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HomeMy WebLinkAbout47474-Z TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - CLIMATE ZONE 4o WIND DESIGN SUB.IEGTFTROOrtAR DAMAGE ODD O'CONNELL J,,j � HITE67S GROUND SPEED TOPOGRAPHIC, SPECIAL WIND SEISMIC AR51 IAMOMAOUE HARBOR � /�/J ��JR C H I T E C T P.c. SNOW (MPH) EFFECTS WIND BORN ME51ON WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN LOAD REGION DEBRIS CATEGORY DEPTH DF-510N BARRIER HAZARDS FREEZING ANNUAL l ZONE TEMP REQUIRED INDEX TEMP N 42°38'34" W 100.40' TODD O'CONNELL, AIA ,y ;z r�/� 1200 Veterans Memorial Highway I MILE FROM oma-/ Suite 120 SEVERE 20 130 NO NO COAST AND B BOF 3 FT MOD TO EXISTING BFC, HEAVY SEE BELOW YES NONE 5589 51° F volt WOOD RAMP wow Hauppauge,NY 11788 FIRE ISLAND -- TO REMAIN. M K P(631)650-6666 I F(631)650-6667 WINTER DESIGN TEMP: C(516)658-0325 • AP ARENT H GH INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURES OF NOT LESS THAN 68°F AT A POINT 5 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY w .-- • SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING. I ATER AS F HIGH WATER ALONG WOOD I err;�r�rrr;r,r.:rrf,'r�r1.�r{- £rra ,1 • DEGREE DAY5 (Nr LAGUARDIA) 4511,WINTER DE510N TEMP 150,DRY BUL$ 89°F, NET BULB-i5° F (2020 APC APPENDIX D) _._- • A5 PER NY'SBG 2020 CHAPTER 16 SECTION 1609 AND ASCE? 2016, HIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B I 1_21231202 _ _ BULKHEAD - _-- _ _ -_ PROPOSED 10FTWIDE ;:11r;,d�r�s.G��r�(ilsrr;�,Crri� • USE G FOR BOTH SOUTH SHORE AND FIRE ISLAND x5.13 NON-TURF BUFFER AREA TO BE PLANTED R D IN SUBMITTED CALCULATIONS \ , MANUAL J CRITERIA REQUI E � - ,�� WITH SALT TOLERANT ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE WETLA. �S FLAGGED N S '_ - ---_- x5 _-- �� \` 1 NATIVE VEGETATION =« � ' _ - __ �_ - _ZONE VE 8 r C� `x HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE BY-SHAWN BARRON, �,, t_ - (1,102.5 SF) IQ FACTOR TEMP COOLING 'M S.ON JAN RY 25,2021 � \ \. \1'I,' ZONEX 108 FT 41° N 45° F 86° F 1.00 70° F 75° F 55° F �\ -' o O 1 ��; ��� If-IF " -` ... x5.76 /J \ \ /.- � O f� IV WIND VELOCITY WIND VELOCITY COINCIDENT DAILY WINTER SUMMER COOL I NO TEMPERATURE \ \y o � � s DIFFERENCE HEATING COOLING WET BULB RANGE HUMIDITY HUMIDITY - w o x 6.51 I Iv ( r w', LEADER AND I c i ` DOWNSPOUT. o 4030 32 OR 509 RH O a, o o �� r II° F 15 MPH 7.5 MPH 72 F MEDIUM (M) p �� y�D TYP. c/) / ` - g `��' 5nER5 - !V o 1 �F 7.68 `._ Ilam x 4 7.51 20.6' rl'I o -1 '�y _ ,.::::::::::. 7.81 EXISTING w !L. �tP EXISTING 4 5F) 19.41' `� 1 \I O - . CONCRETE FENCE TO O -� i 1 PLATFORM TO Q Yew ` REMAIN.TYP. r ............................ W REMAIN SF) �F v-� ` 0PROP.2ND FL 6.11' ✓ ` 594' \\1ABOVE '- -T - - DECK--- .. 1 W EXISTING 2 STORY SINGLE FAMILY e�:::::::::::::::::: :: `�--'15. DWELLING WITH PARTIAL BASEMENT AND F PROPOSED 1 STORY 1 € .°:: > ::: z / PARTIAL CRAWL SPACE TO BE MORE < v ADDITION(140 Q. FT.) R9P,PEA.FGRh4. :.:.:..::::.:.:.::..:...:.... / 0 cor+eRETEPUTf«iM::::::::::... / I THAN 50%SUBSTANTIALLY IMPROVED. J /� N OfiZM TION :o::: ZON I N� I o � / 19.50 16.2 ;' '` d1 2:S,.ORY,.:.RAME z N TOV�NN OF SOUTHOLD / 19.36 PROPOSE O }- I.ATlDI 0 SECTION: 52 BLOCK: 50 LOT(5): 23 OUTDOOR SHO ER. I 1 I LEADER AND PROPOSED 2NDa / I S RY 41DOWNSPOUT. d w ZONE: R-40 REQUIRED EXI5TIN6 PROPOSED ADDITION(345 SQ. TYP. F LOT AREA 40,000 5Q.FT. 23,38x.8 50.FT. NO CHANGE FouLINME n 1 u x�.11 ° o, u o 0 0 1 17.0 T.�'i "a::" I I PROPOSED 1 STORY =w � i ' ' LOT WIDTH 150 FT. *100 FT. NO GRANGE :' FRONT YARD 50 FT. 118.2 FT. 113.30 FT PROPOSED INTERIO y x .21 x 8.73 ' ' -1� I- o o m J a o I ADDITION(416 SQ.FT.) REAR YARD (TO 50 FT. 46.2 FT. NO CHANGE SUNKEN POOL. I i o -_ I '19.31' BULKHEAD) PROPOSED 1 STORY I i 8 2 I 1 N o d Q t z m o W REAR YARD (TO HIGH ADDITION(138 SQ.FT.) I I -- I '� ' N ° Y I _ I I I WALKWAY TO BE Q == ow 1`unm V WATER ZONE) 50 FT. 64.1 FT. NO CHANGE �o i __ ` ' 110 0'MIN. % I REMOVED. 3 N o o w o = 0 SIDE YARD (MIN) 15 FT. 16.2 FT. 15.72 FT U' I I 11 ( "I 1 1 *� 51DE YARD (A66) 35 FT. 35.7 FT. 35.03 FT j53 I� i ,,, I i PROPOSED : I IRRIGATION WELL TO BUILDING HE16HT 35 FT./ 2.5 STY. N/A FT./ 2 STY. 30.1"7 FT - d PROPOSED 0 1 -'' i i PORTICO(193 T 1 BE ABANDONED. 