROPERTY LINEPRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. T-4 GENERAL NOTES 02 ROOM MARK ----- 13. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL T- 1 LEASING LINE DEBRIS AND EXCESS MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL T-5 STRAPPING DETAILS 0.00 SPOT ELEVATION MATERIALS. drawing title 14. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A TITLE SHEET WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. 14'-6' 17'-0' 39'-2' EXISTING WINDOW UNIT TO BE REMOVED 0 z BATH W Lo EXISTING 00 � 0I BEDROOM 3 Y ( ) EXISTING w N • h- Y� D X �Q ` O W LL. Au A V I ( 1 m N N I I _ 00 ■ � 0� • �N Q Z Z N EXISTING C.J. TO REMAIN AS IS cn U iu I EXISTING WINDOW UNITS TO L-- BE REMOVED ----- - --- --- -------- Zli, A 1 16'-2' 11'-0' 2'-2' L,t/\\\ -- ----------21-1�- ------------- - r, IIII I KITCHEN REMOVED PORTION OF 1 � I o _ o ��` ` EXISTING _J 1 �i' <A i.:.,. EXISTING EXTERIOR WALL 03 -' I>LL: 10 010 � 1 > � �., ,:;�'` ,• 1 '{ w PWDR I w MASTER BEDROOM 1 � zI � z1 � a �= EXISTING F- EXISTING .., �---• I cn 1 w cn m LLJ -- w l m I0 --�� Io - -- '' II I I C= LLI r__ HEATED &OFIINISHED I I I I EXISTING INTERIOR WALLS EXISTING I I I TO BE REMOVED // I I r-1 80 I iII.LJII IIL-�I U II I 1 -------------- J `t --v---------------- ___ ---I L--- V IN --- FAMILY ROOM �I IATH r I EXISTING IIII "' N --- EXISTING \\ I I I 00 EXISTING BATHROOMS 0 --- __- I�/ I o TO BE REMOVED LIVING ROOM __ _ -_j � Iw I I in EXISTING c� I o I L--------J L _ � 1 � BEDROOM #2 Z I w EXISTING cu r�i�cu X m 1 �Lj Q 10 o � D �_ z O o 20'-0' 11'-0' 16'-4' 6'-10' 1 - BATH I1 L J°s1 0 o 0 V / EXISTING I L-J Q �D >_ D __= Z w ---- Q z o � Lj O z EXISTING WINDOW UNIT TO 15'-10' � o) BE REMOVED � Q U7 � w U (Y U O C) w lr� z O ~ �— J coo0 Q Q date; JULY 2021 _-_—_ 14'-6' 56'-2' scale; 1/4" = V-0" drawn bu; C.W.Kuehn checked b�� EXISTING FIRST EL_OOR PLAN project no 21041 1/411 = 1'-0" 1ST FLOOR AREA = 1 ; 830 S. F. EXISTING SUNROOM = 212 S. F. sheet # r A - 1 &awinq title EXISTING 1ST FLOOR PLAN O"y 00, -,O\ �]z F---------------------------1 LLJ Ln 00 00 (DN (0 CN 0�(0 (0 x x 3�:< 0 Lull mz 6 F-:0 Li C� Of ,I- Ln 000 ry Of 0(D < N ------------------------------------- ------------------------ - ------------------------------------ 4:%L \——————— —————/ EXISTING ROOF STRUCTURE TO BE REMOVED LOFT EXISTING Au z v 11 < I ------------------ --- LOFT STUDIO ui EXISTING PORTION OF EXISTING LOFT TO BE REMOVED —————---—————————--——— 0 > LIVING ROOM OPEN TO BELOW rf-= 1 -01 L C; z 0 EXISTING SKYLIGHT UNITS TO 5 b- BE REMOVED < L————————————————————————A——————-i uJ ci L----------------------------------t------------------ --------------------------------------- 0 z -i I--- Lj 0 -------------------------------------- , = 0 00 V) 4- < LL- u :D 0 Q) 0 0, CXD 0 < Ja-L-,: JULY 2021 5cale: 1/4" = 1'-0- EXI STI N G Jrawr bq: C.W.Kuehn IS E C 0 N 1) FLOOR PLAN 1/40) 11-000 Z'-ND FLOOR AREA 237 S.F. project no: 21041 # A - 2 Jrawinq title EXISTING 2ND FLOORPLAN 7- ;>00IIII' EXISTING SKYLIGHT UNITS TO BE REMOVED NJ _ EXISTING ROOF STRUCTURE TO �7— I� I I� LLJ k 00 ( )Fr-- 00I ro II II w IL= =J o 0 I X3�-Q — — — — — — — — — — — — — — — — — — — — — — — — — — O wli U m w 6 �� �Ln 000 LLQ = I EXISTING WINDOW UNITS TO 0 N BE REMOVED EXISTING Q O N FRONT ELEVATION = EXISTING WINDOW UNITS TO BE REMOVED v F- -1 EXISTING ROOF STRUCTURE TO Ili III BE REMOVED IIrL �I III III &i=�A LJ — -- — — __ — _ —_-- l'Q ------------------------------------._--- ILI EXISTING WINDOW UNITS TO BE REMOVED Ll III III ILI Q) 0 c EXISTING RIGHT SIDE ELEVATION 1/419 — 1'-0" p zQ o 0 O Y o o � o ,1 Q L'� } V) Ci EXISTING ROOF STRUCTURE TO — BE REMOVED O Z zCi C/) F- w o z C � O 0 0 U) 0 cn c.) � L ) o _J �— a Q 00 F—'------------------------------------ — — — — — — — — — — — — — — — — — L — __�_ — ---------------------- — — — — — — — — — — — — — — T dates JULY 2021 EXISTING WINDOW UNITS TO BE REMOVED _ II II II II II scal e 1/4" = 1'-0" it li I li it l drawn bH; C.W.Kuehn IFchecked bu project no 21041 EXISTING WINDOW UNITS TO BE REMOVED EXISTING sheet # REAR ELEVATION A - 3 1/411 11-0l) drawing title EXISTING ELEVATIONS 14'-6' 17'-0' 39'-2' 2" X 6" WALL STUD EQUALEQUAL 2" X 6" PLATE (2) LVL HEADER FOAM INSUL. 2" X 6" PLATE WINDOW OR DOOR BATH I UNIT z LLJ LO 00 x BEDROOM #3 —_ I 00 co U N W �j N TYP. HEADER DET. D x �Q • _ = o O LL1 LL_ om rl mz (xi �J NI 'J Qf'' LJU-)s.d. O 00 QO N z co N Q Z N w 1 W�0 7'-0' 7'-0'fl U C3 I F T EXISTING -------- -----I '' --- 1 I KITCHEN rJ �� o EXISTING ® --- --- �;) o SUNROOM I� 2468 1 cc� zw J o , EXISTING W.I. CLOSET J X 0" Q _ � 2 MASTERBEDROOM VAULTED CEILING T7 7S z 2668 � -6" x 7'-0" i s.d. EXISTING - ' island 1 °° I — — III E1�71�G II1 — I �i w I-- - f ., CEO DT s.d. ---- I C �X 5' CUPOLA 1 ( 1i k� //� I Q __ 1 1 I� 14'-0' I 9 -1 r Cr Q 2 2X10 1�1 I 1 I JI IJ EXISTING GIRDER _-J L--------------- - 2 68 I oo ID[ I NI IN - - - - - 1 I I TO REMAIN AS IS r___------ MASTER x .-+ ua w z Ilk I IBATH N ® "' ---- TILF FLOORINGLd o V) ------- ----- - --- o > --- I 72" w FAMILY ROOM �' I FSHOW I 1 % o ------ LIVING ROOM EXISTING (n _=J� I I I Q' N EXISTING Q -- - �-- � a N s.d. _0 N g (3o BEDROOM #2 Au w o' CO � b I I O Q 2668 X r. 2468 II 30 0" N EXISTING CIS N u SHO o O Z Q 0 20'-0' 11'-0' 14'-0' %1 O N2468 'o ® ' o Li0 w (v ® > (2) 2" X 12" Q C-� uJ EXISTING EXISTING EXISTING 0l__ J Zwo J J BATH U) � z 0 Z) TILE FLOORING �.� o) R502.8 - CUTTING, DRILLING AND NOTCHING: U O U O STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED 0 lw_ Lr� IN f= 0XCESS OF THE LIMITATIONS SPECIFIED IN THIS SECTION: Q 0 0 5'-6' 5'-6' R502.8.1 SAWN LUMBER: NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT date. EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE JULY 2021 LONGER THEN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL 14'-6' 56'-2' scale NOT BE LOCATED IN THE MIDDLE .ONE-THIRD OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE 1/4" = 1'-0" DEPTH OF THE MEMBER. THE TENSION SIDE OF MEMBERS 4 INCHES (102 MM ) drawn bu OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT C.W.Kuehn AT 'THE ENDS OF THE MEMBER. THE DIAMETER OF THE HOLES BORED OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF PROPOSED LEGEND NOTE chocked bu THE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2 INCHES TO THE s.d. TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHER HOLE LOCATED KA SMOKEDETECES TORPER RED INTERCONNECTED IN 1fHE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE FIRST FLOOR PLAN ® CORNER POST HOLD DOWN BRACKET u� project no SHALL NOT BE CLOSURE THEN 2 INCHES TO THE NOTCH. X SEGMENTED SHEAR WALL h.d. INDICATES D 21041 1/4" = 11-0" HOLD DOWN STRAP `" HEATDETECTOR PER 30NNECTED R502.8.2 ENGINEERED WOOD PRODUCTS ❑ POST FROM ABOVE CUTS, NOTCHES ANID HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE ® SOLID POST INDICATES HARDWIRED CARBON MONOXIDE AREA OF BEDROOM & BATHROOM RENO — 608 S.F. ® DETECTOR TO BE MOUNTED NEAR STAIRWELL LUMBER, STRUCTURAL GLUE—LAMINATED MEMBERS, CROSS—LAMINATED CO ON EACH FLOOR ® HEIGHT OF 54' A.F.F. Sheet # TIMBER MEMBERS OR I—JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED DET PER R315 BY 'THE MANUFACTURE'S RECOMMENDATIONS OR WHERE THE EFFECTS OF INDICATES MIN. 50 CFM FAN VENTED A - 4_ 4 SUCHALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE ® TO OUTSIDE AIR MEMBER BY A REGISTERED DESIGN PROFESSIONAL. drawinq title PROPOSED 1ST FLOOR PLAN 14'-6' 17'-0' 39'-2' F--—————————————————————————- 7- LdLn 00 00 0 r-O N ft�(D 0 x x _1Ku c 1 3 0 Lij Li- c I D zr m m z I cu in (j F__70 cu Li Q�-.4- Ln 000 o(o < Z 91-89 21-0, (D 31-6' 4'-10' 4'-10' ------------- ------------ ------------- --------------------------------- ------------ ----------- < ------- -------------- rr- --------------- cu t T 7 C3 �A ——--————— BATH 00 Ln x @ fe A2468 V14 7 c 1 0 IL-------- --------- ----- --- 41-0# 1 81-8' 21-1' F A TH_ a 2468 7 C) REMOVE EXISTING WINDOW UNIT CLOSE OPENING af -REMOVE EXISTING "LOFT" LOFT STUDIO < 00 z % z ?< —— ——————————- 11, — "N Do uj 0 uj �J\ U) 111VING ROOM x ---------------------- Lu 30" X 30" INSULATED 0 > I c uj OPEN TO BELOW ACCESS DOOR TO ATTIC SPACE o cy- --------L of F_ F__ I 2"X811' C.J I -cu @ 16t' O.0 cn z 0 F- 0 0 ,_ L < C—D 3:: V) L-------------- --- ---------- ----I-------------------------------------- = ui d 4d 0 z _j Lj 0 z 0 00 m V) C/-) 0 4_1 < F- D 0 o 0 0 0 _j c3o 0 31-00 31-0# 3'-01 + 31-0s 71-5s 61-0'r 91-10, 61-0' 2'-1!!4 JULY 2021 14'-6' + 56'-2' 1/4" = V-0- &awn bq: C.W.Kuehn PROPOSED SECOND � LOOR PLAN projectrio: 21041 1/411 11-011 2ND FLOOR AREA 237 S.F. A - 5 &awirq title PROPOSED 2ND FLOORPLAN "BOARD & BATTEN" SIDING ON GABLE RIDGE VENT TYPICAL ROOF 30 YEAR ASPHALT ROOF SHINGLES PREFINISHED STANDING SEAM MTI- ROOFING -- - - OVER 30 LBS ASPHALT ROOF FELT OVER 30 LBS ASPHALT ROOF' FELT OVER 1/2" CDX PLYWOOD SHEATHING OVER 1/2" COX PLYWOOD SHEATHING 2"X10" RR ® 16" O.C. 12 12 RIDGE VENT 7� �7 -- — 12 Ulu] 3046 D.H. LQ "BOARD & BATTEN" SIDING ON GABLE - - - - - - - - - - - - - - - - 11 I ' J cF 00 00 OVER PREFINISHED FASCIA 00 OVER 5/4" X WOOD BLOCKING 0 uJ N r-uJ W �N c5 ANDERSEN WINDOW UNITS OR APPROVED EQUALI IL�Jl I ow� C/) rl M LLJ Lon 0-00 of �N REMOVE EXISTING WINDOW UNIT O N CLOSE OPENING PROPOSED FRONT ELEVATION 1(0 12 U 124.5 +/- 1/41' = 1'-091 12 12 7 7 TYPICAL ROOF 30 YEAR ASPHALT ROOF SHINGLES 7 RIDGE VENT -- -=- OVER 30 LBS ASPHALT ROOF FELT OVER 1/2' CDX PLYWOOD SHEATHING =-- 2"X10" RR ® 16 O.C. 71, 12 1� t 4.5 +/- ZZ / T + 2040 2040 Z ---o D.H. D.H. —_ W lL — — D --- (n -- — -- O W C � � N U N PREFINISHED STANDING SEAM MTL ROOFING a) PROPOSED OVER 30 LBS ASPHALT ROOF FELT OVER 1/2" CDX PLYWOOD SHEATHING RIGHT SIDE ELEVATION U, o 1/4" = 19- 0°' RIDGE VENT Z O o � o "BOARD & BATTEN" SIDING 0 D ON GABLE Q �--� V) PER CODE SECTION 9051.2 'ICE BARRIERS' 0 PROVIDE A SELF-ADHERING POLYMER-MODIFIED � Z p BITUMEN SHEET SHELL BE PLACED FROM THE LOWEST Z W F_ EDGE OF ALL ROOF' SURFACES TO A P❑INT UP FROM THE INSIDE FACE OF THE EXTERIOR WALLS AS RIDGE VENT -r o FOLLOWED - 24' UP ON ALL ROOFS WITH PITCH OF --- +� Q IV- U 8/12 OR LESS AND 36' ON ALL ROOFS WITH PITCH u w� LA � :3GREATER T11AN 8/12 = AW31 H s_ 24" — Q _J OO 0 min. Wl date; JULY 2021 - - - - - - - 1/4" = 1'-0" drawn b�: A2 A2 A2 A2 C.W.Kuehn checked bu I project no FWGI306821041 FWGI3068 sheet # PROPOSED A - 6 REAR ELEVATION drawingtitle PROPOSED 1/41) = 1'-0" ELEVATIONS 2 x 4 continuous —truss or ceiling joist lateral brace at min. 6'-0" o.c. ---------------------------- 2 — 10d nails ea. joist I I I I 10 -- 8d nails I I 1 gable end truss 1 I I I I I I 1 I � 5d cooler nails at10" o.c. 20 gage strap I I 2 x 4 block nailed to each I brace with 4 — 10d nails —10 — 8d nails gypsum board I I --Jendwall studs I I 5d cooler nails at 7" o.c. i I I T 1 EXISTING R.R. EXISTING R.R. I W LO CEILING BRACING @GABLE E N D WA L L i TO REMAIN AS IS TO REMAIN AS IS1 00 ( � I I I V � (D I, I -c14 I , W ry 01-1 � I x I I O w� 1 mz double 2" x 4" post to I 1 v 0 1-0 ridge I I LTJ ry Ln O I I __J �� Q � I cV --T --- 0� 7 1- - --------------� O(0 ———————————————————————— F ---- -------------- � I I I I double or triple ceiling joist I N < ZN '1 of I I I I II 0 11 I as er Ian P 9 1 1 I I I I I I I ---- -------- ( refer Po 2nd fl. plan ) I Q N I J N I J I I I I I I I II I ( U Z Z v v I I I 1 d (3o f I I I F- � z 61 I I I Io _ N j CO 0 w � I -------- I I I L � Q j II� x cO �11 1 I 1 1 1 ^0 � wv I I o I I I I Q I IIN - @ NI I - - - - x �� I I I I I I I I Z z z Z I 14 N I 1 (2) 9 1/4" LVL ® I RIDGE HIP POST DETAIL I I 1 I ► Q af Q " " I I I I I F_ , N w �-——— J _ (2) 2 X10 _ �`' Ar I I I I I I w w - - -- -- i J �\� SCALE: NOT TO SCALE DETAIL — C Q z I I N .. .. 