9�2 A z 0 o Q LOT COVERAGE 20 4b 10.4 9b 16.67 % - 1 r-� r I I ) HOI f= °O > w d N o I SQ.FT. z a z= �- SEPTIC PER TF I I EXISTING UTILITY ENGINEERING 1 i i i i i i� 1 `'0 I` ° 1 1 I POLE AND OVER �,=WwwyQ-KP°- v I I I 1 f I w > i '. HEAD ELECTRIC TO o x o§a 1 i 1 1291 I 11 REO i F- C7 i '. I � o Q Wd)=o o BE REMOVED. N _~ o w IDIi bTl 2 mom'�'9 0 o .LOT OOVERAOE i i i i_i i � i z a�z�'n K 1 1 1 1 Id, 1 1 I EXISTING o I 1 00 0�O1z�° z<1n� DRAIN _-LJ -----� I w I Oo °d��d P FLAGPOLE o v M 1 � O ww �wd �w= ZONE: R-40 SQ. FOOTAGE SEPTIC x 7.19 i FIELD TO 1 a x 6 85 d d m o° o S b 1 I REMAIN LOT AREA 23,3811.8 50.FT. ENVELOPE I I x 6.58 O ' 1 ¢ z ¢ WET LAND AREA 2,224.8 50.FT. I I V V V al m 1 Z w I I CD I I TOTAL BUILDABLE AREA 21,165 50.FT. I i w W Z I o c�1 1 I Q- w I IST FLOOR 2,855.15 SQ.FT. I i LU 0L 0 a a � VII PROPOSED PORTICO 1113 50.FT. I I o g a o w1 GAZEBO 80 50.FT. i 9 < tu o i 1 REAR CONCRETE PLATFORM 106 50.FT. I I - I-I I 1 iiI v O WOOD DECK 2114 50.FT. i w X ~ __ lu LU WOOD ENCE I_ i z z _ O TOTAL 3,528.15 50.FT. x 1 -'�'�- ft-WE- N000 _ \ _ v 3528.15 / 21,165 16.67 30 ----------------------------- L_� x5.84 v v z I F- 1-- - -------------- ------ -----------� W w z � x 6.61 x 5.88 -A v w 4 y�� ` , ` / A /� x5.63 I I I�F Y I OUS GO Y ERASE x 7.05 537°30'00"E 100.00' ry i x 6.45 x5.77 � � �p m p ZONE: R-40 50. FOOTAGE O LOT AREA 23,3811.8 50.FT. B A Y V I E W AVENUE NET LAND AREA 2,224.8 50.FT. TOTAL BUILDABLE AREA 21,165 5Q.FT. PLOT FLAN 15T FLOOR 2,855.15 50.FT. ' I ' PROPOSED PORTICO 1113 5Q.FT. SCALE: 1" = 20'-0" ul FRONT WALKWAY 146 50.FT. 7 v :- 6AZEB0 80 50.FT. 0 7-Lu t-- REAR CONCRETE PLATFORM 106 5Q.FT. fu> - WOOD DECK 2114 5a.FT. Q Q � GRAVEL DRIVEWAY N/A 1,332 50.FT. v ,LH TOTAL 3074.15 50.FT. � �5 3,674.15 / 21,165 LHO OL O � O ` z v 4 u- 0 1X w o N � � ,n o Z • O z V .. - LU O � v TA W c 4'1'T'ECTS F DD'O'CONNELL _(�ARCHITECT P.C. 14"0 SONO TUBE FILLED DROP2)2 1TODD O'CONNELL, AIA SOLID K/5500p 91 ACQ KV HDR DROP (2 2X1 CONCRETE MIN 56" 1200 Veterans Memorial Highway BELOW &RADE' ACQ PC HDR1200 120 6x6 A00 HOOD v Hauppauge,NY 11788 P05T (TYPICAL) I P(631)650-6666 < F(631)650-6667 C(516)658-0325 X-71 DROP i( )2XIO DROP (5)2XI0 CRAWL P, -0 >R SPACE AGQ WD IM A00 L Hr 24"X24"XI2" P. CONC. FTG. (TYP) (V, 14"4) SONO TUBE FILLED I foxfo AL'a WOOD SOLID K/3500 sI Q P05T (TYPICAL) CONCRETE MIN. 56" < BELOW GRADE (T'rF) 2XI2 ACO KV SPACE L z -----------71, , -{,, , \r 0 I x-i LE Ef 0 clJ 0 U_'D %j IL ACCESS (5)I/4 ML LVL 0 N Q DROP (2):2X 0 0 C4< ACO PC HroR 2XI2 ACG? KD - - - - - - --- - - - - - LEDOEIR x 14",P SONO TUBE FILLED WATER H) 5" POURED CONCRETE I I SOLID K/5500pel CONCRETE MIN. 56" 0 FOUNDATION WALL (5,500 PSI BELOW ORADE (TrP) :3 SPACE MIN) 2 POURED CONCRETE RAT I 2x5 FLOOR JOISTS %- O Z IL SLAB (5,500 F`51 MIN) AND 6LQ BELOW CRAKL VAPOR BARRIER OVER 4" # DEEP COMPACTED GRAVEL. SPACEtL ACCESS %3 PROVIDE EXPANSION d) -JOINTS AT WALL. u,I x Z3 20NI0" POURED CONCRETETIE NEW FOUNDATION TO q) FOOTING (5,500 PSI MIN) TO REST x EXISTING K/ #4 REBAR ® :24" ON UNDISTURBED VIRGIN SOIL (5' O.C. VERTICAL; MINIMUM OF 2; II DEEP MIN); W(2) #4 REBAR, 2"x4" x EXISTING BEAM TO BE GROUT FILL SOLID (TYPICAL) KEYWAY OUTSIDE WALL (5)5 Y2" STEEL PIPE CUT AND SAT ON THE WATERPROOFING MEMBRANE AND GR AWL, COLUMN WITH 24"X24"XI2" f/ POURED CONCRETE PROP05ED COLUMNS. C,< ,y U1 z kno 2" RIGID INSULATION. 5F A CE FOOTING + (2)#4 REBAR ON EACH DIRECTION. TIE NEW FOUNDATION TO ® I6 O.C. WASTE HAUNCH SLAB AND 12xb F.J. EXISTING W/ #4 REBAR a 24" 13_j J, < 13 a O.C. VERTICAL; MINIMUM OF 2; I-IN 70 EXI5TIN& (5) 2x8EXIST. BEAM FOUNDATION WALL. I (2)2X8 BM_ I I P z 0 z o y GROUT FILL SOLID (TYPICAL) E3 — 62 BELOW lu 0�� _j NOTE: 5" POURED CONCRETE EXISTING BEAM TO BE NEW FURNACE DIRECT VENT MUST FOUNDATION WALL (5,5oo psi to<_Lom�z LIA 0 ( 2gl CONFORM WITH MANUFACTURER'S MIN) Y OUT AND SAT ON THE 5" POURED CONCRETE COLUMNS. f. cj PROPOSED INSTALLATION INSTRUCTIONS AND FOUNDATION WALL M500 1-51 CLEARANCES FROM UNPROTECTED om MIN) DEPTH TO BE DETERMINED I %.+ BY THE SPA DEPTH. 4" POURED IL CONSTABLE MATERIALS AS OELLAR CONCRETE PAT INDICATED ON THE APPLIANCE -01 5 61 C.H. < tu SLAB M500 P51 UTIL17*r LABEL AS PER M1306.1 Or THE REMOVE EXI5TIN6 SLAB AND MIN) K/ (oxg, N.Y.S. CODE 20NIO" POURED CONCRETE our-go %JDU-tuc� 13 9� REPLACE IT WITH A LOWER SLAB K.K.M. AND NOTE: FOOTING (5;500 PSI MIN) TO REST rill, TO A DETERMINED DEPTH PEP, VAPOR BARRIER ON UNDISTURBED VIRGIN 501L 0 NEW DIRECT VENT HOT WATER KD THE SPA'S HEIGHT. OVER 4" DEEP HEATER MUST CONFORM WITH DEEP MIN); W(2) #4 REBAR, 2"x4" COMPACTED KEYWAY ,OUTSIDE WALL W IL In MANUFACTURER'S WRITTEN I EN 10 Q 6< D_Q o GRAVEL. x INSTRUCTIONS. WATERPROOFING MEMBRANE. z zo M 2" POURED CONCRETE RAT PROVIDE oiwov x0yci- z 'FoMb R W21 Wz PROVIDE UNDERPINNING TO EXPAN51ON SLAB (5,500 P51 MIN) AND TIE NEK FOUNDATION TO < < MATCH THE DEPTH OF THE NEW JOINTS AT WALL. VAPOR BARRIER OVER 4" EXISTING W/ #4 REBAR a 2411 lu R1 LU DEEP COMPACTED GRAVEL.SUNKEN SPA. O.C. VERTICAL; MINIMUM OF 2; PROVIDE EXPANSION I-'JATER OIL TANK OROUT FILL 50LIM (TYPICAL) -JOINTS AT HALL. 4. EXISTING 13 FOUNDATION HALL TO POURED CONCRETE RAT 0 �ATE _Er OUR CONCRETE r LL. 2" POURED SLAB (5,500 PSI MIN) AND 2NIO" LEDGER ACCOMMODATE FOR NEW VAPOR BARRIER OVER 4" LAO TO EXIST WITH Ys" -V CRAWL DEEP COMPACTED GRAVEL. AND 6" LAO BOLTS I' O.C. SPACE PROVIDE EXPANSIONSTAGGER TECO JOISTS To X LEDGER WITH ZINC, COATED j n ACCESS AS JOINTS AT WALL. 4 POURED CONCRETE RAT SLAB OR HOT DIPPED GALVANIZED L 17-1 REQUIRED (5�00 p iv L_ BY CODE. (5,500 P51 MIN) K/ bxb K.K.M. AND — — — — — — — — — — — — VAPOR BARRIER OVER 4" DEEP COMPACTED GRAVEL. PROVIDE L8X16EXPANSION -JOINTS AT WALL. W LU _j - - FOUNDATION F- - - - - - - - - — z z VENT < < V_ z z LU LU LU Z j) DROP FOUNDATION WALL TO D k) x (3 W z ACCOMMODATE FOR NEW — — — — — — -- OVERHEAD GARAGE DOOR ABOVE. - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — R402.2 CONCRETE 7 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F' r-1 N Q Q 0, < L AS SHOWN ON TABLE R402.2 CONCRETE SUBJECT TO MODERATE OR SEVERE 0 WEATHERING AS INDICATED IN TABLE R501.2(l) SHALL BE AIR ENTRAINED AS 101-01, 1 SPECIFIED IN TABLE R402.2 THE MAXIMUM WEIGHT OF FLY ASH, OTHER FOZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT 15 INCLUDE IN > :25'-0" .-C[11 CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS SPECIFIED IN SECTION 11.5.5.4 OF ACI 50. MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE cl 71' APPLICABLE STANDARDS LISTED IN CHAPTERS IAND 20 OF ACI 518 OR AGI LU 552. 7: 0 MINIMUM SPECIFIED COMPRESSIVE Z FOUNPATION FLOOR PLAN STRENOTH (F'r-d > TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIALL' GENERAL NOTES SCALE: 1/4" V-0" NEGLIGIBLE MODERATE SEVERE Kz STAIRS a GUARD NOTE: EASEMENT NALL5, FOUNDATION AND OTHER I. CARBON MONOXIDE ALARMS AND CARBON 5. ALL CONDITIONS AND DIMENSIONS (o. ALL WOOD POSTS SHALL BE BUILT 10. ALL ANCHORS, STRAPPING AND (TO COMPLY WITH 2020 R.C. OF NYS R511$R512) CONCRETE NOT EXP05ED TO THE WEATHER :2,500 2,500 2,500'- LH MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE UP WITH (2) .2X4'5 NAILED TOGETHER N1 CONNECTORS AND HARDWARE TO BE -STAIRWAYS SHALL NOT BE LESS THAN 56" IN CLEAR WIDTH ABOVE THE PERMITTED tu> IN BUILDINGS A5 REQUIRED IN ACCORDANCE GENERAL CONTRACTOR AND REPORT 106 NAILS O.c. UNLESS OTHERNI57 SIMPSON STRONG TIE OR AN APPROVED HANDRAIL HEIGHT AND BELOW THE REOUIRED HEADROOM HEIGHT EASEMENT 5LAE35 AND INTERIOR SLABS ON 1-1 � � O WITH THE :2020 FIRE CODE OF NYS-SECTION ANY DISCREPANCIES TO ARCHITECT NOTED MANUFACTURE AND 70 BE INSTALLED AS -MINIMUM HEADROOM HEIGHT TO BE GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 :2_5200 2,500'- cII5.4 (CARBON MONOXIDE DE7Er.,TION PRIOR TO 57ART OR CONTINUATION PER MANUFACTURE WRITTEN -MAX RISER SHALL NOT EXCEED aY4" BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR < SYSTEMS) FOR RESIDENTIAL BUILDINGS OF WORK -7. ALL FRAMING SHALL COMPLY WITH INSTRUCTIONS- UNLESS OTHERWISE NOTED -MIN TREAD SHALL NOT BE LESS THAN ci" WALLS AND OTHER VERTICAL CONCRETE 2,500 5,000c, 5,0001, M T_ INTER-WIRED FIRE/SMOKE AND CARBON THE 2020 NYS RESIDENTIAL -STAIR PROFILE: NOSINOS SHALL NOT BE LESS THAN 5/4" NOR MORE THAN V4" WORK EXPOSED TO THE WEATHER OL 4. NO 5AL\/. NAILS OR CONNECTORS IN CODE 11. ALL ENGINEERED LUMBER TO BE -HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH PORCHES, CARPORT SLABS AND STEPS EXPOSED MONOXIDE DETECTORS WITH BATTERY �If) c\ SAC�,<UF AS PER NFFA -720 AND SEC. R514 ACC. LUMBER ARE PERMITTED. ALL a. ALL EXTERIOR FOf:Z0H/Z-)F_r_,K/ CLADr�)Er�, AND SEAL AS REQUIRED TV40 OR MORE RISERS. TO THE WEATHER, AND GARAGE FLOOR 2,500 5'000'1•e-" 5,500CIA" TW \j AND R515 OF THE 2020 RESIDENTIAL CODE CONNECTORS AND FASTENERS FOR ACC STAIR FRAMING TO BE ACO TO PROTECT AGAINST THE -TOP OF HANDRAIL SHALL NOT BE LESS THAN 54" AND NOT MORE THAN 5,b". SLABS OF NYS SHALL BE INSTALLED IN DWELLING LUMBER MUST BE STAINLESS STEEL OR LUMBER-U.O.N. WEATHER ENVIRONMENT -ALL REQUIRED HANDRAILS BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS H07 r;)IFFED GALVANIZED 0-05. FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE FOR 51: 1 POUND PER 5OUARE IN0H=&.ac15 kPa z UNITS OUTSIDE OF EACH SEPARATE ci. ALL ELECTRIC TO REMAIN AND LOWEST RISER OF THE FLIGHT. 