2„ X 10" R.R. is .. ,} c" _DET_A_IL_4 1 w 1 1 © 16 O.C. � - SHT T-5- i w o �I� �� , �� I �_-, ♦ 1 � �l �I I ,P., sFGI 1 I ��., sF,GI i ,� �., i - � 12 12 cn (2) 2" 10" co F (2) 2„ 10„ � 1 I o , o I ci I Qv 2" x 4" C.T. @ 32" O.C. Z � 5 I 5!1 I 5' 1 5!1 i o Ld I I � W I I I ry I w � N 04 w 1 4 1 x 1. —— r 04 1 I I i i 2' 10" R.R. 2" X 1�0" R.RI II II I I II II I 16 O.C. ® 16 O.C. I L----------- ---- I I (. I ROOF OVERLAY SECTION ----- ----- F TYPICAL ROOF DETAIL 4 PREFINISHED STANDING SEAM MTL ROOFING ;1100r 30 YEAR ASPHALT ROOF SHINGLES 100,-——————- OVER 30 LBS ASPHALT ROOF FELT OVER 30 LBS ASPHALT ROOF FELT SHT T-5 OVER 1/2" CDX PLYWOOD SHEATHING OVER 1/2" CDX PLYWOOD SHEATHING2X8 RR ® 16" O.C. 2"X10" RR ® 16" O.C. 12 4.5 DETAIL 3 SHT T-5 I PRE-FINISHED VINYL SIDING �� \ 1/2" RIGID FOAM BOARD (R-5) ALIGN CLG. rA I CLG. \�� j � X � TYVEK AIR INFILT. BARRIOR 1/2" GYP dD ON WALLS 1/2 PLYWD SHEATHING AND tLr/(TYP) 2"X6" WD STUDS ® 16" O.C. ,7 / �� Z LOFT STUDIO BATH EXISTING PROPOSED\ , S / 5 1/2" (R-21) BATTS 00 00 U 0I c0 N WN FAMILY ROOM EXISTING Ix3:x< C40O mZ U wLL- (j of0� __JO� � Q [if N O(0 Z N EXISTING BASEMENT U BUILDING SECTION - A T DETAIL 4 -5 C � 1 � TYPICAL ROOF 30 YEAR ASPHALT ROOF SHINGLES DETAIL 3 OVER 30 LBS ASPHALT ROOF FELT _ OVER 1/2" CDX PLYWOOD SHEATHING 2"X10" RR ® 16" O.C. � SHT T-5 cn D o O Y 1 \1 0 0 o o Q 3: 0 Z o wo z � O 008" (R-30) BATTS 1/2" GYP BD ON WALLS AND CLG (TYP) 0 o' Do BEDROOM C2 MASTER BEDROOM o Q O EXISTING VAULTED CEILING Q EXISTING dare 177 JULY 2021 SCa e 1/4" = 1'-O" EXISTING CRAWL SPACE drawn bU C.W.Kuehn checked b�� project no; BUILDING SECTION - B 21041 1/419 sheet # A - 8 drawing title BUILDING SECTIONS go TYPICAL ROOF 30 YEAR ASPHALT ROOF SHINGLES OVER 30 LBS ASPHALT ROOF FELT OVER 1/2" CDX PLYWOOD SHEATHING 12 2"X10" RR ® 16" O.C. 7 W 00 ao DETAIL 300 1 /,-------- U (0 N / SHT T-5 III '�N 8" (R-30) BATTS 2" X 8" C.J. -�\// W �_ 1/2 GYP BD ON WALLS AND CLG (TYP) I X 3�:Q O ( ) m Z Z MASTER 0 1=O BATH BATH W.I. CLOSET (v a- O LO LL °- Q = I �N O(D Z N Lw r l u7 EXISTING CRAWL SPACE V v BUILDING SECTION - Ct .' 1/401 = 1'—O" PLUMBING AND HEATING NOTES: '•n, -r �,�r\°f P3103.1 ROOF VENT EXTENSIONS OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATEST. WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSE, OPEN VENT PIPES >, SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE ROOF. P3103.2 FROST CLOSURES 3" V WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0'F OR LESS, VENT 1 EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE _— ————_I 2" V 13" V 2" V —T————_T- THERMAL ENVELOPE OF THE BUILDING. I 11 1/4" V I I I 1 1/4" V I I o 1 1/4- V 1 1 I I 1 1/4- V 1 1 LAV I I 1 LAV I I O TABLE P3201.77 SIZE OF TRAPS FOR PLUMBING FIXTURES 1 i we we 1 TUB 2" w 2" w Tus I I TRAP SIZE I 2" W 2" W (INCHES) 1 PLUMBING FIXTURE MINIMUM 1 CO 2" W 0 1% PITCH 4" W 0 1% PITCH 4" W 0 1% PITCH 2" W 0 1% PITCH 1 CO 1 Q I BATHTUBS ( WITH OR WITHOUT SHOWER HEAD 1 AND/OR WHIRLPOOL ATTACHMENTS ) 1 1/2- L-_ 4" s I o o � BIDET 1 1/4- 1 1 1/4" V I 1 1/4- V 1 Q L'� N CLOTHES WASHER STANDPIPE 2" w 1 O zo KITCHEN SINK LAV U) -� w O DISHWASHER ( ON SEPARATE TRAP ) 1 1/2" FOR CONNEDISHWACTION we p o 0 FLOOR DRAIN 2" 4" s 2" yy H- 2" W 4� Q H LL. U 0� U O KITCHEN SINK ( ONE OR TWO TRAPS, WITH OR 1 1/2" Q) LLI Ln WITHOUT DISHWASHER & FOOD WASTE DISPOSER ) ICO o H 4" W 0 1% PITCH Q 00 O LAUNDRY TUB ( ONE OR MORE COMPARTMENTS ) 1 1/2" Q LAVATORY 1 1/4- 4" CO SYSTEM CO 4" W 0 1% PITCH da�e, SHDWER ( BASED ON THE TOTAL FLOW RATE EXISTING JULY 2021 THROUGH SHOWERHEADS & BODY SPRAYS ) HOUSE TRA? WASH FLOW RATE: MACH SCa 5.7 GPM AND LESS 1 1/2" 1/4" = 1'-0- MORE THAN 5.7 GPM UP TO 12.3 GPM 2" drawn bq MORE THAN 12.3 GPM UP TO 25.8 GPM 3" MORE THAN 25.8 GPM UP TO 55.6 GPM 4" C.W.Kuehn checked bu NOTE: WATER SUPPLY & DISTRIBUTION PER CHAPTER 29 OF THE 2020 NYS RBC project no; ALL VENTING PER CHAPTER 31 OF THE 202 NYS RBC PLUMBING RISER D 21041 TRAPS PER CHAPTER 31 OF THE 2020 NYS RBC NO SCALE NOTE: sheet # A - 9 drawinq title BUILDING SECTIONS SEC. R314 - SMOKE ALARMS 915.2.3.1.1 - CARBON MONOXIDE ALARM: 1" RIGID FOAM BOARD INSUL TESTING SMAOKE ALARMS SHALL BE PROVIDED IN ALL NEW & EXISTING CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ALL NEW & EXISTING R-5 THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS BUILDING AREAS AS FOLLOWED: BUILDING AREAS AS FOLLOWED: �ftiFti HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER R314.1 .1 LISTING: 915.2.3.1 .1 .1 HOUR IN CLIMATE ZONE 4. TESTING SHALL BE CONDUCTED IN SMOKE ALARMSSHALL BE LISTED IN ACCORDANCE WITH UL 217 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AT A A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE THAN ONE PTRSSURE OF 0.2 INCH W.G. ( 50 PASCALS . WHERE REQUIRED BY R314.3 LOCATIONS CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO ASSURE __ THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: THAT NO SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET AWAY FROM THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL A CARBON MONOXIDE ALARM. BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDE TO THE 1 . IN EACH SLEEPING ROOM. CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY 915,2,3,1 ,1 .2 CREATION OD ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. OF THE BEDRROMS. A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS A CARBON MONOXIDE SOURCE ( ANY APPLIANCE, EQUIPMENT, DEVICE OR SYSTEM DURING TESTING: AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND THAT MAY EMIT CARBON MONOXIDE ) CONTINUOUS BEAD OF SEALANT 1 . EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL INHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT AT GYP. BD. SEAMS BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING z `r LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT SECTION R310 EMERGENCY ESCAPE & RESCUE OPENINGS OR OTHER INFILTRATION CONTROL MEASURES. c�0 LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL CONTINUOUS BEAD OF SEALANT 13UFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER R310.1 EMERGENCY ESCAPE & RESCUE OPENING REQUIRED: AT GYP. BD. SEAMS 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKE-UP AIR, BACKDRAFT 00 LEVEL IS LESS THAN ON FULL STORY BELOW THE UPPER LEVEL. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND c0 cv THAN ONE OPERABLE EMERGENCY ESCAPE & RESCUE OPENING. WHERE BASEMENTS INTENDED INFILTRATION CONTROL MEASURES. N 4. `.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTAL CONTAIN ONE OR MORE SLEEPING ROOMS, AND EMERGENCY & RESCUE OPENING 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, 17ROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE & RESCUE SHALL BE OPEN. 13ATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF OPENING SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT W ry co A SMOKE ALARM REQUIRED BY SECTION R 314.3 THAT OPENS TO A PUBLIC WAY. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND Off`' R314.4 INTERCONNECTION R310.2.1 MINIMUM OPENING AREA EXTERIOR WALL AIR SEAL AT TOP PLATE HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED. 3: x Q WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED EMERGENCY & ESCPE RESCUE OPENINGS SHALL HAVE A CLEAR OPENING OF NOT - O w L` Q 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF T m z WITI4IN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, LESS THAN 5.7 SQ. FT. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SCALE: NOT TO SCALE THE TEST, SHALL BE TURNED OFF. 1 THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ( � p bf It THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALRMS IN ESCAPE & RESCUE OPENINGS FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF " ' U a- O Ln THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF SMOKE SHALL BE NOT LESS THAN 24 IN. AND THE NET CLEAR WIDTH SHALL BE NOT LESS THE TEST, SHALL BE FULLY OPEN. ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE THAN 20 IN. — I INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. —J R310.2.2 WINDOW SILL HEIGHT O WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE & RESCUE OPENING INSULATE EXTERIOR STUD WALL LL z cv IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 IN. ABOVE THE FLOOR. DUCT & PLENUM INSULATION AND SEALING: Q CONTINUOUS BEAD OF SEALANT SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED = cfl EXPANDING FOAM SEALANT AT AT GYP. BD. SEAMS WITH A MINIMUM R-6 INSULATION WHERE LOCATED IN UNCONDITIONED EXTERIOR SHEATHING SEAMS SPACES AND WHERE LOCATED OUTSIDE THE BUILDING WITH A MINIMUM U V R-8 INSULATION IN CLIMATIC ZONE 4. WHERE LOCATED WITHIN A CONTINUOUS BEAD OF SEALANT BUILDING ENVELOPE ASSEMBLY, THE DUCTS OR PLENUM SHALL BE --- — ----- - - AT PLATE TO FLOOR INTERSECTION SEPERATED FROM THE BUILDING EXTERIOR OR UNCONDITIONED OR TABLE B402.4.1.1 CONTINUOUS BEAD OF SEALANT EXEMPT SPACES BY A MINIMUM OF R-8. AIR BARRIER AND INSULATION INSTALLATION AT GYP. BD. SEAMS COMPONENT l AIR BARRIER CRITERIA F _..._. t&°<SUt ATC£ *�INSTALLATION �£3TEl�tA I __.... ._......_....._................................. - iA continuous air barrier shall be instidled in the CONTINUOUS BEAD OF SEALANT 1building c-rzveatjiae. AT TOP & BOTTOM OF RIM JOIST PIPING INSULATION: i I Air- ermeab!c inNulation shall not be used aas a General requircments I The.exterior th.nrtnal envelope contains a ccantintanus � �e:alrnr trtaterial. �„� beerier. PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL lHmA orjointsinthe air battri;rsBE THERMALLY INSULATED IN ACCORDANCE WITH TABLE C403.2.10 ?I.l be seaaletl. � � T•he aair bartiet in any dropped ceilingfsoffit shrill tie latign�d�s�arith the;irttiulaation gaud an.� va as ill the m- � � 1 ,. CONTINUOUS BEAD OF SEALANT f"€Ili J�at<.ic barrier shall be seal,A,d, The i€Ysula°inn.i.,<an,,,,,dropped ceil:i g/I�of it shall •7\N'o.02'1s AT GYP. BD. SEAMS DUCT TESTING: \_ 11-1/1'R, c as a3 €rt'rI till tla< air b<rrrir r. Access openings,cla,apdca.rrt.stailxsorknee wall dcaiers xc alc;al. DUSTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY t�sditioned attic spaces shall be € CONTINUOUS BEAD OF SEALANT rCavities within corners and la.caadcrsa of fratar?� EXPANDING FOAM SEALANT AT � AT GYP. BD. SEAMS ONE OF THE FOLLOWING METHODS: IT1te junctitsrr of the fool ttl,rtictta rand sill plYr#c sla:rll.lFrs 1. safls :>h z4l Ise i ,ul a'erI tis,ct�rr;plett f4 l llin Ilse EXTERIOR SHEATHING SEAMS d seale . l Icavity with Atrrraw<-i.all€<€,,>iragt:thermal rese ±ance 1 . ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A Walls 3 The junction of the top}Maxe and the trip of exterior ca, #T-3 flet inch realer€rrttarn. INSULATE EXTERIOR STUD WALL PRESSURE DIFFERENTIAL OR 0.1 INCH w.g. ( 25 Pa ) ACROSS THE T 1walls shall Ile sealed, Ext,.for thermal envelope insulation for framed SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE � Knc>c marlls shall be sealed, walls shall be ingallerl in sarlsstaartiral conut -t and IF INSTALLED AT THE TIME OF THE TEST. All REGISTERS SHALL BE .._ 1sntnu _ al.. . --ra the air barrier,__ __ ..... . ...__ .---- S S TAPED OR OTHERWISE SEALED DURING TESTING. ;The space between window/door jambs arca frami',mz, itttfcrw:,,skyli ht and doorsaand skylights and framing simil b> ale�l. 1 . POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A lima joists Cti.rrt joists shall include tlae arir barrier. fire jtist:>shall be i€z ulac:ect. PRESSURE DIFFERENTIAL OR 0.1 INCH w.g. ( 25 Pa ) ACROSS THE ! 11oor 11-aanring cavity insulation shall he installed SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. Q) to,maint;ait'rp rlmm.etatcont<°c(with th<,ttn(L,rsidk_ EXTERIOR WALL AIR SEAL AT PLATES All REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING TESTING. 