0. STRENGTH AT 2a DA'rS K SLEEPING AREA IN THE \/Ir-.INIT'T' OF THE 5. AS PER SEC. R510 EACH HABITABLE MODIFIED 70 ACCOMMODATE NEW -ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NENEL P0575 OR SAFETY TERMINALS. b. SEE TABLE R501.20) FOR V417ATHERINO POTENTIAL § BEDROOMS. WI-FERE A FUEL-BURNINO ROOM SHALL HAVE AT LEAST ONE CONSTRUCTION. FINAL ELECTRIC, TO -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN LVY BETWEEN c. CONCRETE IN THESE LOCATIONS THAT IS SUBJECT TO FREEZING AND THAWING DURING L_1)j APPLIANCE 15 LOCATED WITHIN A BEDROOM OPERABLE WINDOW FOR EMERGENCY BE DETERMINE IN THE FIELD THE WALL AND THE HANDRAIL. CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE 6. OR ITS ATTACHED BATHROOM, CARBON EORF-55 WITH A MINIMUM CLEAR -HANDRAILS SHALL NOT PROJECT MORE THAN 4Y:2" ON EITHER SIDE OF THE STAIRWAY. d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF MONOXIDE DETECTION SHALL BE INSTALLED OPENING OF 5.1 50. FT. (OFAr�)E CONCRETE) SHALL BE NOT LESS THAN 5 PERCENT OF MORE THAN -7 PERCENT. lu -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE 50" ABOVE FLOOR OR GRADE. M WITHIN THE BEDROOM. FLOOR OPENINGS SHALL HAVE A C. SEE SECTION 402.2 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT. >: -GUARDS/RAILINGS SHALL NOT HAVE A OAF OF PASSAGE OF MORE THAN 4" f. FOR OARAOE FLOORS WITH A STEEL-TRONELED FINISH, REDUCTION OF THE TOTAL AIR z D, MINIMUM CLEAR OPENING OF 5.0 SO. ci z 2. ALL ELECTRIC WORK 5HAL- BE CONTENT (PERCENT BY VOLUME OF CONCRETE) TO NOT LF-55 THAN 5 PERCENT 15 PERMITTED IF I q) PERFORMED IN STRICT ACCORDANCE F7.). THE MIN. HT. OF OPENINGS TO THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE 15 INCREASED TO NOT LESS THAN < M < IU BE 24" AND MINIMUM WIDTH TO BE 20" 4,000 P51. WITH THE LATEST EP1710N OF THE N.E.O. t AND THE BOTTOM OF OPENINGS NO # -1 < HIGHER THAN 5'-8" A.F.F. O < 0 0 q) _j T�ACHE'TECT5 TODD O'CONNELL O 1 o O / ARCH ITECT P.C. 1 (2)13/4"xlI Y4" ML LVL TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 11 0 11 GENERAL NOTES Hauppauge,NY 11788 X O P(631)650-6666 I. CARBON MONOXIDE ALARMS AND CARBON 5• ALL CONDITIONS AND DIMENSIONS F(631)650-0325 11 " 6667 DEN � 11 C(516)658-0325 MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE 8'-0" GLC. HT. IN BUILDINGS AS REQUIRED IN ACCORDANCE GENERAL CONTRACTOR AND REPORT WITH THE 2020 FIRE CODE OF NY5-5ECTION ANY DISCREPANCIES TO ARCHITECT 115.4 (CARBON MONOXIDE DETECTION PRIOR TO START OR CONTINUATIONNir'6.t Gr('f•�1fSfrf� frtS3 GONG. REBUILD SYSTEMS) FOR RESIDENTIAL BUILDINGS . OF WORK PLATFORM INTER-WIRED FIRE/SMOKE AND CARBON EXI5TINC -� 4. NO GALV. NAILS OR CONNECTORS IN (5)Is/4"xlV4" ML LVL MONOXIDE DETECTORS WITH BATTERY CONGEALED WOOD DECK 2X10 ND F.J. ® I6 O.C. ACQ. LUMBER ARE PERMITTED. ALL NEX EXTERIOR WALLS CONSTRUCTION A❑ �t BACKUP AS PER NFPA 720 AND SEG. 8314 -2x4 WOOD 5TUD5 ® 16" O.G. 2ND STORY DECK ABOVE D x 2Xb SLEEPERS RIPPED ® " PER FOOT AND 8515 OF THE 2020 RESIDENTIAL CODE CONNECTORS AND FASTENERS FOR ACQ LUMBER MUST BE STAINLESS STEEL OR PF' VIDE R 15 KRAFT FACED BATT �� �� >�- OF NYS SHALL BE INSTALLED IN DWELLING INSULATION AND 1/2" INTERIOR GYP. UNITS OUTSIDE OF EACH SEPARATE HOT DIPPED GALVANIZED G-185. BD. (SEE SPECIFICATION AND NOTES) I ��'� �-� ��-� (5)Ig/4"xl1Y4" ML LVL SLEEPING AREA IN THE VICINITY OF THE Ai'�lD I/2" EXTERIOR PLYWOOD CONGEALED eS ® o , � 5. AS PER SEG. 8310 EACH HABITABLE SHEATHING, AIR INFILTRATION - - - - Q ROOM SHALL HAVE AT LEAST ONE V ., -o„ v BEDROOMS. WHERE AFUEL-BURNING BARRIER AND SIDIN5 A5 SHOWN ON = tL APPLIANCE IS LOCATED WITHIN A BEDROOM OPERABLE WINDOW FOR EMERGENCY t ....................... O = (2)2X10 ELEVATIONS. PROVIDEY2" RIGID 6'-�4" -' X NOX21 STEE BEAM DN _� OR ITS ATTACHED BATHROOM, CARBON EGRESS WITH A MINIMUM CLEAR INSULATION BOARD BEHIND SIDING. --PLATFORM-- m -..... --- MONOXIDE DETECTION SHALL BE INSTALLED (2)Is/4"XI Y4" ML LVL O (2)I�/4"x14" ML LVL OPENING OF 5.� SQ. F T. (GRADE 7O I j I + - ; �; N WITHIN THE BEDROOM. FLOOR OPENINGS SHALL HAVE A JA _ I HOLD ..� _ �- m MINIMUM CLEAR OPENING OF 5.0 SQ. (1 -__t'2 B u- = I> I i 2. ALL ELECTRIC WORK SHALL BE NIM to A I' DOWN O O O II 1 <z .. _ PERFORMED IN STRICT ACCORDANCE FT.). THE MIN. HT. OF OPENINGS TO 1 p 0 a WITH THE LATEST EDITION OF THE N.E.G. BE 24 AND MINIMUM WIDTH TO BE 20 N AND THE BOTTOM OF OPENINGS NO O - OUT EXISTING I ---:-- PATH D I N I NC ROOM I ( 10' HIGHER THAN 5 -8 A.F.F. z # 4 BATHROOM. NEW % °.ROOM 8'-0" GLC. HT. I I u- Q v ;�y PLUMBING FIXTURES z ® KITCHEN n 4� d3 AND FINISHES AS HEATED =� u a I I ,� !1 1 8'-0" GLC. HT. 4„ ___ 6. ALL WOOD POSTS SHALL BE BUILT 10. ALL ANCHORS, STRAPPING AND z SELECTED BY OWNER. Q SUNROOM N II ® _ 14'-4” 5;-2' UP WITH (2) 2X4'5 NAILED TOGETHER W/ CONNECTORS AND HARDWARE TO BE O }- _____- X ,� p II b ba O XLl f j ................ ...................... IOd NAILS 9 8" O.G. UNLESS OTHERWISE STRONG TIE OR AN APPROVED Q I 2X8 F.J. ® I6 O.G. NOTED MANUFACTURE AND TO BE INSTALLED AS ALIGN TOP PLATE OF PER MANUFACTURE WRITTEN v 3 cv 1 �n n I I PROPOSED ADDITION WITH PLY WITH INSTRUCTIONS- UNLESS OTHERWISE NOTED } Qw � o x - (..... BXIST�NG 2X8'G.J. { ALL FRAMING SHALL COMPLY ' 1,U) " O C UES ROOM I iv 'I ___ ----- - _ ADJACENT KITCHEN WALL TO THE 2020 NYS RESIDENTIAL ° ° ~ i ! I -- HAVE 8FT CEILING HEIGHT. P,4NTRY = N 11. ALL ENGINEERED LUMBER TO BE w F ro a =w K H -' - CLADDED AND SEAL AS R QUIRED _____ ' I o ,� 8. ALL EXTERIOR PORCH/DE K/ o )I5/4"x 4" ML LVL + Icw ,...,. I NX o a o 1 `� - G TO PROTECT AGAINST THE m I STAIR FRAMING TO BE AGO " " EL e a cv DN' — — — m - WEATHER ENVIRONMENT Q z N}= p LUMBER-U.O.N. a ; _ _ _ _ _ W8X21 STEEL BEAM _ _ of. ALL ELECTRIC TO REMAIN AND o z W W N v FLITCH PLATE FLUSH 2 xb ISR �� 1 1 n CP <t m O o fnu���Z�o W + MODIFIED TO ACCOMMODATE NEW UU Z I w adNOOwo 2 13 (2)2X8 "B" LABEL DOOR I O II" CONSTRUCTION. FINAL ELECTRIC TO F Q z°m v O _ TYPICAL INTERIOR Q 1 _ L I V I NC ROOM ' I I w X o - SWI MEXCONSTRUCTION: -- �- 8'-O" GLC. HT. ,� WALL Q 1 BE DETERMINE I N THE FIELD Q Q a?° o 2"x4" STUD WALL ® x ! �-ap, civ INSTALLED PER 0 I = I I OPEN GUARDS = N o MANUFACTURER 5 N I b O.G. _....._.._. _ _ ^w X o o >w w zQ N v N J SHALL HAVE p. ,� z w w°z o° F - ............................. ............................................. N WRITTEN O Y2 6YP5UM BOARD O I .-_ _-_ I x �_ ~ o z o N BALUSTERS OR i = O w° N'-w SPECIFICATIONS. tL w° z - - + ORNAMENTAL •r -a NEW UL APPROVED PRE-FAB °N� _o z W FINISH ? ! . Q a o w-' - II Q U �I PATTERNS SUCH w GAS F.P. TO BE SEL. BY E:a +I - X v 4'-O" OWNER; EXTERIOR COMBUSTION -� X II �w I THAT A Qo> F- _......_ w N =:I 4-I NCH-DIAMETER I AIR DUCTS SHALL BE A L I STED N w w v N w ..... ........................... 0. _- _ 3,_0„ "2X5 F.J. ® Ib" O.G. z II II -- _ PASS THROUGH z I ; 2X10 F.J. RIPPED A INSTALL ACCORDING TO `"N �' °o M SPHERE CANNOT ► m~w w F o } _ __ ___. _ COMPONENT OF THE F.P. o 0 0 a v I Q - �; I F- Y4 PER FOOT Ib O.C. ANUF. INSTRUCTIONS. 3 o 1U o v j z T m _ (I - w ANY OPENING UP � 11. /l EXISTING 2X8 G.J. E � z v w 2 a z o�. Z 1f1 \ \ ( ( w tw i w I °Qz ua�Qwa Q I II x-� TO A HEIGHT OF X tea- �� GL. I 54 INCHES. FIREPLACE STONE z z z _ S tt1 m O - 1 m O I i I wwv wQ wz -. I-�QQ�No°moo D N N m BATH. NEW STAIR TO I .4R>4CE FINISH AS SELECTED II MEET 2020 IRC. - BY OWNER. II m COMPOSITE g/4"xTY4' ML LVL + DOUBLE FLOOR JO UNDER I I m dk (2)I v v v xDECKINO _ PARALLEL WALLS ABOVE. C :I - ".._ _ _. - -_ _ _ .. FLITCH P 5 I I OVER GRAVEL. � I ; I O ,,. EXISTING - -- - - - - ----- - - :... 5HOWER DRAIN 0 8 2 s/4° " ML LVL FOYER - - _ _ (3)I/4"xl4" ML LVL ( )I X7Y4 I CONNECTED TO—� _� ; _;' W' "� 3 xb (I) s/4"x7" STEEL „ (2)Ig/4"X I Y4" ML LVL FLITCH PLATE FLUSH N 8 0 CLO. HT. O UPTURN G J1• N EXISTING ' 10 9 NOTE ANDERSEN 400 SERIES :.:. ...................... 3: DRYWELL _-_--____ ; I ................. I WINDOWS OR EQUAL TO BE 10.0. Z ................................................. o 1 O IN5TALLED W N ® 20x68 N I.. ... .. . N 2X10 N � ry G.J. , V JINSTALL HEAT DETECTOR V z ® I6 O AS PER 514.2.5 W W Ota DOWN �� I HOLDm 1 (- ® o of ® z z z Q �� I o z (2)13/4"xlI Y4" ML LVL (2)2X10 = 2)18/4"x�iY4" ML LVL = ! Q - IC X UI n Q �w --- - ----- .. w m v ��Qv In ;016X6 WD P05T = 1\ � N I i Z Z z t 1® 4X6 WD POST z z I PROVIDE 3/8" TYPE "X" ON WALLS I :i —I O X O N ILI IU q) O N O I AND CEILING �..� G01l RED v (5)13/"XIV" M LVL v 0 v W Z PO GH ®�4X4 WD POST � N N e-,%5 Y2" STEEL PIPE I o o I m COLUMN I6 X8 OVERHEAD GARAGE DOOR - O ..� (2)Ig/4"XIV4" ML LVL �.. ■ HOLD-DOWN ABOVE POINT LOAD5 II'-4 8.. 8'_2-0x" 5'-O" 6'-6" 6'-6" q'-102" q'-102 01 ol Ir 8�4„ � V NEW EXTERIOR WALLS CONSTRUCTION :— Ir -2X4 WOOD STUDS ® 16" O.G. O Lu rZ PROVIDE R-15 KRAFT FACED BATT INSULATION AND 1/2" INTERIOR GYP. — BD. (SEE SPECIFICATION AND NOTES) — AND 1/2" EXTERIOR PLYWOOD SHEATHING, AIR INFILTRATION BARRIER AND SIDING AS 5HOWN ON STAIRS 4 GUARD NOTE: ELEVATIONS. PROVIDE Y2" RIGID UA INSULATION BOARD BEHIND SIDING. (TO COMPLY WITH 2020 R.G. OF NYS 85114 R512) _ -STAIRWAYS SHALL NOT BE LESS THAN 56" IN CLEAR WIDTH ABOVE THE PERMITTED >, HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT \ -MINIMUM HEADROOM HEIGHT TO BE 16'-8" UA I_ O -MAX RISER SHALL NOT EXCEED &Y4 In -MIN TREAD SHALL NOT BE LESS THAN a" O ILE: N051NOS SHALL N07 BE LESS THAN 5 F I RST FLOOR FLAN -HANDRAROFSHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STARW" NOR MORE THAN 4AY WITH OL TWO OR MORE RISERS. O O SCALE: 1/4" = I'-O" -TOP OF HANDRAIL SHALL NOT BE LESS THAN 54" AND NOT MORE THAN 58". -ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS OL FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE z LOWEST RISER OF THE FLIGHT. X -ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1Y2" BETWEEN THE WALL AND THE HANDRAIL. -HANDRAILS SHALL NOT PROJECT MORE THAN 4Y2" ON EITHER SIDE OF THE STAIRWAY. � fu IY -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE 50" ABOVE FLOOR OR GRADE. O " � m -GUARDS/RAILINGS SHALL NOT HAVE A GAP OF PASSAGE OF MORE THAN 4" O 4 m 4 0 v O z lu m Q 3 0 0 � o ;ARCHITECTS TODD O'CONNELL ARCHITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 OPEN GUARDS Hauppauge,NY 11788 SHALL HAVE BALUSTERS OR P(631)650-6666 ORNAMENTAL F(631)650-6667 PATTERNS SUCH 41'-l0/4" THAT A PECK. C(516j 6580325 4-INCH-DIAMETERr r r _ rr b' (Oil COMP051TE DECKING trt�rr�t,s,:(�(r f r y{a:�r, 1 „ „ „ SPHERE CANNOT 24-6/4 6-� Q-`I PASS THROUGH COLOR: AS SELECTED BY ANY OPENING UP OWNER. 5'-8/4"� 12'-II/g" 8'-V2" 9'-10" TO A HE15HT OF 54 INCHES. c C 8' O" 26-2S/8 IS'-83/8 g j o* W+ Y t f Cam 3 1 f UF IR ! I! C(2)Ig/4"xcV4° ML LVL (2)Ig/4"xgY4" L LVL i.. E 2 (2)I/4"xN'4" ML LVL !ln HOLD q - I ; �', I GENERAL NOTES o DONN ::. 3 .........._.. _... .........i.... NEW UL APPROVED PRE-FAB II -s I I I I r I. CARBON MONOXIDE ALARMS AND CARBON 3• ALL CONDITIONS AND DIMENSIONS OAS F.P. REGENCY GONTURA REMOVE EXISTING BATHROOM O I I O ! I I ,,, i MONOXIDE DETECTORS SHALL BE INSTALLED TO BE VERIFIED IN FIELD BY THE z # X RG500E 6A5 STOVE TO BE ; FINISHES AND PLUMBING _ II i I I Q SEL. BY OWNER EXTERIOR I FIXTURES. GAP ANY EXISTING IN BUILDINGS AS REQUIRED IN ACCORDANCE GENERAL CONTRACTOR AND REPORT t- ,: I I ANY DISCREPANCIES ! ! UNUSED PLUMBING LINE. 4 ` "; ; WITH THE 2020 FIRE CODE OF NYS-SECTION I CREPANCIES TO ARCHITECT -I COMBUSTION AIR DUCTS SHALL z 's I.-. I .__�..-. C_-_._. I _____ :' _.__ PRIOR TO START OR CONTINUATION z 117 BE A LISTED COMPONENT OF �; :. m II - -`. .! ,- Q15.4 (CARBON MONOXIDE DETECTION THE F.P.; INSTALL ACCORDING D - - -- - SYSTEMS) FOR RESIDENTIAL BUILDINGS OF WORK }- MASTER 4 II ! . z TO MANUF. INSTRUCTIONS. BATHROOM, ,---,, ! INTER-WIRED FIRE/SMOKE AND CARBON NEW EXTERIOR WALLS CONSTRUCTION Ca BEDROOM o BEDROOM MIK 1p"r- -2x4 WooD STUDS ® Ib" O.C. = I -� II FLOOk:TtL I - 4. NO GALV. NAILS OR CONNECTORS IN O TYPICAL INTERIOR �'-„ I II .�',_._ -` FLOOR:HARDWOOD BACKUP ASDPER NEPA 210 ANDTSEGYR314 D• ALL °�I <Y o NS�LAIDTION ANDRI/�'2 INTERIOR GYP. LS'N TILE ACO. LUMBER ARE PERMITTED. o X F w WALL CONSTRUCTION: TED WALLS. PAINTED AND 8315 OF THE 2020 RESIDENTIAL CODE CONNECTORS AND FASTENERS FOR ACO Q BD. (SEE SPECIFICATION AND NOTES) I I I X 't '' _ 0 0 0 2"x4" STUD WALL ® ;'' FLOOR:H WOOD w �r OF NYS SHALL BE INSTALLED IN DWELLINCC LUMBER MUST BE STAINLESS STEEL ORS, a = Ci HOT DIPPED GALVAN I ZED G-185. w AND 1/2" EXTERIOR PLYWOOD s. - - I - tu Ib O.G. WALLS: AINTED = UNITS OUTSIDE OF EACH SEPARATE � rAva w SHEATHING, AIR INFILTRATION � ! � ; �� ° Ys GYPSUM BOARD a SD BARRIER AND SIDING AS SHOWN ON z! ; I O cs 1®IbXb WD POST SLEEPING AREA IN THE VICINITY OF THE 5. AS PER SEG. R310 EACH HABITABLE FINISH - ® 26x68 O - �../ ~ 0 o x lA ELEVATIONS. PROVIDE YY RIGID 5v X 6 e OPEN GUARDS BEDROOMS. WHERE A FUEL-BURNING ROOM SHALL HAVE AT LEAST ONE °N z° �' INSULATION BOARD BEHIND SIDING. I N 2 xb SHALL HAVE APPLIANCE IS LOCATED WITHIN A BEDROOM ► QZ mi Q 2x8 SLOPED G.J. ® Ib 0.0 2x8 SLOPED G.J. ® Ib G. - O - 1®�4X6 WD POST OPERABLE WINDOW FOR EMERGENCY N v p z ro W civ DN. ry BALUSTERS OR N �_/ OR ITS ATTACHED BATHROOM, CARBON `' 3 m ° )=Q. EQ. O H O MONOXIDE DETEGTI ON SHALL BE INSTALLED PEN NG OF F 5 7 SQ I FT. GRADR w - ° W u�i v 14R ® ORNAMENTAL N 3 i� p z J iu v cry 24x68 la ! ! D 5D cy ® 1 4X4 WD POST FLOOR OPENI NGS SHALL HAVE A WAL -iN CLOSET TO BE THAT A ♦,,./ WITHIN THE BEDROOM. = POCKET I DE IGNED BY OTHERS. G - M TER u�=Q_Q w o F <r ...... ......................... .......................... ......... ...... ......... 3 Ys STEEL PIPE MINIMUM CLEAR OPENING OF 5.0 SQ. a J a =Z DOOR SPHEREZA OT_ ---� 1COLUMN 2. ALL ELECTRIC WORK SHALL BE ° cv 24x68 . I I 3-5 3-2 PASS THROU H _ _ PERFORMED IN STRICT ACCORDANCE FT.). THE MIN. HT. OF OPENINGS TO POCKET 24 AND MINIMUM WIDTH TO BE 20 z�N-wa�z 2r"OL��Of D G.J. ® ! ANY IN UP , ■ HOLD-DOWN WITH THE LATEST EDITION OF THE N.E.C.N.E.G. o �w Q N v ...___._i O TGH A LTO A H OF -°�W m o w AND THE BOTTOM OF OPENINGS NO n 0 of F I F— — ------ ' HIGHER THAN 3 -8 A.F.F. _ 13 I DOOR I I -_ i 34 INCHES. ABOVE POINT LOADS Wv YELUX I - I I I I I fr OPEN TO a Nil F — LUX SKYLIGHT I w I I z BELOW ry v 6. ALL WOOD POSTS SHALL BE BUILT I0. ALL ANCHORS STRAPPING AND L — — — UP WITH (2) 2X4 S NAILED TOGETHER W/ ODEL:GO6 z N z o NOTE: ( I ar. L_ ! I>�GGES iJ CONNECTORS AND HARDWARE TO BE v v w o o o- Z = D7 w Q I I I I __._: _._._ ._ -'-- _ _ - I I! I ! k I i " SI MPSON STRONG TIE OR AN APPROVED n a Z -FLOOR DRAIN TO BE Otu _ NEW STAIR TO _ .. ______ ( I 106 NAILS 8 O.G. UNLESS OTHERWISE Q$ Q w J INSTALLED IN -� m I Ito I I PROVIDE I I - _ _ __ __ __. I:. I " MANUFACTURE AND TO BE INSTALLED AS w w v w a w DOUBLE I MEET 2020 IRC. ...................._.._......._- -.