0 of 8&41oor dec:l,ing„or floor frarning ca"ity Floors(incl€ad"€ne above garage aarld I The nir harrier shall he im;(al letl at any cxpo,M€dge ins,,datic-)sh.11 be lsc;mitte€i to b, ill c.mita t with SCALE: NOT TO SCALE 0 cantilevered floors) !of insulatiotl. the top A&o sl<<;rrtlri'aw?.or€or€ti€tuo rS in ialat°cart installed on the underside of f(x.)r fraatririg aeed � l extends frotaa the batt€.Sann to the top of all l ''rirt(ter il{bt3r" atria€ia„? n-wrrtbcrs' I Exposed earth in unverttect crawl spaces,,,hall Ire `her€>provided inste,d til'floor insulation, Crawl space walls covered with a C:la,s I vapor retarder%,ith insulation shell be permanently altached to the overlapping joints latpe€l. erwa Ispat e walls, � ..............._................................ V)Z ¢ 0 T3uct shafts,utility penetrations.and flue shafts INSULATE EXTERIOR STUD WALL Shafts,p�enetraatinns Iopening to exterior or annconditioned space shall be � (=> J I sealed.- - 0 _ _ ____ _ ___ ___.___.____ ._... _._.._... ........._...........................................__...._......._._._..__.___....__. _ _ _.., _ CONTINUOUS BEAD OF SEALANT Batty ire na€rrnw ,tvitic; slaarll bf,”cut.Ira fit,or " < � V) AT GYP. BD. SEAMS MIN. 1/2 3 PLY PLYWOOD Q C.� narrow cavities sh dl be filled by insulation that EXPANDING FOAM SEALANT AT � � Narrow cavities � SHEATHING PANEL - GLUED Z w on inslaal.lafion r,,°adily conforms to t. w available EXTERIOR SHEATHING SEAMS �j Z c sax ity 41'+aCi. TO WALL STUDS O w _J ..._....._._...._..............-_.......... __......... ....._ _ .- . - _- _ _ _ _ s Garage separation tAir sealing shall be provided between the garaage and CONTINUOUS BEAD OF SEALANT Oz o 0 t:cartc,rtroned spaces. AT PLATE TO FLOOR INTERSECTION . F= 1— _ � ..... ..._'_. .".... ......... .. .. ,,........,___.__-_ 6D COMMON NAILS ® 6 O.C. U A ._._.._..,�,.,,.. ._._..______„__1­1..... ........._., ..... _..... _,......�.,,. CONTINUOUS BEAD OF SEALANT 12ec.asseci lighting I Recessed light fixtures iaa,tuilett Ira the beriltfira Reo;ssed ligfrt fixtua�es installed i€a the building AT PERIMETER j � � 0 I tberrnal,envelope shaala be s,_aaled to the drywall. theran:al envelope shaall.be Ar tight and TC rated, AT GYP. BD. SEAMS Ld L r__ _...__.........._...__....._.._....._................................._..._........................... ... ..._ Katt insulation.skill be cut€eat1 to fit around 0 Q CC) 0 I v,iritwl and plumbing in c'i.crior avails.o Q CONTINUOUS BEAD OF SEALANT EXPANDING FOAM SEALANT AT Plumbim!-rami wiring insulation that rear inxtaallaation readily conforms to EXTERIOR SHEATHING SEAMS available space shall extend behind piping and AT TOP & BOTTOM OF RIM JOIST 6AD COMMON NAILS 0 12” O.C. - - ____ u. ai€.l__. _ G� I The air bar'ic:r installed at exterior+walls,djacent.to T JULY 2021 Sho+werlttab cert exterior wall showers and tubs shall separv.rc them from the F x,i.c rr€.r w<€l.Is a ljart fa€at.to c l�caa\t:rs a€ncl t€..l=s l€.:al! showers and trills. be irasuLltv"I. scale; The air barrier shall be installed behind electrical air l CONTINUOUS BEAD OF SEALANT 1/4" = 1'-0" Elec�tri"callphorze box tern exterior wale Communication boxes of air«seaah.tid boxes Olall be AT GYP. BD. SEAMS irtstaliexi. :, SIMPSON SC20 STRAP drawn bu L LL HVAC register hoot, HVAC regi,tef tx)ots that pcnetratt baailditw, thermal I CONTINUOUS BEAD OF SEALANT C.W.Kuehn envclopt shall he sealed to the strbfiooror tfrywall. EXPANDING FOAM SEALANT AT AT GYP. BD. SEAMS __.__.__.............__._.....__:.._.......,..__.... ........�... ........................._,...........�...............__._... EXTERIOR SHEATHING SEAMS checked b When required to'be.sealed.conc ealeci fire sprinklers � �{ shall only be,,sealed in a-manner thaat k roctsrxrtnended I INSULATE EXTERIOR STUD WALL Concealed sprinklers, by the.rtanufaactua�'r.C,aulldnq or Cather radhesive sealants shall not bW tried to fill voids bekween fire j project no sprinklcr co ger plaziees:ant#wally or ceilings. � [ 21041 In addition, inspection(if log mralls shall'be i€a<tccor>trrace With the provisions of ICC'400_ 34 :2015 INTERNATIONAL ENERGY CONSERVATION D � EXTERIOR WALL AIR SEAL AT CANTILEVER SHEAR PANEL DETAIL sheet # 1/2' - 1'-0" SCALE: NOT TO SCALE A - 10 &awinq title AIR SEAL DETAILS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301.2(1) ROOFING NOTES: GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN TABLE R602.3(1) SNOW a FROST UNE c UNDERLAYMENT FLOOD Asphalt strip shingles shall have a minimum of six LOAD SPEED (MPH)d TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN f WEATHERING , la TERMITE DESIGN h G FREEZING ANNUAL fasteners per shingle in the 110-130 mph wind zones. FASTENING SCHEDULE DEPTH F e REQUIRED HAZARDS I NUMBER & TYPE EFFECTS REGION I DEBRIS ZONE m CATEGORY _- TMP INDEX TEMP R905.1.2 ICE BARRIER. In areas where there has been a history of ice ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING & LOCATION 20 PSF 130 MPH NO NO 1M.1.C.M.H.W.L. C SEVERE 36" MOD. TO 11' REQUIRED FEMA X1500 52.9' forming along eaves causing a backup of water as designated in OF FASTENER HEAVY NFIP 9 9 9 P 9 WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA Table R301.2'1), criteria so designates, an ice barrier that consists of a least ROOF two layers of underlayment cemented together or of a self-adhering 4-8d box (2 1/2"x0.113") or WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING TEMPERATURE polymer modified bitumen sheet, shall be used in lieu of normal 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTER TO TOP PLATE (2 1/2"x0.113" or TOE NAIL ELEVATION LATITUDE P ym 3-8d common ) HEATING COOLING CORRECTION FACTOR TEMPERATURE TEMPERATURE COOLING DIFFERENCE underlayment and extend from the lowest edges of all roof surfaces to a 3-10d box (3"x0.128") or � g 3-3"x0.131" nails 40' N 12.5 DEG 84 DEG 1 70' 75' db 63' wb l 57.5 point at least 24 inches (610 mm) inside the exterior wall line of the building. C ) 2 CEILING JOISTS TO TOP PLATE 4-8d box (2 1/2"x0.113") or PER JOIST - TOE NAIL 3-8d common (2 1/2"x0.113") or COOLIIJG WIND WIND COINCIDENT DAILY WINTER SUMMER Tables R905.1.1(2) UNDERLAYMENT. For roof slopes from two units 3-10d box (3"x0.128") or TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY vertical in 12 units horizontal (17-percent slope), up to four units 3-3"x0.131" nails 9 15 7.5 71.5 IM 30% 45-55% vertical in 12 units horizontal (33-percent slope), underlayment shall be 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER 4-10d box (3"x(113") or ) FACE NAIL two layers applied in the following manner. Apply a 19-inch 483 mm PARTITIONS SEE SECTION R802.5.2 & TABLE R802.5.2 3-3" common il 1 2"x0.113" or Y PP 9 PP Y ( ) ( ) 4-3" x 0.131" nails PLANS ARE IN COMPLIANCE WITH 2020 BUILDING CODE OF NY STATE strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36- 4 CEILING JOISTS ATTACHED TO PARALLEL RAFTER ( HEEL JOIST ) TABLE R802.5.2 FACE NAIL 2020 BUILDING CODE OF NY STATE inch-wide (914 mm) sheets of underlayment, overlapping successive sheets ( SEE SECTION 8802.5.2 & TABLE R802.5.2 ) 2020 RESIDENTIAL CODE OF NY STATE 19 inches 483 mm , and fastened sufficient) to hold in lace. Distortions in `0 ( ) Y P 4-10d box (3"x0.113" or � 2020 EXISTING BUILDING CODE OF NY STATE the underla ent shall not interfere with the ability of the shingles to seal. 5 COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4 X 20 GA. RIDGE ( 1/2"x0.113" or FACE NAIL EACH RAFTER Ym Y g STRAP TO RAFTER 3-16d common 2 2020 FIRE CODE NY STATE For roof slopes of four units vertical in 12 units horizontal (33-percent slope) 4-3" x 0.131" nails ) I ' I 00 NFPA 70: NATIONAL ELECTRIC CODE (NEC), 2020 EDITION TABLE 3 01 or greater, underlayment shall be one layer applied in the following 6 RAFTER OR ROOF TRUSS TO PLATE 3-16d common (2 1/2"xO.113") or 2 TOE NAILS ON ONE SIDE & Q N 3-10d box (3 x0.148 ) or 1 TOE NAIL ON OPPOSITE SIDE manner. Underlayment shall be applied shingle fashion, parallel to and cv MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS 4-10d box (3"x0.113") or OF EACH RAFTER OR TRUSS starting from the eave and lapped 2 inches (51 mm), fastened sufficiently 4-3" x 0.131 nails U WEIGHTS OF MATERIALS to hold in place. Distrotions in the underlayment shall not interfere with the 4-16d (3 1/2'x0.135") or USE LIVE LOAD abilityof the shingles to seal. End las shall be offset b 6 feet 1829 mm . 7 ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER 3-10d common (3"x0.148") or TOE NAIL g p Y ) 4-10d box 3"x0.128" or TO MINIMUM 2" RIDGE BEAM (" ) 8301.2.2.2.2 4-3" x 0.131 nails • b R905.2.8.1 Base and ca flashing. Base and ca flashing shall be AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR ROOFS/CEILING UNINHABITABLE ATTICS WITHOUT STORAGE 10 P 9 P 9 3-16d (3 mo x0.135" or _ x Q installed in accordance with manufacturers installation instructions. 2-16d common (3 1I2"x0.162") or END NAIL O W < ASSEMBLIES OR 10 PSF FOR FLOOR ASSEMNLIES, EXCEPT AS FURTHER Base flashing shall be of either corrosion-resistant metal of minimum 3-3" box (3"x ails ) or m z LIMINTED BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE UNINHABITABLE ATTICS W/ LIMITED STORAGE b'g' 20 nominal 0.019-inch (0.483 mm) thickness or mineral surface roll roofing 3-3" x 0'131 nails I , o SHALL NOT EXCEED: - weighing a minimum of 77 pounds per 100 square feet (3.76 kg/m2). Cap WALLV J U d � , HABITABLE ATTICS & ATTICS SERVED W/ FIXED STAIRS 30 flashing shall be corrosion-resistant metal of minimum nominal g STUD TO STUD ( NOT AT BRACED WALL PANEL ) 16d common (3 1/2"x0.162") 24" O.C. FACE NAIL w �- O 00 1. 15 PSF FOR EXTERIOR LIGHT-FRAME WOOD WALLS - 0.019-inch (0.50 mm) thickness. 10d box (3"x0.128") or 2. 14. PSF FOR EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS BALCONIES ( EXTERIOR ) AND DECKS e 40 3" x 0.131" nails 16" O.C. FACE NAIL -I N 3. 10 PSF FOR INTERIOR LIGHT-FRAME WOOD WALLS - R905.2.8.2 Valleys. Valley linings shall be installed in accordance 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 16d common (3 1/2"x0.162") or Q o 4. 5 PSF FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS FIRE ESCAPES 40 with manufacturer's installation instructions before applying shingles. CORNERS ( AT BRACED WALL PANELS ) 3" x 0.131" nails 12" O.C. FACE NAIL z N 5. 80 PSF FOR 8" THICK MASONRY WALLS - Valley linings of the following types shall be permitted: 16d common (3 1/2"x0.162") 16" O.C. FACE NAIL 6. 85) PSF FOR 6" THICK CONCRETE WALLS GUARDRAILS AND HANDRAILS d 200 10 BUILT-UP HEADER ( 2" TO 12" HEADER WITH 1/2" SPACE ) 16d common (3 1/2"x0.162") 16" O.C. EA EDGE FACE NAIL 1. For open valley (valley lining exposed) lined with metal, the " 7. 10' PSF FOR SIP WALLS - 1sd box (3 1/2 x0.135") 12" O.C. EA EDGE FACE NAIL valley lining shall be at least 24 inches (610 mm) wide and of any „ f 11 CONTINUOUS HEADER TO STUD 5-8d box (2 (2"x0.113 ) or TOE NAIL GUARDRAILS IN-FILL COMPONENTS 50 of the corrosion-resistant metals in Table 8905.2.8.2. 4-8d common (2 1/2"x0.113 ) or 4-10d box ( 3"x0.128") PASSENGER VEHICLE GARAGES a 50a 2. For open valleys, valley lining of two plies of mineral surface 12 TOP PLATE TO TOP PLATE 16d common (3 1/2"x0.162") 16" O.C. FACE NAIL roll roofing, complying with ASTM D3909 or D6380 Class M , shall be 10d box (3"x0.128") or ROOMS OTHER THAN SLEEPING ROOMS 40 be permitted . The bottom layer shall be 18 inches (457 mm) and the 3" x 0.131" nails 12" O.C. FACE NAIL top layer a minimum of 36 inches (914 mm) wide. 8-16d common (3 1/2"x0.162")or FACE NAIL ON EACH SIDE OF END - - - -- 13 DOUBLE TOP PLATE SPLICE 12-16d box (3 1/2"x0.135") or JOIST (MINIMUM24" LAP SPLICE SLEEPING ROOMS 30 3. For closed valleys (valley covered with shingles), valley 12-10d box (3"x0.128") or LENGTH EA SIDE OF END JOIST) lining of one ply of smooth roll roofing complying with ASTM D 6380 12-3" x 0.131 nails . STAIRS 40 C at least 36 inches (914 mm) wide or valley 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d common (3 1/2"x0.162") 16" O.C. FACE NAIL f`��41 \�,iI/ '-A �. BLOCKING NOT AT BRACED WALL PANEL linin as described in Items 1 and 2 above shall be permitted. ( ) 16d box (3 1/2"x0.135" or " `✓ , -- g P ) 12 O.C. FACE NAIL rt r �� ,R,•' �,,, ' �, 3" x 0.131" nails Specialty underlayment complying with ASTMD 1970 may be used in lieu of the lining material. 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 3-16d box (3 1/2"x0.135") or 3 EA 16" O.C. FACE NAIL BLOCKING ( AT BRACED WALL PANEL ) 2-16d common (3 1/2"x0.162") 2 EA 16" O.C. FACE NAIL 4-3" x 0.131" nails 4 EA 16 O.C. FACE NAIL Fcr SI: 1 pound per square foot = 0.0479 Kpa 4-8d box (2 1/2"x0.113") °' or 1 square inch = 645 mm2., 16 TOP OR BOTTOM PLATE TO STUD 3-16d box (3 1/2"x0.135") or TOE NAIL 3-8d common (2 1/2"x0.131 ) or 4-10d box (3"x0.128") or pound = 4.45 N. 4-3" x 0.131" nails TABLE 3 01 . 7 3-16d box (3 1/2"x0.135") or END NAIL 2-16d common (3 1/2"x0.162") or a. Elevated garage floors shall be capable of supporting a 3-10d box (3"x0.128") or 2,000-pound load applied over a 20-square-inch area. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 3-3" x 0.131 nails 17 TOP PLATE, LAPS AT CORNERS OR INTERSECTIONS 3-10d box (3"x0.128") or b. Uninhabitable attics without storage are those where the clear height ALLOWABLE FACE NAIL between joists & rafters is not more than 42", or where there are not two STRUCTURAL MEMBER DEFLECTION 3-3" xc0.131" nails or or or more adjacent trusses with web configurations capable of accommodating 18 1" BRACE TO EACH STUD AND PLATE 3-8d box (2 1/2"x0.113") or a� an assumed rectangle 42" in height by 24" in width, or greater within the RAFTERS HAVING SLOPE GREATER THAN 2-ed common (2 1/2"x0.131") or FACE NAIL o L/180 2-10d box (3"x0.128") or C plane of the trusses. 3/12 W/ NO FIN. CEILING ATTACHED 2-STAPLES 1 3/4" The live loadneed only be applied to those portions of the joists or truss 3-8d box (2 1/2"x0.113") or bottom chords where all of the followingconditions are met: INTERIOR WALLS AND PARTITIONS H/180 19 1" x s" SHEATHING TO EACH BEARING 2-8d common (2 1/2"x0.131") or FACE NAIL 2-10d box (3"x0.128") or 1. The attic area is accessed from an opening not less than 20" in FLOORS L/360 2-STAPLES, 1" CROWN, 16 GA 1 3 " width by 30" in length and is located where the clear height in " 3-ad combox mon(2 1/2�0)131") or the attic Is not less than 30" CEILINGS WITH BRITTLE FINISHES ( INCLUDING 20 1 X 8" AND WIDER SHEATHING TO EACH BEARING 3-10d box (3"x0.128") or PLASTER AND STUCCO) L/360 3-STAPLES, 1" CROWN, 16 GA 1 3 " FACE NAIL z 2. The slopes of the joists or truss bottom chords are not greater than WIDER THAN 1 x 8 o Q 3-8d box (2 1/2"x0.113") or 0 Y 3-8d common 2 1 2"x0.131" or Y 2 vertical 'to 12 units horizontal CEILINGS WITH FLEXIBLE FINISHES ( / ) ~ o 3. Required insulation depth is less than the joist or truss bottom chord H/360 3-1od box (3"x0.128") or o o member depth. ( INCLUDING GYPSUM BOARD ) 3-STAPLES, 1" CROWN, 16 GA 1 3/r" Q C� N FLOOR Z w ALL OTHER STRUCTURAL MEMBERS L/240 21 JOIST TO SILL, TOP PLATE OR GIRDER 4-8d box (2 1/2"x0.113") or 0 -J Z 0 The remaining portion of the joists or truss bottom chords shall be 3-8d common (2 1/2"x0.113") or TOE NAIL to p% 3-10d box (3"x0.128") or designed for a uniformly distributed concurrent live load of not less that EXTERIOR WALLS-WIND LOADS WITH H 360 3-3" x 0.131" nails O I--- 00 10 pouns per square foor. PLASTER OR STUCCO FINISHES / " Q RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d box 2 1 2 x0.113" 4 O.C. TOE NAIL plane of the trusses. 22 PLATE ( ROOF APPLICATIONS ALSO 8d common (2"1/2"x0.131") or w u7 EXTERIOR WALLS-WIND LOADS WITH 10d box (3"x0.128 ) or 6" O.C. TOE NAIL Ir- __J c. Individual stair treads shall be designed for the uniformly OTHER BRITTLE FINISHES L/240 3" x 0.131" nails Q O0 23 1" X 6" SUB-FLOOR OR LESS TO EACH JOIST 3-8d box (2 1/2"x0.113") or distributed live load ora 300-pound concentrated load 2-8d common (2 1/2 x0.113") or FACE NAIL acting over an area of 4 square inches, whichever produces EXTERIOR WALLS-WIND LOADS WITH 3-10d box (3"x0.128") or 16 GA 1 3 1" CROWN, " date; the greater stresses. FLEXIBLE FINISHES L/120 2-STAPLES, JULY 2021 24 2" SUB-FLOORING TO JOIST OR GIRDER 3-16d box (3 1/2"x0.135") or BLIND OR FACE NAIL 162") d. A single concentrated load applied in any direction at any point LINTELS SUPPORTING MASONRY VENEER 2-16d common (3 1/2"x0. scale alongthe to WALLS L/600 25 2" PLANKS ( PLANK & BEAM - FLOOR & ROOF ) 3-16d box (3 1/2"x0.135") or AT EACH BEARING FACE NAIL p' 2-16d common (3 1/2"x0.162 ) 26 BAND OR RIM JOIST TO JOIST 3-16d common (3 11,2"x0.162") drawn bu e. See R507.1 for decks attached to exterior walls. 4-10d box (3"x0.128 ) or NOTE: L = span length, H = span height. 4-3" x 0.131" nails END NAIL C.W.KUEHN 4-3"x14 ga staples, 7/16" crown f. Guard in-fill components (all those except the handrail ), a. The wind load shall be permitted to be taken as 0.7 times NAIL EA LAYER AS FOLLOWS the Component and Cladding loads for the purpose of checked bu balusters and panel fillers shall be designed to withstand 27 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d common (3 1/2"x0.162") or 32" O.C. IN TOP & BOTTOM AND STAGGERED a horizontally applied normal load of 50 pounds on an area the determining deflection limits herein. 10d box (3"x0.128") or 24" O.C. FACE NAIL AT TOP project no equal to 1 square foot. This load need not be assumed to 3" x 0.131" nails & BOTTOM STAGGERED ON act concurrently with any other live load requirements OPPOSITE SIDES 21041 b. For cantilever members, L shall be taken as twice the lenght AND: of the cantilever.. 2-20d common (3 112"x0.162") or FACE NAIL AT ENDS & AT 3-10d box (3"x0.128 ) or EACH SPLICE h. Attic spaces served by fixed stair shall be designed to support the 3-3" x 0,131" nails minimum live load specified for sleeping rooms. C. For aluminum structural members or panels used in roof or )4-16d box (3 1/2"x0.135" ar # walls of sun-room additions or patio covers, not supporting 28 LEDGER STRAP SUPPORTING JOISTS OR RAFTERS 3-16d common 2 12"x") or62") AT EACH JOIST OR RAFTER sheet _ edge of glass or snadwich panels, the total load deflection 4-10d box (3"x0.128 ) or 4-3" x 0.131 nails shall not exceed L/60. For sandwich panels used in roofs 2-10d box (3"x0.128") or - or walls of sun-room additions or patio covers, the total load 29 BRIDGING OR BLOCKING TO JOISTS 2-8d common (2 1/2"x0.113") or 131" nails &awin deflection shall not exceed L/120. 2-3" x 0. q title CODE TABLE R404.1.1(1) TABLE R404.1.2(8) PLAIN MASONRY FOUNDATION WALLS MINIMUM VERTICAL REINFORCEMENT FOR 6,8,10 & 12 INCH FLAT BASEMENT WALLS PLAIN MASONRY MINIMUM MINIMUM VERTICAL REINFORCEMENT TABLE 3.2A ANCHOR BOLTS — SILL PLATE TO FOUNDATION TABLE 3.2B Bottom Plate t0 Foundation Connections NOMINAL WALL THICKNESS SIZE AND SPACING CONNECTIONS RESISTING SHEAR LOAD FROM WIND (Anchor Bolts) Resisting Lateral & Sheer Loads From Wind (inches) ( ) — Exposure B (Prescriptive Alternative to Table 3.2) — Exposure B (Prescriptive Alternative to Table 3.2) SOIL CLASSES & DESIGN LATERAL SOIL PSF PER FT. OF DEPTH b SOIL CLASSES MAXIMUM MAXIMUM MAXIMUM MAXIMUM GW, GP GM, GC SC, MN, Three Second Gust VBpded (mph) 85 90 1 100 110 120 130 140 150 Three Second Gust Win 90 100 110 120 130 140 150 WAL- UNBALANCED WALL. UNBALANCED SW and SP EM, EM-SC ML-CL and Speed (mph) HEIGHT BACKFILL GM, GC SC, MN, HEIGHT 6AGKFILL and ML inor inorganic CL Foundation BUILDING DIMENSION 1/2" ANCHOR BOLTS 9 Supporting PERPENDICULAR TQ Bottom Plate to Foundation Foundation 1.534 (feet) HEIGHT GW, GP EM, EM-SC ML--CL and (feet) HEIGHT 30 45 60 SHEARWALL LINE (� NUMBER OF BOLTS REQUIRED IN SHEARWALL �I�if anchor Bolt Connection Resisting Supporting Maximum Anchor Bolt Spacing (in.� (feet) c SW and SP and ML inorganic CL (feet) c 12 2 2 2 2 3 3 3 4 MINIMUM WALL THICKNESS INCHES 16 2 2 3 3 3 4 4 4 1/2" Anchor Bolts d d 6 8 10 12 6 8 10 12 6 8 10 12 1 STORY 24 3 3 4 4 5 5 5 7 30 5 4 6 soli or 6 sollCl or 6 so1ICI or 20 2 3 3 4 4 5 5 6 St1-3 ores 5 6 soli or 1 8 10 5 4 NR NR NR NR NR NR NR NR NR NR NR NR 28 3 3 4 5 6 6 7 8 Lateral and Shear Loads 32 3 4 5 5 6 7 8 10 5 NR NR NR NR NR NR NR NR NR NR NR NR 1 36 4 4 5 6 7 8 9 11 5/8" Anchor Bolts 40 4 5 6 7 8 9 10 12 6 4 6 soli or 16 soli or 6 soli or �- 4 NR NR NR NR NR NR NR NR NR NR NR NR 50 5 6 7 8 10 11 13 15 Stores 45 5 6 solid or 1 8 10 6 60 6 7 8 10 11 13 15 17 5 NR NR NR NR NR NR NR NR 4@35' NR NR NR 70 7 a 9 11 13 15 18 20 LO 6 8 10 12 6 NR NR NR NR 5@48' NR NR NR 5@36 NR NR NR 80 8 9 11 13 15 18 1 20 23 00 7 4 6 solid or 8 8 4 NR NR NR NR NR NR NR NR NR NR NR NR 20 3 4 4 5 6 7 8 9 TABLE 3.2C Sill or Bottom Plate t0 Foundation Connections = 1 5 NR NR NR NR NR NR NR NR 5@47' NR NR NR 24 4 4 5 6 7 9 10 11 W 00 CV 5 6 solid or 10 10 7 2 STORY 28 5 5 6 7 8 10 11 13 (Anchor Bolts ) Resisting uplift Loads From Wind �- Q 6 NR NR NR NR 5@42' NR NR NR #6@43"#5@48' NR NR 32 5 6 7 8 10 11 13 15 6 10 12 10 solid 36 6 6 8 9 11 13 14 17 r CV d d 7 5@4s' NR NR NR 6@42' 5@4 "NR NR 6@34' 6@48' — Exposure B (Prescriptive Alternative to Table 3.2) U 12 10 soli 12 soli NR NR 40 s 7 a 10 12 14 1s 18 � r 4 NR 14R NR NR NR NR NR NR NR NR NR NR 50 8 9 10 12 15 17 20 23 60 9 10 12 15 18 21 24 27 4 6 sof ic� or 6 sol ic� or 8 Three Second Gust Win Y N R N R N R N R 4@38' N R N R N R 5@43' N R N R N R 70 11 12 14 17 20 24 28 32 Speed (mph) 85 90 100 110 120 130 140 150 tY 80 12 13 16 20 23 27 32 36 - 5 6 soli or 10 12 8 6 4@37' NR NR NR 5@37' NR NR NR #6@37".#5@43" NR NR � Bottom Plate to Foundation Foundation CO >- 6 10 12 12 solid ? 5@40' NR NR NR #6@37"#5@41"1 NR NR #6@34"#6@43' NR NR28 6 7 8 10 11 13 15 18 anchor Bolt Connection Resist g Resisting Supporting Maximum Anchor Bplbcing (id.5 — X Q 7 12 12 S011d Footnote 8 6@43 5@47' NR NR 6@34' 6@43' NR NR #6@27"#6@32"#6@44' NR 3 STORY 32 7 7 9 11 13 15 17 20 T� O LJ LL c� 36 8 8 10 12 14 17 20 22 8' End Zones I m Z 8 10 soli 12 solid FOotnorEP 4 NR NR NR NR NR NR NR NR NR NR NR NR 40 8 9 11 14 16 19 22 25 ^ 0 9 4 6 soliddor8 6 solid or g 5 NR NR NR NR 4@35' NR NR NR 5@40' NR NR NR 50 10 11 14 17 20 23 27 31 1-3 Stories 72 70 49 39 33 28 25 23 r n 0 I- 60 12 14 17 20 24 28 32 37 uplift loads V ' 0 Of � 6 4@34' NR NR NR 6@48' NR NR NR 6@36' 5@39 NR NR 70 14 16 19 23 28 32 38 43 Interior ZonesI , I CL: O 00 LJ.J a_ 7 5@36' NR NR NR 6@34 5@37' NR NR #6@33"#6@38"#5@37- NR 1-3 H 6 10 12 12 S011d Stories 72 72 57 45 38 33 30F27 7 12 12 solid Footnat� 8 6@38' 5@41" NR NR 6@33' 6@38' 5@37' NR 6@24 7@39' 6@39'#4@48' 9 6@34 N �' 6@46' NR NR 6@26' � (07@41" 6@41" NR 6@19" 7@31" 7@41"#6@39' Anchorage required to resist lateral loads shall be determined in the foundation 8 12 soli Footnor& Footnor(P 4 NR NR NR NR NR NR NR NR NR NR NR NR design per section 1.1.4. 1 Prescriptive limits are based on assumptions in Table 3.2 Z cV 9 FootnotS Footnor� Footnor� Q 5 NR fJR NR NR 4@33' NR NR NR 5@38 NR NR NR 2 When anchor bolts are used to resist uplift, lateral, and shear loads, 1 Perscriptive limits are based on assumptions in Table 3.2 i p For SI: 1 inch = 25.4 mm s 5@48 NR NR NR 6@45' NR NR NR #6@34"#5@37" NR NR the maximum anchor bolt spacing shall not exceed the lesser of the 1 foot = 304.8 mm 10 7 6@47' NR NR NR #6@34"#6@48" NR NR #6@30"#6@35"#6@48" NR 2 Anchor bolts shall be uniformly distributed along the length of the shearwall line, tabulated values for uplift loads ( Table 3.2C ) or lateral and shear r 1 1 pound/ sq. inch = 6.895 Pa. a and in no case shall the anchor bolt spacing exceed 6 feet on center. For other loads ( Table 3.2B ). For other anchor bolt limitations see Section 6@34' 5@38' NR NR 6@30' 7@47' 6@47' NR 6@22' 7@35' 7@48'#6@45' anchor bolt limitations, see Section 3.2.1.7. 