-_........ .._._ I NOTED z= I-���I-o AQC LAUNDRY ROOM FL �, _-- _,:.,-.-:-::-:- __ -==.._— _ - -- II I: I Q Q -VENT DRYER TO 4 Il Q I FRAMING. ! - - - -_ 'I Ii I ! II PER MANUFACTURE WRITTEN L� I _ - F __ _:_ : _.__.. __' _ '__ ,�.. i -1. ALL FRAMING SHALL COMPLY WITH INSTRUCTIONS UNLESS OTHERWISE NOTED EXTERIOR D PAINTED 1 — ! (� i I I As REa IRE PER O _,_J II G)_ I E 2020 NYS RESIDENTIAL MANUF. SPEC. ...-_.----..-:-- .. —.. ---:.:. ---. ... i w ! -- _ _ _.. — ii : I CODE 7 -INSTALL PAN UNDER z I ® ® _ '' i' GINEERED LUMBER TO BE tT] �. . _ _ . _m 1 � I II ALL EN u v v Y WASHER I I ---=- == -y GLADDED AND SEAL AS REQUIRED O II _._ - u _ R PORCH DECK AS PER MANUF. SPEC. U �" � � I I 8. ALL EXTERIOR / / i II i O - - : : -: !! u I TO PROTECT AGAINST THE ._._.. . _ -_ _. 1 �.. .. ...................... ...... _ , a. � _ STAIR FRAMING TO BE AGQ HOLD 2 x __.___..... ._.. ...___ VII x - -_ _ 2 ro_..____........ .- -- _ WEATHER ENVIRONMENT Dowty O _��--�-�----�K- � _-- I =� �- — - --_�_._ — -- - ( I ,, I !I i; I LUMBER-U.O.N. �► - - -- o - _ - I I 1 3 I i € �. ALL ELECTRIC TO REMAIN AND �� tu .. I I 2"X10" LEDGER CONNECT WITH " _.._.__ --.---- 7 I - 4 L LVL --HOL z[Q _ ! ; ,I __ _"'. I it .!, I'; _... _.____.___..__ _._.._..._._ MODIFIED TO ACCOMMODATE NEW x -M „ � _...... ,. ............ ................... ............. . _...__._.._._ � j ; AND b TI-ROU6H BOLTS I O.G. _ --_.. --- __. � _ . .�.,t?O N - -- -- - — _ O CONSTRUCTION. FINAL ELEGTRIG TO Z STAGGER TECO JOI5T5 TO LEDGER - EQ. t6 2/8 tl O/ _-.-..__.. BE DETERMINE IN THE FIELD W LL _... W,_._-..._:-:.-:.:::.-:.............-- -........... : .- .......—:-:...--.... __ ___ ! li 8 IT ZING COATED R DIPPED ............... . - I --_-.__ ..___.-- , W H O HOT D u1 � I I � _.........._..................... ...................................... I I N GALVANIZED TYP. - _- tu -...._.._._...___ --- -- ------ - € 1 I �! iit €i i ii , I -1L - -..... ' ! I 111N1 �' I! II lu I f - --:- ..--. :-.:- . .._.... I I t II i o I RooF O RaoF .._ v � _ _ I : I W I: i — .................................... _.... .............................__._..........._........_..__..... ....................................._........ ......_..................................._.................................................._.. , I _YLNT 'Y L..NT � I I E:I I i '• !! � i ---._._ _.........___�____....._.._...W______.---- ._._ .�___.�_.__.__.__. ' : I I I ( I: ; i i �I I ' W W 1 III I is i I ___U ___ ___ ____ __ I ; ..................................... ......................... ........ .... ............._.............--- II .. ...... 1 € I I o I Q .i V : ; , 8-4 ..._.. . ..__.... 3...-� _.... _. . 12 6/ 6'-_1" -4 f Z ! ; f W W t11 1:21-4" i II I z 6. I: W ! F- I I I - - i - : .�...... .. l I I I O X O , : ii �� is � ! ..._....----..............__... ---................._.._..... _......._....__._._..___. .._____.______ i' i : i ___.______—_._...__........_ _...._-. .........__. ....._..__...._ — ; E j II I I N < Ii i3 i � m Q � 7 ZLUr- STAIRS $ GUARD NOTE: (TO COMPLY WITH 2020 R.G. OF NYS R311$R312) _ -STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH ABOVE THE PERMITTED > HANDRAIL HEIGHT AND BELOW THE REQU I RED HEADROOM HEIGHT -MINIMUM HEADROOM HEIGHT TO BE 6'-8" LU 1�O -MAX RISER SHALL NOT EXCEED V/4 l� I I FLAN -MIN TREAD SHALL NOT BE LESS THAN �" O MORE THAN �/W 5EGO1�lD FLOOR FLA HANDRAROFSHAL LBE PROV DED ON AT LEAST ONE S5IN05 SHALL NOT BE LESS THAN IDE ORF EACH STA RNAY WITH �� � TWO OR MORE RISERS. O L O SCALE: I/4" = I'-O" -TOP OF HANDRAIL SHALL NOT BE LESS THAN 34" AND NOT MORE THAN 38". -ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS D_ FROMDIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE z LOWEST RISER OF THE FLIGHT. -ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. -HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN IV2" BETWEEN THE WALL AND THE HANDRAIL. -HANDRAILS SHALL NOT PROJECT MORE THAN 4Y2" ON EITHER 51DE OF THE STAIRWAY. 01 fu tu -GUARDS/RAI L I NGS ARE REQU I RED FOR ANY SURFACE 30" ABOVE FLOOR OR GRADE. O ri -GUARDS/RAILINGS SHALL NOT HAVE A GAP OF PASSAGE OF MORE THAN 4" O in O Q m Q U1 v O Z m � Q � O Q � Q �ARCHtTECTB� ... ....... .. ..... ....................................... r.._.... :.:.�:� ... _. .._..__..... _... .__... ....._......:.:.. . : . .�_� .0 .TODD O'CONNELL I{_'.:.:_:. . .._.._._....... _....__.._..........._............_...................._.._......__.__..__..__.... _...._...._. A R C H ITECT P.C. I TODD iO'CONNELL, AIA 1 II E 1200 Veterans Memorial Highway I 1 Suite 120 I Hauppauge,NY 11788 ! 