3.2.1.7 and 3.2.2.3. 9 6@34f@41" 4@48' NR #6@23"77@37- 7@48'#4@48' DR 6@22' 7@37'#7@47' a. Mortar shall be Type M or S and masonry shall be laid in running bond. 10 6@2s@45' 6@45' NR DR 7@31" 7@40'#s@3s' DR 6@22' 7@30'#7@38' 3 Sill plates are assumed to be treated Southern Pine. 3 Tabulated anchor bolt spacing for lateral and shear loads assume walls Ungrouted hollow masonry units are permitted except where otherwise are sheathed in accordance with Section 3.4.4.2. For other wall sheathing indicated. types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment factor in Table 3.17D, but in b. Soil classses are in accordance with the United Soil Classification no case shall anchor bolt spacing exceed 6 feet on center. System. Refer to Tdble RR405.1 4 For three second gust wind speeds greater than 110 mph, with a tabulated lateral value from Table 3.5 greater than 262 plf, lateral c. Unbalanaced backfill height is the difference in height of the exterior an connections shall be determined using the loads from Table 3.5. interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. d. �,��h'r,ni .;. Solid grouted hollow units or solid masonry units. e. Wall construction shall be in accordance with Table RR404.1.1(2) ora TABLE R403. 1 F.0 ' design shall be provided. g. Thickness may be 6 inches, provided minimum specified compressive MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (ind%es) strength of concrete, jbc, is 4,000 psi. 1 Prescriptive limits are based on assumptions in Table 3.2 LOAD-BEARING VALUE OF SOIL (psf) 2 When anchor bolts are used to resist uplift, lateral, and shear loads, the maximum anchor bolt spacing shall not exceed the lesser of the 3 tabulated values for uplift loads ( Table 3.2C ) or lateral and shear 1,500 2,000 3,000 4,000 loads ( Table 3.2B ). For other anchor bolt limitations see Section PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS PER TABLE R-401 .4.1 Conventional light-frame constriction 3.2.1.7 and 3.2.2.3. CLASS OF MATERIAL LOAD—BEARING PRESSURE 1—story 12 12 12 12 pounds per square foot) 3"x3" washer Q) 2-story 15 12 12 12 TOP OF WALL ABOVE GRADE PER a 12000 ' Crystalline bedrock 7 min. embed. in _0poured concrete R 404.1.6 - 4" WHERE MASONRY ��- 3-story 23 17 12 12 15" in c.m.u. VENEER IS USED, 6" ELSEWERE � Sedimentry and foliated rock 4,000 4—inch brick veneer over light rame or 8-inch hollow concrete masonrt J Refer to Table R-402.2 for Sandy gravel and/or gravel (GW and GP) 3 compressive strengths of ,000 concrete. 0 0 -story 12 12 12 12 , Z Q U Sand, silty sand, clayey sand, silty gravel and clayey gravel C=>Refer to Tables R-404.1.1(1) �_ (SW, SP, SM, SC, GM and GC) — —� 2,000 2-story 21 16 12 12 thru R-404.1.1(4) for wall o _J0 requirements. Q �' 3-story 32 24 16 12 Z 3 Clay, sand clay, silt clay, clayey silt, silt and sand silt Footing DEPTH PER R-403.1.4 O Z o y y� y y� y y y 1 ,500b 8-inch solid or full routed masonry J (Cl, ML, MH and CH) y 9 Y o SOIL BEARING CAPACITIES AS PER TABLE R-401.4.1 z W w MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED 1-story 16 12 12 12 ANCHOR BOLT SPACING AS PER SECTION 8403.1.6 o C~� o 0 PER TABLE R-402.2 COMPRESSIVE STRENGTHa(f'c) 0 M 2-story 19 21 14 12 a) �) IR4031.1 MInllmum Size. Minimum sizes for concrete and masonry o J O TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Weathering potential 3—story 42 32 21 16 footings shall be as set forth in Table R403.1 and y Q Q Figure R4o3.,(1). Negligible Moderate Severe The footing width, W, shall be based on the load-bearing value of the a. Where minimum footing width is 12 inches, a soil in accordance with Table R401.4,1. Basement Walls, foundations and other concrete not exposed to the weather 2,500c 2,500c 2,500c single wythe of solid or fully grouted 12-inch Spread footings shall be at least 6 inches (152) in thickness. date; nominal concrete masonry units is permitted to Footing projections, P, shall be at least 2 inches (51 mm) and shall not JULY 2021 Basement slabs and interior slabs on grade, except garage floor slabs 2,500c 2,500c 2,500e be used. exceed the thickness of the footing. The side of footings supporting piers and columns shall be based on the scale tributary load and allowable soil pressure in accordance with Table RR402.4.1. Basement walls, foundation walls, exterior walls and other vertical 2,500c 3,000d 3 OOOd Footings for wood foundations shall be in accordance with the details set concrete work exposed to the weather —� -- forth in ft403.(2) and F1lgure R403.1(2) and Rgum R403.1(3). drawn b� Porches, carport slabs and steps exposed to the weather, For sl: 1 pound per square foot = 0.0479 kN/m2, C.W.KUEHN and garage floor slabs 2,500c 3,000d,e 3,500d,e 1 square inch = 645 mm2, Checked b� 1 pound = 4.45 N. a. At 28 days psi. For SI: 1 pound per square inch = 6.895 kPa. a. Elevated garage floors shall be capable of supporting a b. See Table 88301.2(1) for weathering potential. 2,000-pound load applied over a 20-square-inch area. project no c. Concrete in these locations that may be subject to freezing and thawing during construction b. No storage with roof slope not over 3 units in 12 units. 21041Individual stair treads shall be designed for the uniformly shall be air—entrained concrete in accordance with Footnote d. c. distributed live load or a 300—pound concentrated load d. acting over an area of 4 square inches, whichever produces Y Concrete shall be air entrained. Total air content (percent by volume of concrete) the greater stresses. shall not be less than 5 percent or more than 7 percent. sheet # e. A single concentrated load applied in any direction at any point See 8402.2 for minimum cement content. d. along the top. T- 3 e. Attics constructed with wood trusses shall be designed in accordance with 8802.10.1. drawi q title f. See RR502.2.1 for decks attached to exterior walls. CODE . / - ;11", - �lERANOTES S11E ri Fawl% T 4ERMe 4 Ma ml= rrr GTION WALL BOARD K , I.CONTRACTOR SHALL VISIT SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS. ANY DISCREPANCIES OMISSIONS WATERPROOFING 1.COONTRACTOR IS 70 CONTACT ALL UTILITIES PRIOR TO COMMENCING OPERATIONS TO DETERMINE THE LOCATION OF ALL I. INTERIOR WALLS AND CEILINGS SHALL BE I/2 " GWB TAPED AND GIVEN THREE COATS SPACKLE OR UTILITIES. , , LEFT IN LEMS LL BE REPORTED TO THE ARCHITECT BEFORE SUBMISSION OF BID. A SUBMISSION OF BID SHALL_ I.WHERE INDICATED ON THE DRAWINGS AS MEMBRANE WATERPROOFING AND/ OR OTHERWISE FOR PROPER POLISHED CONDITION TO BE INSPECTED BY ARCHITECT BEFORE AND AFTER FIRST GOAT OF PAINT. SEE IMPLY HIS ACCEPTANCE OF THE DRAWINGS AND EXISTING CONDITIONS. WHEN SUBMITTING HIS BID, EACH 2.PROTECT EXISTING UTILITIES INDICATED OR MADE KNOWN. WATERPROOFING OF 51MILAR ITEMS, PROVIDE A COMPLETE "BITUTHENE" WATERPROOFING MEMBRANE AS DRAWINGS FOR LOCATIONS (IE: BEDROOM). ALL GWB JOINTS TO BE STAGGERED. ALL EXPOSED JOINTS TO BE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS OR APPARATUS THAT HE 3.PROTECT TREES AND SHRUBS, WHERE INDICATED TO REMAIN, BY PROVIDING A FENCE AROUND THE TREE OR SHRUB. MANUFACTURED BY "W.R. GRACE CO." OR APPROVED EQUAL. TAPED AND COVERED SMOOTH WITH JOINT COMPOUND. PROVIDE ALL NECESSARY CORNER BEADS STOPS BELIEVES INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS OR ORDINANCES AND RULES OR REGULATIONS OF 4.CLEAN OUT ROOTS 1' IN DIAMETER AND LARGER TO A DEPTH OF AT LEAST 12" BELOW THE EXISTING GROUND SURFACE OR 2.PROVIDE AND INSTALL 6 MIL. THICK POLYETHYLENE SHEET WITH 12" MINIMUM LAP WHERE DRAWINGS CALL FOR EDGE TRIM CASING BEADS AND SIMILAR TRIM AS ALL WALLBOARD SURFACES. NEW AND EXISTING SURFACES ALL AUTHORITIES 44AVNG JURISDICTION, AND NOTICE OF ANY NECESSARY ITEMS OF WORK OMITTED. IF THE SUB-GRADE OF NEW GRADED SURFACE WHICHEVER I5 LOWER. ' ' ' CONTRACTOR FAILS TO GIVE SUCH NOTICE, IT SHALL BE ASSUMED THAT HE HAS INCLUDED THE COST OF ALL 5.GENERAL CONTRACTOR TO CHECK WITH AND MAKE ARRANGEMENTS WITH OWNER TO REMOVE AND RELOCATE SELECTED NEW CONCRETE SLABS OR SCREED COATS. SHALL HAVE DEPRESSIONS FILLED SMOOTH, OPENINGS AND HOLDS PATCHED FLUSH, SPACKLED AND SANDED ll-ET15 IN HIS PROPOSAL AND HE WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY FUNCTIONING THE AND OTHERWISE LEFT READY FOR PAINTING AND FINISHING. SHRUBS. OWNER SHALL PAY FOR SHRUB REMOVAL. ROOFING AT FLAT ROOFS 2.BACK-UP SHOWER TILE WITH " "DUROCK" CEMENT BOARD. APPROVAL OF ALL WORK UNDER THIS CONTRACT WITHOUT EXTRA COMPENSATION. 3.PROVIDE CRO55 BRACING BETWEEN STUDS IN PIPE CHASES. BRACING SHALL BE CUT FROM 5/8" WALLBOARD IN 2.ALL WORK SHALL BE DONE IN COMPLIANCE WITH LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. 513M cS4MJNG 1.NEW FLAT ROOFS TO RECEIVE FULLY ADHERED EPDM SINGLE PLY ROOFING SYSTEM ON MECHANICALLY FASTENED TO PIECES NOT SMALLER THAN 12 INCHES WIDE BY CHASE WIDTH, AND SHALL BE SCREW ATTACHED AT CONTRACTOR SHALL BE RESPONSIBLE FOR FILING 4 OBTAINING BUILDING DEPARTMENT PERMIT 4 FINAL CERTIFICATE ROOF INSULATION BOARD. GRAVEL TOPPING ON ALL VISIBLE ROOFS. QUARTER POINTS IN THE STUD HEIGHT WITH SCREWS 8' O.C., MINIMUM THREE (3) SCREWS PER BRACE PER rk ""J OF OCCUPANCY. I.CONTRACTOR TO PROVIDE AND INSTALL A SHORING SYSTEM AS REQUIRED t-:HIGH WILL SAFEL7 AND ADEQUATELY PREVENT 2.CONTRACTOR TO PROVIDE POSITIVE SLOPE DOWN TO ROOF DRAIN BY SHIMMING ROOF SHEATHING. REVIEW WITH STUD WEB. COLLAPSE OF ADJACENT MATERIALS AND WHICH WILL PERMIT CONSTRUCTION OF THE WORK OF THE ARRANGEMENT SHOWN ARCHITECT BEFORE CONSTRUCTION. METHOD OF SHIMMING SHALL PROVIDE FULL BEARING OF ROOF SHEATHING TO 4.APPLY WALL BOARD WITH REVERSE 51DE AGAINST THE FRAMING MEMBERS OR WALL, AND WITH THE SEPARATE 3.N0 WORK SHALL BE STARTED UNTIL PLANS HAVE BEEN APPROVED B7 THE LOCAL BUILDING DEPARTMENT AND ALL ON THE DRAWINGS. RAFTERS OR ROOF JOISTS. BOARDS IN MODERATE CONTACT, IN NO CASE SHALL BOARDS BE FORCED INTO PLACE AT ALL INTERIOR AND OTHER AGENCIES HAVING JURISDICTION. 3.INSTALL CANT STRIPS IN ANGLES OF INTERSECTION BETWEEN ROOF DECK AND VERTICAL WALLS AND CURBS AS EXTERIOR CORNERS CONCEAL THE GUT EDGES OF THE BOARDS BY OVERLAPPING THEM WITH THE ABUTTING 2.5ECURE ALL NEEDED APPROVALS INCLUDING THOSE OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AND OF ADJACENT PROPERTY OWNERS, IF REQUIRED AT NO ADDITIONAL COST TO THE OWNER. REQUIRED BY ROOF MANUFACTURER 5 SPECIFICATIONS. BOARDS. STAGGER THE BOARDS 50 THAT THE CORNERS OF ANY FOUR (4) BOARDS WILL NOT MEET AT THE \ A 4. 'NO WORK SHALL BE STARTED UNTIL EVIDENCE OF WORKERS' COMPENSATION INSURANCE AND DISABILITY BENEFITS 4.INSTALLATION OF ROOFING TO BE QUALIFIED ROOFERS WHO UNDERSTAND HOW TO ACHIEVE A WATERTIGHT ROOFING SAME POINT. VERTICAL JOINTS SHALL NO OCCUR ON THE SAME STUD ON BOTH SIDES OF A PARTITION. COVERAGE IS FILED AS REQUIRED BY SECTIONS 57 AND 220 SUBD.8 OF TEN WORKERS' COMPENSATION IAW OF THE SITE GRADING AND LINAGE 4 FLASHING SYSTEM WITH THE CONDITIONS INDICATED ON DWG5. AS WELL AS THE EXISTING CONDITIONS APPLY WALL BOARD IN SUCH LENGTHS AS WILL RESULT IN A MINIMUM OF JOINTS. SAND ANY BURRED EDGES STATE OF NEW YORK. PERTAINING TO THE PROJECT. OF WALLBOARD SMOOTH BEFORE APPLICATION. CUT DAMAGED EDGES BACK NEATLY TO SOUND BOARD. I.WORK INCLUDED TO EXCAVATE, BACKFILL, COMPACT, AND GRADE THE SITE TO THE ELEVATIONS SHOWN ON THE DRAWINGS 5.ALL ROOF SEALANTS TO BE COMPATIBLE WITH ROOF MATERIALS BEING USED. 5.APPLY WALL BOARD WITH THE LONG DIMENSIONS PERPENDICULAR TO 714E FRAMING MEMBERS. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING AND AS NEEDED TO MEET REQUIREMENTS OF THE CONSTRUCTION SHOWN IN THE CONTRACT DOCUMENTS. GRADING TO BE 6.INSTALL 5/8" TYPE "X" GYPSUM BOARD (FIRE RETARDANT) ON ALL WALLS AND CEILINGS IN GARAGE AND CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT, ACCORDING TO EXECUTED IN A MANNER TO PERMIT PROPER DRAINAGE OF STORM WATER WITHOUT PONDING. ROOF VENTING MECHANICAL SPACES. (SEE PLANS). APPLICABLE CODES, STANDARDS AND GOOD CONSTRUCTION PRACTICE. 2.FILL TO BE COMPACTED, FREE FROM CLAY, ORGANIC MATTER, LOAM, WASTE OR OTHER OBJECTIONAL MATTER. INSULATION z -.,I- SHALL AREA ADJACENT TO BUILDINGS TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURES AND TO PREVENT PONDING. I.PROVIDE RIDGE VENTS ON NEW ROOF RIDGE LINES AS INDICATED ON DWGS. IN CONJUNCTION WITH VENTED SOFFITS. Lf� 6.ONLY WRITTEN DIMENSIONS AND NEVER SCALED DIMENSIONS FROM ARCHITECTURAL DRAWING WILL BE RECOGNIZED 4.WHERE WALLS ARE POURED TO GRADE AND DAMPROOFED THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN PROVIDE PROPER OPENINGS WITHIN SKYLIGHT FRAMING TO ALLOW PROPER VENTILATION. 00 AS VALID. IF THERE ARE ANY MISSING DIMENSIONS CONTACT THE ARCHITECT FOR DIMENSION PRIOR TO EARTH. CARE SHALL BE TAKEN TO BRACE THE WORK ADEQUATELY TO PREVENT DEFORMATION OR COLLAPSE. 2.ALL ROOF AREAS TO BE ADEQUATELY VENTED TO GUARD AGAINST CONDENSATION BUILD-UP IN ROOF PLENUMS. I.PROVIDE THE APPLICABLE BUILDING INSULATION WHERE SHOWN ON THE DRAWINGS OR OTHERWISE NEEDED t0 PROCEEDING WITH WORK. 5.ALL MATERIAL USED FOR BACKFILL SHALL BE FREE OF DEBR15 AND ORGANIC MATERIAL LARGER THAN 2 INCHES IN .USE BAFFLES IN CATHCLGS. ACHIEVE THE DEGREE OF INSULATION REQUIRED UNDER PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES ' DIAMETER, LENGTH OR WIDTH. HAVING JURISDICTION. INSULATION 15 TO BE INSTALLED WITH VAPOR BARRIER ON WINTER-WARM SIDE. 7.CLEAN UP - EACH TRADE SHALL DO ALL GLEANING OF ITS OWN WORK AND ALL OTHER TRADES WHERE SUCH 6. NO FOOTINGS PLACED OR DRYWELL5 COVERED UNTIL APPROVED BY AN INSPECTOR 3.CONTRACTOR TO INSTALL CONT. SOFFIT VENTS WITH INSECT SCREEN FOR ALL CLOSED SOFFITS. USE 2" DIA. PLUG 2.CONTRACTOR SHALL FURNISH AND INSTALL ALL BLANKET TYPE INSULATING BAITS IN NEW WALLS, FLOORS, WORK IS SOILED DUE TO ITS OPERATION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION OF CLEAN VENTS W/ SCREENS @ 48 O.G. IN FACIA BOARDS. IF AND WHERE SOFFITS VENTS ARE NOT APPLICABLE AND CEILINGS. ALL BATTS SHALL BE OWENS CORING FIBERGLASS OR EQUAL WITH FOIL FACE VAPOR BARRIER W 00 00 N UP BY 1415 SUBCONTRACTORS. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO LEAVE THE PROJECT IN A BROOM ETCJIVATING COORDINATE WITH ARCHITECT PRIOR 70 INSTALLATION. WRAPPING; INSTALL FULL THINK IN WALLS AND AS REQUIRED IN CEILINGS STAPLED 50 THAT THE VAPOR (0 CO CLEAN CONDITION. 4.ALL EXTERIOR DOOR JAMBS, HEAD AND SILL TO BE WEATHER STRIPPED WITH EXTERIOR WEATHERING SYSTEM. FACES THE INTERIOR OF THE BUILDING. .-- N L PERFORM EXCAVATING OF EVERY TYPE OF MATERIAL ENCOUNTERED WITHIN THE LIMITS OF THE WORK TO THE LINES, 5.GOAT BACK-SIDE OF FABRICATED SHEET METAL WITH BITUMINOUS COATING, WHERE REQUIRED TO SEPARATE 3.ALL HOT AND COLD WATER PIPES TO BE WRAPPED WITH PIPE INSULATION TUBES. &CONNTRACTOR 15 RESPONSIBLE FOR STORAGE OF MATERIALS AND SHALL ARRANGE WITH OWNER FOR STORAGE OF GRADES, AND ELEVATIONS INDICATED AND SPECIFIED HEREIN. METALS FROM CORROSIVE SUBSTRATES INCLUDING CEMETITIOUS MATERIALS, WOOD OR OTHER ABSORBENT 4.ALL INTERNAL ROOF LEADERS AND PLUMBING WASTE LINES SHALL BE WRAPPED TIGHT WITH FIBERGLASS U � � MATERIALS 50 THAT THE 51TE IS KEPT ORDERLY AND MATERIALS ARE PROPERLY PROTECTED AGAINST DAMAGE 2.INGLUDE E7(GAVATION OF ANY MATERIALS THAT ARE UNSATISFACTORY FOR BEARING OF SLABS AND FOOTINGS AND MATERIALS; OR PROVIDE OTHER PERMANENT SEPARATION. INSULATION. AND THEFT. REPLACEMENT BY SATISFACTORY MATERIALS AS PART OF THE WORK OF THIS SECTION. 6.ALL ROOF DRAINS AND LEADERS TO HAVE REMOVABLE DOME TYPE STRAINER ON TOP. 5. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD-SPREAD INDEX IN ACCORDANCE NYSRC. R316.1 Y 3.DCGAVA'TE AND BACKFILL IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES. 7.ROOF LEADERS TO BE SIZED FOR DRAINAGE AREA OR ROOF BEING DRAINED WITH A MINIMUM LEADER SIZE OF 3" r � CO q.REMOVAL OF DEBRIS, PROCUREMENT OF DUMP5TER AND RELATED WORK SHALL BE THE RESPONSIBILITY OF THE 4.SHORE AND BRACE EXCAVATION AS REQUIRED WHERE SUITABLE SLOPED OVERCUT IS NOT POSSIBLE BECAUSE OF SPACE DIAMETER. PAINTING 4 TRIMWORK GENERAL CONTRACTOR, LOCATION OF DUMPSTER SHALL BE BY MUTUAL AGREEMENT BETWEEN OWNER AND GENERAL RES ♦ d- OTRICTIONS OR STABILITY OF THE MATERIALS BEING EXCAVATED.CONTRACTOR. 5.IN EXCAVATING FOR FOOTINGS AND FOUNDATIONS TAKE CARE NOT BE DISTURB BOTTOM OF EXCAVATION. ('0TERMITE CONTROL I, ALL WALLS AND CEILING TO BE PREPARED FOR SEMI-GLOSS PAINT, UNLESS OTHERWISE NOTED OR DIRECTED >- X a.EXCAVATE BY HAND TOOLS TO FINAL GRADE JUST BEFORE CONCRETE IS PLACED. BY OWNER. 10.CONTRACTOR 15 TO INCLUDE IN HI5 PRICE HOOKUPS TO ALL PLUMBING FIXTURES 4 APPLIANCES (FOR KITCHENS, b.TRIM BOTTOM TO REQUIRED LINES AND GRADES TO LEAVE SOLID BASE TO RECEIVE CONCRETE. I.PROVIDE TERMITE SHIELD UNDER ALL PERIMETER SILL PLATES, SET IN SILL SEALER. ENSURE THAT TERMITE 2.PRIMING - - X 3: Q BATHROOMS, LAUNDRY ROOMS, ETC.). ALL FIXTURES 4 APPLIANCES TO BE PROVIDED BY GENERAL CONTRACTOR. c.EXCAVATE TO DEPTH REQUIRED FOR ADEQUATE SOIL BEARING. SHIELD 15 HOOKED AND THEN TURNED DOWN. a.LATEX QUICKLY DRY PRIME SEAL 201 ON PLASTER AND /OR DRYWALL. 3: T O Ld LL_ SPECIFICATIONS PROVIDED BY OWNER. d.FOOTING BOTTOMS ARE TO BE INSPECTED BY BUILDING INSPECTOR PRIOR TO POURING OF FOOTINGS. 2.PROVIDE SOIL POISONING TO CONTROL SUBTERRANEAN TERMITES AS MAY BE NEEDED FOR A COMPLETE 4 PROPER b.ALKYD PRIMER SEALER 100 ON NEW WOOD. m Z TREATMENT. 3.A PRIME COAT AND TWO FINISH COATS OF PAINT SHOULD BE APPLIED. ILCONTRACTOR 15 TO COORDINATE AND WORK WITH CABINET MAKER IN INSTALLATION OF ALL CABINETS. 3.CONTRAC70R TO USE COMBINATIONS OF TOXICANTS APPROVED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION. 4.EC,GSHELL, FLAT AND/OR SEMI-GLOSS FINISH (TO BE DETERMINED), LATEX PAINT TO BE OF BENJAMIN MOORS O 0 CONTRACTOR TO SUPPLY ELECTRIC AND PLUMBING HOOKUPS 70 ALL CABINETS AS REQUIRED. CONTRACTOR TO E 4.IF SOIL IS DISTURBED AFTER TREATMENT RETREAT DISTURBED AREAS. OR AN APPROVED EQUAL. V 11 WIRE BUILT-IN5 AS REQUIRED AND COORDINATE WIRING WITH ELECTRICIAN AND CABINET MAKER. 1. SEE STRUCTURAL DWGS. FOR ADDITIONAL NOTES, IF APPLICABLE. 5.REMOVE REMOVABLE ITEMS WHICH ARE NOT TO BE PAINTED, OR PROVIDE SURFACE APPLIED PROTECTION OR v Of L0 O 00 2. ALL FOOTINGS TO REST ON UNDISTURBED 501L HAVING A MIN. BEARING CAPACITY OF 2000 lbs. CONTRACTOR TO PLUMBING COVERING PRIOR TO BEGINNING PAINTING. 12.ALTERNATES - IF THE CONTRACTOR FEELS THAT AN ALTERNATE MATERIAL OR METHOD WOULD RESULT IN A TIME CONTACT' ENGINEER IF POOR 501L CONDITIONS ARE ENCOUNTERED. ALL CONCRETE 70 HAVE A MINIMUM COMPRESSIVE 6.5URFAGE IMPERFECTIONS WILL NOT BE ACCEPTABLE AND MUST BE FILLED, PATCHED AND SANDED SMOOTH OR W n- OR COST SAVINGS, HE SHOULD SUBMIT SPECIFICATIONS AND CATALOGUE CUTS TO THE ARCHITECT FOR His STRENGTH OF 3,500 PSI. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENET SHALL NOT BE LESS THAN 5% OR I. ALL WORK TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. CONTRACTOR TO PAY FOR AND OBTAIN BE REDONE. � = I APPROVAL BEFORE PROCEEDING WITH ANY SUBSTITUTION. SUBSTITUTIONS MUST BE OF LIKE QUALITY TO THE ITEM MORE THAN 7%. ALL PERMITS, INSPECTIONS, ETC. 7.CEILING PAINT TO BE FLAT FINISH UNLESS OTHERWISE SPECIFIED. JI F__ SPECIFIED AND WILL BE ALLOWED ONLY WITH THE APPROVAL OF ARCHITECT. 3. ALL NEW CONCRETE SLABS TO HAVE 6 X 6 10/10 WELDED WIRE MESH FOR REINFORCING. 2.PROVIDE ALL PLUMBING REQUIRED FOR HOOKUP OF ALL PLUMBING FIXTURES AS SHOWN ON PLAN AND ALL 8. ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN TWO ^ ' � N 4. CONCRETE SLAB ON GRADE SHALL BE POURED OVER q8 PERCENT COMPACTED SOIL 4 6 ML POLYETHYLENE VAPOR APPLIANCES IN KITCHEN INCLUDING ISLAND SINK, ICE MAKER TO REFRIGERATOR, INSTANT HOT, DISHWASHER, ETC. HUNDRED (200) PER NYSRC R31q. ' r Q CO 13.GENERAL CONTRACTOR 70 COORDINATE WITH OWNER INTERCOM/TELEPHONE INSTALLATION FOR EXACT LOCATION OF BARRIER 1"-0" MIN. OVERLAPS). 3.PLUMBING FIXTURES - SEE SCHEDULES AND /OR ALLOWANCES. INCLUDE INSTALLATION IN BID. NOTE - BATH LL--++-- EQUIPMENT AND WIRING. WALLS ARE NOT CLOSED UNTIL TELEPHONE/INTERCOM INSTALLATION IS COMPLETE. ACCESSORIES: TOWEL BARS, ETC. TO BE INCLUDED IN INSTALLATION. (SEE ALLOWANCES AND/OR DRAWINGS FOR q' ALL NEW EXTERIOR TRIM, CASINGS, SOFFITS, FASCIAS, ETC. SHALL MATCH EXISTING OR BE APPROVED BY z N S. AVOID FREEZING BEFORE INITIAL SET OF THE CONCRETE DO N07 PLACE CONCRETE AT TEMPERATURES NOT LESS THAN THE LOCAL ARCHITECTURAL REVIEW BOARD. 40 DEGREES F NOR WHEN FREEZING CONDITIONS ARE EXPECTED IN LESS THAN 24 HOURS. SPECIFICATIONS) 14.GENERAL CONTRACTOR TO COORDINATE WITH OWNER'S AUDIO/VISUAL CONTRACTOR EXACT LOCATIONS OF ALL 6. DO NOT PLACE ONE DENSITY RANGE OF CONCRETE AGAINST ANOTHER WHILE BOTH ARE STILL PLASTIC. DO NOT POUR 4.ALL WATER CLOSETS, SINKS, TUBS AND FIXTURE CONTROLS WILL BE SUPPLIED AND INSTALLED BY GENERAL TILE FINISH < r 5DUIPMENT, SPEAKERS, WIRING, ANTENNA WIRING AND ANY CONDUIT THAT MAY BE NECESSARY FOR FUTURE COLD JOINTS. CONTRACTOR. n INSTALLATION. WALLS AND FINISHED FLOOR ARE NOT TO BE CLOSED UNTIL AUDIOVISUAL INSTALLATION 15 7. LOCATE VERTICAL CONSTRUCTION JOINTS WHEN REQUIRED. 5. ROOF LEADERS SHALL BE MIN. OF 3" DIAMETER. LEADERS SHALL TERMINATE ON SPLASH BLOCKS OR TO TOWN 1. MARBLE SADDLES WILL BE USED AT TOILET/BATH ENTRANCES. 0O)MPLETE. 6. NOTES ON THE STRUCTURAL. DRAWINGS (IE; CONCRETE, STEEL, WOOD, ETC.) WILL TAKE PRECEDENT OVER THE APPROVED SYSTEM. 2.ALL TILE/MARBLE INTERSECTIONS AND RETURNS SHALL BE AS PERFECTLY FORMED. ALL CUTTING AND 0 CONCRETE NOTES, ETC. ON THE ARCHITECTURAL DRAWINGS. 6.PLUMBING CONTRACTOR 70 PROVIDE HOSE BI65 IN REQUIRED OR APPROPRIATE LOCATIONS. CONSULT WIT14 DRILLING SHALL BE NEATLY DONE WITHOUT MARRING TILE. ALL GUT EDGES SHALL BE CAREFULLY GROUND 15.DISCREPANCIES: q. FINISH CONCRETE SURFACE TO A RELATIVELY UNIFORM PLANE. OWNER FOR EXACT QUANTITY, TYPE AND LOCATION OR SEE DRAWINGS. AND JOINTED. a.WHEREVER THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS OR THE DRAWINGS AND SPECIFICATIONS, THE 7.PLUMBING CONTRACTOR TO PROVIDE AND INSTALL AN ADEQUATELY SIZED LEAD PAN IN SHOWER. LEAD PAN TO 3.NEW TILE/MARBLE FOR TOILET/BATH AREA TO BE INSTALLED AS PER LATEST SUGGESTED METHOD OF THE CONTRACTOR SHALL CONTRACT FOR PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF I1 PROVIDE if" FOOTINGS SHAL LN 107 EXCEED D SLABS0 D GE REES. WALLS. EXTEND A MIN. OF b" ON ANY VERTICAL SURFACE, INCLUDING COMPLETELY OVER DOOR SILL, AND TO EXTEND HANDBOOK FOR CERAMIC TILE INSTALLATION. MUD BASE FOR FLOORING MUD BA5E/THIN SET WALLS. MATERIAL OR WOK CALLED FOR UNLESS OTHERWISE ORDERED IN WRITING. 12. PROVIDE MINIMUM 24" RIGID INSULA"PION HORIZONTAL OR VERTICAL AT NEW SLAB PERIME`FER AND FOUNDATION WALL COMPLETELY UP AND OVER ANY SHOWER SEAT. 4.WOOD STUD PARTITIONS TO RECEIVE MARBLE OR TILE TO BE SPACED @ 12" O.C. IN LIEU OF Ib" O.G. b.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS 8.PROVIDE AND INSTALL PIPE INSTALLATION TUBES ON ALL HOT AND COLD WATER PIPES. 5.MARBLE THAT 15 INSTALLED ON SHOWER FLOORS IS TO HAVE EITHER RIBBED OR HONED FINISH. (MIN. R-10). c �� q. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE b.TILE AT ELECTRIC OUTLETS, PLUMBING PIPES, FIXTURES 4 FITTINGS SHALL FIT CLOSELY, 50 THAT PLATES, 16.O MIS510N5: THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE. ANYTHING FOUND ON THE 13. ALL MUD SILL. 70 BE PRESSURE TREATED LUMBER, OR EQUAL. LOCATE ANCHOR BOLTS WITHIN 6"-12" OF PLATE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE P24103.2 PER NYSRC. COLLARS OR COVERINGS OVERLAP THE TILE. NO SPLIT TILE WILL BE PERMITTED EXCEPT IN TH05E LOCATIONS DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS OR VICE VERSA, OR ANYTHING NOT EXPRESSLY SET FORTH ENDS, SEAMS AND CORNERS (MUDSILL TO FND TO COMPLY WITH 3.2.1.7 OF 2001 WFCM). ANCHOR BOLT DIAMETER AND 10. ALL POTABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AN AIR GAP, ATMOSPHERIC-TYPE WHERE PIPES OR TRIM MAKE GUTTING NECESSARY. IN EITHER, BUT WHICH IS REASONABLY IMPLIED, SHALL BE FURNISHED AS THOUGH SPECIFICALLY SHOWN AND SPACING TO COMPLY WITH TABLE 3.2A (WFCM) AND SECTION 3.1.3.1 WHEN APPLICABLE. VACUUM BREAKER, PRESSURE TYPE VACUUM BREAKER OR H05E CONNECTION BACKFLOW PREVENTER. MENTIONED IN BOTH, WITHOUT EXTRA CHARGE. 14. SLABS, WHERE EXPOSED, ARE TO HAVE STEEL TROWLED MONOLITHIC FINISH TO PROVIDE DENSE, HARD POLISHED 11. SEPARATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN. SEALANTS AND CAU KI x / \ SURFACE AND TO BE SEALED WITH ANTI-DUSTING SEALER OR EQUAL. 12. ALL CONNECTIONS TO POTABLE WATER WALL CONFORM TO NYSRC, SECTION P20102.4.1 THROUGH P2g02.4.5 17,GUARANTEE, SURFACE CRAWL 5PACE5 TO BE MOISTURE SEALED WITH A 2" CONCRETE SLAB OVER 4" CRUSHED STONE BASE OVER b MIL. 13. WOOD FRAMED STRUCTURAL MEMBERS SHALL NOT BE DRILLED, NOTCHED OR ALTERED IN ANY MANNER EXCEPT I. ALL CAULKING COMPOUND UNLESS OTHERWISE NOTED, TO BE G.E. SILICONE NON-STAINING/ NON-SAGGING. a.EXCEPT WHERE LONGER GUARANTEE PERIODS ARE SPECIFICALLY REQUIRED IN THE SPECIFICATIONS, EACH POLYETHYLENE- VAPOR BARRIER.. AS PROVIDED IN NYSRC 5ECTIONR606.6 COLOR TO MATCH ADJACENT MATERIAL. CAULKING IN CONJUNCTION WITH NEOPRENE ROOFING TO BE BUTYL - -��' CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND MATERIALS USED BY HIM UNDER 71415 CONTRACT Ib. WHERE DOWNSPOUTS ARE SHOWN HIDDEN WITHIN AN EXTERIOR WALL, THE CONTRACTOR IS TO INSURE AN ADEQUATELY 14. A SOIL OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL TYPE. !•''` ' r'f' AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AS EVIDENCED BY THE DATE OF SIZED PVC CHASE IS SET WITHIN THE FOUNDATION WALL 50 THAT THE DOWNSPOUT CAN EXIT THE BUILDING BELOW SHALL BE PROVIDED WITH A RELIEVING ARCH; OR THERE SHALL BE BUILT INTO THE MASONRY WALL A PIPE 2.PREFORMED SUPPORT STRIPS FOR CERAMIC TILE CONTROL JOINT AND EXPANSION JOINT WORK- USE ` 'r�' F"� �`'''/�> , THE FINAL CERTIFICATE OF PAYMENT. GRADE, THIS CHASE IS TO BE SET WHILE THE FOUNDATION WALL IS BEING POURED. IT WILL BE UNACCEPTABLE TO /�. "x .k� SLEEVE TWO PIPE SIZES LARGER THAN THE PIPE PASSING 7HROUH. POLYISOBUTYLENE OR POLYGHLOROPRENE RUBBER. moi/ �. >- +-.\ �� , b.SHOULD ANY DEFECTS DEVELOP IN AFOREMENTIONED WORK WITHIN THE GUARANTEE PERIOD DUE TO FAULTY MATCH THE FOUNDATION WALLS AFTER THE CONCRETE IS SET. WATERPROOF IN AND AROUND CHASE. 15. PIPING SHALL BE INSTALLED IN TRENCHES 50 THAT PIPING RESTS ON SOLID AND BEARING SOIL. 3.THOROUGHLY AND COMPLETELY MASK JOINTS WHERE APPEARANCE OF SEALANT ON ADJACENT SURFACES P I �4 _ ;, f, `� �� MATERIAL OR WORKMANSHIP, THE CONTRACTOR SHALL DO, OR CAUSE BE DONE, NECESSARY REPAIRS OR 17. CONCRETE MIX TO OBTAIN A COMPREHENSIVE STRENGTH OF 3500 PSI AFTER 28 DAYS OF CURING FOR SLABS, FOOTINGS 16. THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL BACKFLOW WOULD BE OBJECTIONABLE. '..'x�f.-, ...;, t`1 -�.� CORRECTIVE WORK WITHOUT EXTRA COST TO THE OWNER. THE ENTIRE COST TO BE BORNE BY THE AND FOUNDATION WALLS, 71-" "' zi I PREVETER 4.IN5TALL SEALANT IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS OR ACCEPTABLE °'. . 1 7.' 'I CONTRACTOR. THE REQUIRED REPAIRS AND CORRECTIVE WORK SHALL BE COMMENCED WITHIN FIVE (5) DAYS 18. ALL FOUNDATION WALLS BELOW GRADE SHALL BE DAMPPROOFING WITH EMULSIFIED ASPHALT TROWEL OR SPRAY 17. THE DISCHARGE FROM CLOTHES WASHERS SHALL BE THROUGH AN AIR BREAK. PRACTICES, THOROUGHLY FILLING JOINTS TO THE RECOMMENDED DEPTH. , �. ti _�"". I " AFTER WRITTEN NOTICE TO CONTRACTOR BY THE OWNER SHALL HAVE THE RIG4-4T TO EMPLOY HIS OWN APPLIEf} TO WALLS. TINGFCXJSHALL BE 24 ABOVE WATER TABLE. BENONITE OR 60 MIL LIQUID WATERPROOF 15. THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IAW NYSRC SECTION P2505 OF THE CODE N. CORRECTIVE MEASURES AND BACK CHARGE GENERAL CONTRACTOR. MFMBRANE AS MFR. BY "KOCH MATERIALS, CO." OR EQUAL SHALL BE USED. THICKNE55 OF CELLAR SLAB IS TO BE CUSTOM CARINETRY AND MI 1 I4OW `I" :• � ' ' VERfFIED WITH ENGINEER, AND WATER STOPS ARE TO BE INSTALLED A7 ALL CONCRETE JOINTS IN ALL GASES WHERE F_FPTRICA1 , `_r f"1 I I8.E3Y ENTERING INTO CONTRACT ON THE CONSTRUCTION, THE CONTRACTOR ACCEPTS T14E RESPONSIBILITY OT BE WATER TABLE 15 HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE LOCATION IN THE FIELD. I.CONTRACTOR 15 RESPONSIBLE FOR FIELD MEASUREMENT AND VERIFICATION OF ALL DIMENSIONS. ANY Q- __� % K14OWLEDGEABLE AS TO THE REQUIREMENTS OF THE NEW YORK STATE GOVERNING CODES AND OTHER FEDERAL, Iq. NO FoamGS COVERED UNTIL APPROVED BY AN INSPECTOR I. ALL ELECTRICAL WORK AS PER GOVERNING LOCAL CODES AND ANY OTHER AUTHORITIES HAVING JURISDICTION AND DISCREPANCIES OR ADJUSTMENTS SHOULD BE FIELD VERIFIED BEFORE FABRICATION. CONTRACTOR TO STATE AND LOCAL ORDINANCES HAVING JURISDICTION. THE REQUIREMENTS OF THE FOREGOING CODES AND TO BE FIRE UNDERWRITERS APPROVED. DETERMINE WHAT FIELD JOINTS ARE REQUIRED IN SHOP ASSEMBLED UNITS DUE TO ACCESS LIMITATIONS OF ORDINANCES SHALL SUPPLEMENT THE REQUIREMENTS SHOWN ON THE DRAWINGS AND ELSEWHERE IN T141E 2.CONTRACTOR 15 TO INCLUDE IN BID, THE PROPER ELECTRIC SERVICE AS REQUIRED BY TH15 RESIDENCE, THE BUILT-IN LOCATION. S13ECIFICATIONS AND IN THE EVENT OF CONFLICT WITH THE ARCHITECTURAL SPECIFICATIONS THE REQUIREMENTS OF WOOD-- CAREMORY INCLUDING ALL NEW EQUIPMENT, APPLIANCES, ETC. NOTIFY THE ARCHITECT OF WHAT 15 NECESSARY DURING THE 2.CABINETRY CONTRACTOR TO VERIFY WITH OWNER ALL OF THE TYPES AND SIZES OF ALL EQUIPMENT BEING TAE CODE OR ORDINANCE SHALL PREVAIL UNLESS THE ARCHITECTURAL SPECIFICATION 15 MORE STRINGENT. NON BIDDING PERIOD. BUILT INTO CABINETRY. CONTRACTOR TO PROVIDE ACCESS TO ALL EQUIPMENT. CONTRACTOR TO COORDINATE FAMILIARITY WITE1 THE REQUIREMENTS OF GOVERNING CODES OR ORDINANCES WILL NOT BE CAUSE FOR AN 'EXTRA". I. ALL FRAMING SHALL BE AS PER NEW YORK STATE BUILDING CODES. ALL JOISTS, BEAMS, RAFTERS 4 FRAMING LUMBER 3. PROVIDE GFI OUTLETS At ALL WET LOCATIONS (BATHS, KITCHENS, LAUNDRY ROOM, ETC.). PROVIDE WITH OTHER TRADES WHEN NECESSARY. IN THE EVENT OF NON-COMPLIANCE, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL COSTS OF REMOVAL t0 BE A MIN. OF DOUGLAS FIR LARCH NO. 2 WITH MIN. 875 PSI FIBER STRESS IN BENDING WITH A MODULUS OF WATERPROOF GFI OUTLETS AT ALL EXTERIOR LOCATIONS). OF NONCOMPLYING WORK AND REPLACEMENT WITH COMPLYING WORK. ELASTICITY OF 1.6 MILLION PSI. 4.DUPLEX OUTLETS SHALL BE SPACED AT DISTANCES AS PER CODE. SITE ADDRESS T 2. INTERIOR PARTITIONS TO BE 2" X 4' AND EXTERIOR WALLS SHALL BE 2" X 6" NOMINAL DIMENSION @ 16" O.G. UNLESS 5.DIMMER SWITCHES AND REGULAR SWITCHES TO BE "DECORA" SERIES UNLESS OTHERWISE DIRECTED BY OWNER OR -0 Iq.ANY AND ALL WORKMEN EMPLOYED ON THE PROJECT ARE TO BE EITHER SKILLED CRAFTSMEN IN THEIR OTHERWISEI. NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION TO BE PLAINLY NOTED ON DRAWINGS. ARCHITECT. RESPECTIVE TRADES OR WORK UNDER THE CONTINUOUS DIRECT SUPERVISION OF SUCH SKILLED CRAFTSMEN 50 B. ALL FLOORS TO RECEIVE CARPET, BY OWNER, ARE TO BE PREPARED BY CONTRACTOR WITH A FLUSH, LVISIBLE AND LEGIBLE FROM THE STREET OR ROOD FRONTING THE PROPERTY. THESE NUMBERES SHALL LEVEL FLOOR 6.PROVIDE ELECTRICAL HOOKUP AS REQUIRED FOR SAUNA, JACUZZI UNIT, HOT TUB, ETC. BACKNUMBERS SHALL BEA MINIMUM OF 4" HIGH WITH A MINIMUM STROKE THAT ALL WORK INSTALLED SHALL BE TO THE HIGHEST STANDARD TO THE HIGHEST FREE OF DEFECTS DUE TO WITH PATCHING DONE READY FOR CARPET INSTALLATION. 7.PROVIDE ELECTRICAL HOOKUP FOR ALL NEW APPLIANCES. CONTRAST WITH THEIR OUND. WORKMANSHIP. 4. ALL ROUND WALLS TO BE I" PLASTER ON METAL LATH WITH SMOOTH EVEN FINISH FLUSH WITH EXISTING WALL 8.FURNISH ALL REQUIRED UNDERWRITERS CERTIFICATES. WIDTH OF .5 INCHES. FINISHES. ALTERNATE METHODS WILL BE ACCEPTABLE UPON APPROVAL FROM ARCHITECT. q.PROVIDE EXHAUST FANS IN BATH AREAS IN THE EVENT THAT THERE ARE NO OPERABLE WINDOWS PRESENT AS 20. ALL MATERIALS INSTALLED BY THE CONTRACTOR ARE TO BE SUITABLE FOR THE INTENDED OPERATION. 5. ALL STRUCTURAL LUMBER SHALL COMPLY WITH AND BE ERECTED IN ACCORDANCE WITH THE NATIONAL FOREST PER CODE. SIRLKZMAL u= PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION. ALL LUMBER 10. CONTRACTOR TO SUPPLY AND INSTALL ELECTRICAL DOOR CHIMES. (COORDINATE SPECIFICATIONS AND 21. IF THERE ARE ANY MATERIALS GALLED FOR ON THE DRAWINGS AND SPECIFICATIONS THAT IN THE JUDGEMENT OF I.ALL MATERIALS AND CONSTRUCTION INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACTOR WILL NOT YIELD SATISFACTORY RESULTS IN THE INTENDED APPLICATION, CONTRACTOR SHALL SHALL LY GRADE MARKED. MANUFACTURER WITH OWNER). THE LATEST EDITION OF THE ASTM SPECIFICATIONS APPLICABLE AND SHALL CONFORM TO STANDARDS AND NOTIFY THE ARCHITECT OF SAME PRIOR TO AWARD OF THE CONSTRUCTION CONTRACT FOR ARCHITECT'S 6. ALL. PLYWOOD SHALL BE GRADE MARKED AND MEET THE STANDARDS OF AMERICAN PLYWOOD ASSOCIATION (APA). II. NEW ELECTRICAL SERVICE PANEL, METER AND MAST TO BE LOCATED IN THE FIELD, AS PER UTILITY RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES , , DECISION. ' 7. AL1. WALLS (EXTERIOR) SHALL BE BRACED AGAINST LATERAL LOADS BY STRUCTURAL SHEATHING, IB GA STEEL REQUIREMENTS. (ACI AISC ETC.) WHERE APPLICABLE. STRAPPING, OR LET IN I X 4 CORNER BRACING. 12. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR RUNNING EMPTY CONDUITS FOR PHONE, SECURITY, AND AUDIO 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING THE -� • 22. ANY CONTRACTOR INSTALLING ANY WORK SHALL EXAMINE THE EXISTING CONDITIONS INCLUDING ANY NEW WORK B. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS (VERIFY). SYSTEMS. THE ABOVE 70 BE COORDINATED WITH THE ARCHITECT AND OWNER. CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE DISTORTION, AND MISALIGNMENT ACCORDING TO O q. JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS, UNDER ALL PARALLEL WALLS AND PARTITIONS. 13. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR ALL REQUIRED ELECTRICAL WIRING TO HVAC SYSTEM. APPLICABLE CODE STANDARDS AND GOOD PRACTICE. �__ ALREADY INSTALLED IN PLACE, PRIOR TO COMMENCING HIS INSTALLATION. COMMENCEMENT OF HIS INSTALLATION 10. PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED CONDITIONS, AS MANUFACTURED BY "SIMPSON", "TECO", OR EQUAL 14. SUPPORTS FROM CONSTRUCTION - 3.ALL CONCRETE TO BE STONE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI. S44ALL BE CONSTRUED TO MEAN ACCEPTANCE BY SUCH CONTRACTOR OF THE CONDITION OF THE SUBSTRATE As INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. a. FURNISH ALL INSERTS, FISH PLATES, CLIP ANGLES, ANCHORS, CHANNELS, ETC. AS REQUIRED FOR 4.REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. WELDED WIRE FABRIC SHALL N PROPER AND ADEQUATE FOR THE INSTALLATION OF HIS OWN WORK. If. ALL FLOOR JOISTS SHALL BE BP.IDGED AT MID5PAN OR AT INTERVALS NOT TO EXCEED 8 FEET. METAL, SOLID WOOD SUPPORTING BOXES, HANGERS AND EQUIPMENT. CONFORM TO ASTM A185. +_ 4. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND AISC SPECIFICATION FOR THE DESIGN FABRICATION O 23. IF, IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WNIGH DIFFERS FROM THAT AS INDICATED ON THE BLOCKING, OR WOOD BRIDGING IS ACCEPTABLE. b. WHERE CONSTRUCTION DOESN'T PERMIT FASTENING OF EQUIPMENT, FURNISH ADDITIONAL APPROVED FRAMING. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. CONNECTIONS SHALL BE MADE WITH " DIAMETER H.S. PIAN5, THE CONTRACTOR SHALL STOP AL L RELATED WORK AND NOTIFY THE ARCHITECT. WOULD HE FAIL TO 12. ALL WOOD SHALL BE SOUND, FLAT, STRAIGHT, WELL SEASONED, THOROUGHLY DRY AND FREE FROM ALL DEFECTS, 15. ELECTRICAL CONTRACTOR 15 TO CONTACT AND COORDINATE INSTALLATION OF GABLE T.V. WIRES. INSTALLATION FOLLOW THESE PROCEDURES AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND WARPED OR TWISTED WOOD SHALL NOT BE USED. IS TO BE PERFORMED IN A TIMELY MANNER WITH RESPECT TO THE OVERALL PROJECT SCHEDULING. BOLTS A5TM A325 OR WELDED. LIABILITY ARISING THEREFROM. 13. ALL ITEMS OF ROUGH HARDWARE OF EVERY DESCRIPTION INCLUDING NAILS, SPIKES, SCREWS, BOTS, ANCHORS, TIES, 16. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS TO COMPLY WITH NEW YORK STATE AND LOCAL GOVERNING 5.ALL TJI SERIES, PARALLAM PSL (PARALLEL STRAND LUMBER) AND MICROLLAM LVL (LAMINATED VENEER zltz EXPANSION SHIELDS AND BOLTS, AND OTHER ITEMS WHICH ARE REQUIRED TO A55EMBLE OR SECURE THE WORK SHOWN CODES. LUMBER) AND ACCESSORIES TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S 24. WHEN "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS ARE USED, IT SHALL BE BASED OR SPECIFIED HEREIN SHALL BE FURNISHED AS NEEDED. 17. ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT COMPLETION OF PROJECT. RECOMMENDATIONS AND SPECIFICATIONS. 14. CONTRACTOR TO FURNISH TO OTHER TRADES ALL ANCHORS BOLTS WALL PLATES CORRUGATED WALL PLUGS NAILING 15. THE MINIMUM LOAD FOR UNDERGROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE 100% OF THE 6.MICROLLAM LVL (LAMINATED VENEER LUMBER) TO BE PROVIDED BY "TRUSS JOIST" WITH SPECIFICATIONS FOR U4�OIN THE REVIEW AND APPROVAL OF THE ARCHITECT PRIOR TO ANY PURCHASE OR INSTALLATION. BLOCKS, WOOD, ETC. WHICH ARE REQUIRED FOR THE PROPER FASTENING AND INSTALLATION OF OTHER ITEMS. DWELLING UNIT LOAD SHALL BE COMPUTED IAW NYSRC E3502.2 BENDING STRESS OF 2,600 P51 AND MODULUS OF ELA5TICITY OF I.q MILLION PSI. 25. THE WORD "PROVIDE' SHALL MEAN TO FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE WORK IN DETAILED INSTRUCTIONS WITH SKETCHES, IF NECESSARY, SHALL BE GIVEN 70 THE OTHER TRADES OF THIS SECTION 19. WIRING METHODS SHALL BE IAW NY5RG TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL 7.PARALLAM P5L (PARALLEL STRAND LUMBER) 70 BE PROVIDED BY "TRUSS JOIST' WITH SPECIFICATIONS FOR In e__'11 O ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND MANUFACTURERS RECOMMENDATIONS. SHOWING THE LOCATION AND OTHER DETAILS OF SUCH NAILING DEVICES. BE IAW NYSRC TABLE 3702.1. GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHAL BENDING STRESS OF 2,8000 P51 AND MODULUS OF ELASTICITY OF 2.0 MILLION PSI. OZ -� O 15. PROVIDE. APPROPRIATE BLOCKING BETWEEN FRAMING MEMBERS AS REQUIRED TO RECEIVE TOILET ROOM ACCESSORIES BE IAW NYSRC TABLE 13702.1. _D15CL AIMER Q Q ! y o CD y 26. CONTRACTOR IS TO SUPPLY OWNER, IN WRITING, A WAIVER OF ALL LIENS FOR HIMSELF AND ALL SUPPLIERS AND AND OTHER SIMILAR ITEMS AS REQUIRED MECHANICAL SYSTEMS SUBCONTRACTORS BEFDRE FINAL PAYMENT 15 REQUESTED. I6. PROVIDE A MINIMUM OF DOUBLE STUDDING AT DOORS, WINDOWS AND UNDER 14EADERS IN PARTITIONS. 17. GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL COORDINATION WITH THE OWNER'S SUBCONTRACTORS 50 AS I.ALL NOTES HEREIN MENTIONED ARE APPLICABLE TO THE SCALE AND SCOPE OF WORK AS DESCRIBED p >_ � 27. A FINAL SURVEY MUST BE SUBMITTED At COMPLETION OF PROJECT. TO THE PROPER AND TIMELY PERFORMANCE OF WORK WITHIN THE OVERALL SCHEDULING OF 714E PROJECT. 1. ALL FUEL, GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A FLAME GRAPHICALLY OR OTHERWISE NOTED ON DRAWINGS. G.C. 15 RESPONSIBLE FOR QUALIFYING CONDITIONS THAT Q �� D SAFEGUARD DEVICE, WHICH WILL SHUT OFF TEH FUEL SUPPLY TO TEH BURNER WHEN THE FLAME PIOLT LIGHT 15 ARE NOT INCLUDED IN BID OR CONTRACT DOCUMENTS WITH OWNER PRIOR TO EXECUTION OF CONTRACT AND/OR EXTINGUISHED. COMMENCEMENT OF WORK WHICH WOULD ALTER THE DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS. 28. FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO FRAMING. ' 0 J z 2. ALL EQUIPMENT SHALL PERFORM IAW NYSRC TABLE N1103.1 OF THE CODE. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY SUCH ALTERATION IMMEDIATELY. 3. ALL HAVC PIPING SHALL BE INSULATED IAW NYSRC TABLE NI103.5F__ Lj O 4. DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO TEH MINIMUM FEDERAL STANDARDS PER z 0 F_ NYSRC TABLE N1104.2 AS APPLICABLE. O 0O 0O H U (1-1 �7 U Q) W O J 11r_ 9 Q Q C0 O mi I date; JULY 2021 5cal e, drawn bu C.W.KUEHN checked bu project no 21041 Sheet # T- 4 drawing title CODE NOTES SIMPSON - H2.5A CONNECTOR EVERY RAFTER USE 16D TOENAILS FROM RAFTER INTO RIDGE ESTIMATED DEFLECTION AT 130 MPH DESIGN WIND PER TABLE R602.3(1) SIMPSON CS18x24 MIN. SPEED AT 15-FT. HEIGHT FOR SHUTTERS WITH 2 x 4 FASTENER SCHEDULE FOR STRAP ® EACH RAFTER WITH MAXIMUM SPAN WITHOUT STIFFENERS AT 16" ON CENTER STRUCTURAL T-2 MEMBERS �) 8D COMMON NAILS EACH SIDE OF STRAP APPROX. DEFLECTION ( IN. ) APA PANEL SPAN RATING APPROX. WEIGHT MAXIMUM SHUTTER AT 120 MPH DESIGN WIND SHUTTER SPAN ( IN. ) ( LB/FT ) SPAN SPEED AT 15'-0" HEIGHT APA PANEL SPAN RATING APPROX. WEIGHT 32 /16 1.5 30 0.5 ( LB/FT2 ) 24 36 48 60 72 84 96 40 / 20 2.0 36 0.5 32 /16 2.5 0.2 0.2 0.3 0.4 0.5 0.8 - 48 / 24 2.4 48 0.9 40 / 20 2.9 0.1 0.1 0.2 0.2 0.4 0.7 1.1 ROOF RAFTER, SEE PLAN 48 oc 3.6 72 1,5 48 /24 3.4 - - 0.1 0.2 0.3 0.6 1.0 48 oc 4.6 - - 0.1 0.1 0.3 0.5 0.9 NOTE: APA STRUCTURAL PANEL RESIDENTIAL CODE OF N.Y.S. SECTION R301.2.1.2 INTERNAL WHERE CEILING JOIST ARE NOT PRESSURE - EXCEPTION - WOOD STRUCTURAL PANELS EXTERIOR SIDING PROVIDED AT TOP P ATE (ie WITH A MIN. THICKNESS OF 7/16' (11.1 MM) AND A MAX. CATHEDRAL OR VA LTED # 2 - 2 x 4 ( IF NEEDED ) SPAN OF 8'-0" (2439 MM) SHALL BE PERMITTED FOR SHIM CEILINGS) SIMPSO LSU28 z OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. HANGERS REQUIRED ® EA. RR In PANELS SHALL. BE PRECUT TO COVER THE GLAZED OPENINGS 00 Nx-CUT IF DESIRED WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS FINISHED WALL TO RIDGE OR HIP CONNECTION SHALL BE PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 12d NAILS, TYP. IN ACCORDANCE WITH R802.5.2 -3/16" x 3" LAG SCREWS w/ FENDER OR SHALL BE DESIGNED TO RESIST THE COMPONENTS HEADER - ALSO AT STRUCTURAL RIDGE WASHERS TO HOLD 2 x 4 TO PANEL AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH /A ::I$ BEAM \ � � N THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE 12d DOUBLE HEAD NAILS ® 6" O.C. ( REQUIRED WHEN ROOF PITCH r AND ® 4" O.C. INTERIOR CASING f N ( IS LESS THEN 3:12 ) IS SHUTTER IS OVER \ U ,y. 5'-0" LONG GLASS TABLE R301.2.1.2 RIDGE TENSION STRAP DETAIL W Y WINDBORNE DEBRiS PROTECTION FASTESIMPSON 1-12A NING SCHEDULE FLASHING AND CAULK ry FOR WOOD STRUCTURAL PANELS SILL NOT TO SCALE ff ff bracket 0 EACH RAFTER WITH STRENGTH AXIS SHUTTER DETAIL T 8D COMMON NAILS CO X FASTENER SPACING ( INCHES ) 12d NAILS, TYP. - X 3: Q ( FASTENER TYPE PANEL SPAN 5 4 4 FEET < PANEL 6 FEET < PANEL INTERIOR CASING O Wi L 12d DOUBLE- HEADED FEET SPAN S 6 FEET SPANS 8 FEET ��� I m Z NAILS ® 6" O.C. ( 4" O.C. 12d DOUBLE HEAD ..W IF SPAN IS OVER 5' LONG N0. 8 WOOD-SCREW-BASED NAILS 0 6" O.C. ZN ANCHOR W/ 2" EMBEDMENT 16" 10" 8" ( AND ® 4" O.C. LENGHT IS SHUTTER IS OVER ( ) O O NO. 10 WOOD-SCREW-BASED 5'-0" LONG FINISHED WALL n- O Co LENGHTANCHOR W/ 2" EMBEDMENT 16" 12" 9" LTJ = SHIM N��STUD WALL SIMPSON BENT TIE-H2S -� SHUTTER ATTACHMENT 1/4- LAG-SCREW-BASED ANCHOR W/2" EMBEDMENT 16" 16" 16' SCALE: 1/2" _ 1'-0" LENGHT I __JSHUTTER ATTACHMENT SECTION NOT TO SCALE DETAIL "31) oz N SCALE: 1-1/2' = 1'-0" CO U NOTCH DEPTH < id CUT RR TO ALLOW FOR cur SHEATHING TO BE NAILED To Box LENGTH IDLE DIA < 5d END STUD (SINGLE STUD) = SECOND FLOOR �NIcTHI SIMPSON SHEAR WALL TIE DOWN TO BE INSTALLED AT ALL 1 CORNERS OF BUILDING i /•�` ,�`���'''�'���i� OUTER & GARAGE HEADERS CLEAR SPAN q,_! \ OF SPAN ONLY I fti ...;.} z W TIE DOWN TO BE SECURELY I � � ' �•:'��� : ;• 3 -' I BOLTED IN THREE PLACES SEE SHEET T-2 FOR NUMBE SEE SHEET T-2 FOR NUMBER TO CORNER STUDS OF NAILS AT EACH END OF NAILS AT EACH END TYPICAL 1-5/8" DIA. ATR ANCHOR .� & 2-3/4" MB END :. r�`I.4 I/ LENGTH PROVIDE MIN. 7/8" 3" SILL PLATE, TYP. END DIST. HOLE DIA < 3d ;?' . 2x STUD © 16" O.C. W/ PLATE y (DOUBLE STUD,! SIMPSON STRONG-TIE FOUNDATION WALL, TYP. CS16 STRAP ® EACH STUD SIMPSON STRONG-TIE C 6 HOLE EDGE DIST > $" � ;2g- • NOT TO SCALE DETAIL 2 II •i °aba"$ LOCATED AT EACH NEW STUD, TYPICAL VIEW FLOOR HOLE EDGE DIST > PLAN 8D COMMON NAILS SIMPSON STRONG-TIE HDU8 SSEEACH S EETD OFFORANUMBER SHEARWALL CONNECTION: 1ST FLOOR TO FOUNDATION OF NAILS AT EACH END 0 STUD � I I - SIMPSON STRONG-TIE �,J SCALE: NOT TO SCALE CS20 STRAP LINTS ® EACH STUD °3 NOTCHING I$ BORING INSTALL BETWEEN SILL cur " 8D COMMON NAILS LENGTH AND TOP OF FDN. WALL O EACH END OF STRAP N.T.S. MIN. BEARING ON SEE SHEET T-2 FOR NUMBER LENGTH STUD SURFACE 12" OF NAILS AT EACH END l GRADE z o 00;' 3"x3" washer O y A �. 7" min. embed. in TOP OF WALL ABOVE GRADE PER PROVIDE COPPER COATED 1= y � S y/ poured concrete R 404.1.6 - 4" WHERE MASONRY FABRIC TERMITE SHIELD o a o0 " OVER SILL SEALER AND O �� 15 in c.m.u. VENEER IS USED, 6 ELSEWERE N,�r OF MAINTAIN 8" MIN. FROM < Z w � ' WD. TO FIN. GRADE BASEMENT `� O z Refer to Table R-402.2 for o compressive strengths of SIMPSON STRONG-TIE CS 0 �' ~ W concrete. STEEL ANCHOR BOLTS - SIZE ZO Li 0 AND SPACING SEE NOT To SCALE ff ff = N Refer to Tables R-404.1.1(1) SHEET T-2.1 DETAIL 1 Q C!7 EXTEND BOLTS MIN. 7 INTO O thru R-404.1.1(4) for wall L� �) FDN. WITH TIGHTENED NUT requirements. ~ & WASHER TO EACH BOLT. .' v; Q O 0 0 Footing DEPTH PER R-403.1.4 IF SIMPSON STRONG-TIE JOIST DEPTH MA615 ANCHOR IS NOT USED MAX. SOIL BEARING CAPACITIES AS PER TABLE R-401.4.1 1 ANCHOR BOLT SPACING AS PER SECTION R403.1.6 TYPICAL WIND UPLIFT CONNECTIONS date, JULY 2021 s JOIST EPTH A MAX 13/4" SIMPSON WASHER SCALE: 1/2"=l'-O" MIN. 3" X 3 WASHER & 5cale R403.1.1 MINIMUM SIZE NEARING PLAT 2" MIN The minimum width, W, and thickness, T, for concrete footings drawn b 6 JOIST DEPTH shall be in accordance with Table R403.1(1) through R403.1(3) MUDSILL TO FOUN TION q MAX and Figure R403.1(1) or R403.1.3, as applicable. The footing I JOIST DEPTH width shallbe based on the load-bearing value of soil in F TO COMPLY WITH. C.W.KUEHN accordance with Table R401.4.1. Footing projections, P, shall be a WFCM SECT. 3.2.1.7 f I <; .N MAX not less than 2" (51 mm) and shall no exceed the thickness Z� � checked U: of the footing. Footing thickness and pprojection for fireplaces S shall be in accordance with Section R1001.2. The size of footings rSTEEL ANCHOR BOLT - SIZE -JOIST RAFTER supporting piers ,and columns shall be based on the tributary load I t ' AND SPACING PER W CM TABLE and allowable soli pressure in accordance with Table R401.4.1. �--�°� 3.2A, SEE SHEET T- .1 project n0. Footings for wood foundations shall be in accordance with the EXTEND BOLTS MIN. INTO N OTC I N G BORING LINTS details set forth in Section R403.2, and Figure R403.1(2) and � 21041 R403.1(3). Footings for precast foundations shalll be be in accordance <�,• FDN. WITH TIGHTENE NUT with the details set forth in Section R403.4, Table R403.4 and & WASHER TO EAC BOLT. N.T.S. Figure R403.4(1) and R403.4(2). � TYPICAL ANCHOR BOLT sheet # NOT TO SCALE IF SIMPSON STRONG-TIE MAB15 ANCHOR IS NOT USED T drawinq title CODE DETAILS