3 P(631) 650-6666 i I3 (( ! F(631) 650-6667 I E C(516) 658-0325 ra i _ _.._.,._....,—._..,,,.....__.,,....._..._._.. ......_..... ......................... ._._..........._. I - _ 3 _I_—___ _ I/� / I EI IE I th E E i I # I_ L 11 w1" ! L I ) owzF� oo I SH w Ll E E I 1= z o�m� W NR zzW�ZALL m NS<Z� m w E EI I I I i i ► ! z Y-j2� NI v r _. ._... _______________ 16 0 � I IIS - Q Y I F J E ' Qv wF�u E ? LAG BO D TO THE \ I ? I I I I I If; o ��3NwpNw pQ0NEN OC�z v� E E NPPE F ATTIC) cn I ' I E ! I I F N I T '�I - E !. .............. _....T......_... - ---! ROOFING CONSTRUCTION.OF OVER G v w w w v z v [ I I ! ---- REMOVE EXISTING ASPHALT 5HINGLE5 UNDER NEW ROOF. I ROOF PITCH I I; I ROOF PITCH ! I bON12 II I 5ON12I I ! E E I , ► mN� � } zo � Z m Ij 6 Iu'3o _ 2x10 R.R. ® Ib„ O.G. 2x10 R.R. ® Ib„ O.G. 4x3 ALUMINUM GUTTER W/5x4 ALUMINUM LEADER TO w ILI QQ�� F��0WQ BE SELECTED BY OWNER (] ______ I ON I"XB" FA501A BOARD ! — r _ ________ �. t ___.I !--___1 _—__-� ! �Z I ! -_-� I u� W/ VENTED SOFFIT / r % m I- ti L c � �-4 1 1 _ x G.T. I O.G. ! ! I PROVIDE ICE PROTECTION AS PER v ® / (UPPER F ATTICY, \ V ! I tt) F O I / xz I W105.2.77.1 WHICH F-z 0! / -\ \ 'n - I v I CONSISTS OF AT LEAST 2 LAYERS z E 0 0 Q I I I - I OF UNDERLAYMENT w ( O ® I CEMENTED TOGETHER OR A to 5ELF-ADHERIN6 POLYMER X O ry _ _ _ w z I / / 2xb G. Ib” O.G. MODIFIED BITUMEN SHEET TO p Q EXTEND A FROM EAVE S 0' i/ t I ; EDGE TO A MIN. OF 24” IN51DE z z O / / NP C F ATTIC N I THE EXTERIOR WALL < _ O xlO R.R. ® Ib 0. I X \ \ m i/ I I i LINE OF THE STRUCTURE O O O z x10 R.R. ® Ib / I� 2x10 R.R. ® Ib" O.G. I I 2x10 R.R. ® Ib" O.G. j E ~ ~ ROOF PITCH I ROOF PITCH \ I j I I d E ASPHALT 5HINGLE5 TO BE W_ W_ Z N 8 ON 12 8 ON 12 / I E E SELECTED X O \ f I OVER 50# BUILDING FELT v v v W z 1 ! ROOF PITCH I I ROOF PITCH , E I ! 5ON12 I I 5ON12 � � I _ PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF NY5 -RQ05.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 o LAYERS OF UNDERLAYMENT CEMENTED T06ETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM MANUFACTURER QTY DOOR TYPE MODEL NUMBER EAVES EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LESS THAN 4.5:12 PITCH MUST ICE SHIELD ENTIRE ROOF. ROOF 8:12 OR STEEPER REQUIRES MIN 5 FT. FROM EAVE EDGE N _® W MARVIN 4 SLIDING 6068 SIGNATURE ULTIMATE COLLECTION a © MARVIN I SLIDING 10068 SIGNATURE ULTIMATE COLLECTION G MARVIN I HINGED 5068 51ONATURE ULTIMATE COLLECTION z Vel I N O Vel S G H E U L E z lU r- WINDOW ^ — /�" MANUFACTURER QTY MODEL NUMBER COMMENTS 1-1 ROOF R (�I�y PLAN O I MARVIN 10 CASEMENT *UGA3656* *EGRESS WINDOW Z SCALE: I/4" = I'-O" � V O2 MARVIN 2 CASEMENT UGA5256 TEMPERED GLAS5 (� OB MARVIN I CASEMENT UGA5232 ® MARVIN 4 CASEMENT *UGA5044* *EGRE55 WINDOW U O MARVIN 2 CASEMENT UOA2054 TEMPERED GLASS v , mm O © OMITTED O CD �- O MARVIN I CASEMENT UGA5640 KITCHEN WINDOW ® MARVIN 7 CASEMENT UOA3044 *TEMPERED GLASS FOR HIGH MOISTURE POOL AREA O 1 0 ® MARVIN 4 CASEMENT UGA2456 OL IU 10 MARVIN 2 CASEMENT UGA4056 _ ` z v � II MARVIN 4 CASEMENT UCA2056 X 12 MARVIN I PICTURE 28" CIRCLE PICTURE WINDOW LDJ NOTE: VERIFY ROUGH OPENING, AND UNIT DIMENSIONS WITH MANUFACTURE PRIOR TO ORDERING 13 N � M * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF O' O f r 5.7 50. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; ) N O z SILL HEIGHT NOT TO EXCEED 44" A.F.F. 4 O4 z_ • v iii M t- 0 0 b J_ r a ELECTRICAL 5YMBOL5 A DD O''CONNELL > T 4ORCH ITE CT P.C. SYMBOL DE5CRIPTION 5YMBOL DE5CRIPTION TODD O'CONNELL, AIA 1200 Veterans Memorial Highway DUPLEX RECEPTACLE OUTLET x00000020 STRIP LIGHTING Hauppauge,NY 11788 P(631) 650-6666 RECEPTACLE OUTLET DUPLEX 0 1'-0" x 41-0" FLUORE50ENT FIXTURE F(631) 650-6667 L GFI W/ GROUND FAULT INTERRUPT C(516) 658-0325 51NGLE POLE 5WITGH ; r,rr�r,rs:r;rr parr �rrara: WEATHERPROOF OUTLET WP m DUPLEX RECEPTACLE OUTLET THREE–WAY SWITCH 40 # I ND I CATE5 HEIGHT ABOVE FLOOR A�; INCANDESCENT DIMMER 5WITGH INTERIOR WALL MOUNTED LIGHT } 50 GFM EXHAU5T FAN - VENTED DIRECTLY TO EXTERIOR ):�p PENDANT FIXTURE A5 SELECTED - _ CARBON MONOXIDE � ® HARD W 1 RED 4 INTERCONNECTED. �WP WATER PROOF BATHROOM FIXTURE GM N d O z # 150HATT RECE55ED HIGH HAT (�)Sv SMOKE DETECTOR HARD WIRED4 INTERCONNECTED. GENERAL ELECTRIC NOTES: — — — � z I. ALL ELECTRICAL WORK SHALL BE INSTALLED IN CONFORMANCE WITH ALLI / z APPLICABLE CODES, RULES AND REGULATIONS. G GARAGE DOOR OPENER I DEN / Ww 2. THE GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE I 8'-O" GLC. HT. � � ��Z �w IN THE RESIDENCE AND ADVISE TOG OF HIS FINDINGS PRIOR TO SUBMISSION OF BIDS. �oom������ 3. THE ELECTRICAL SUBCONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES WOOD DECK P �~ °<. w PLATFORM I 1 ZTQPiN�D 0 SO AS TO FULLY UNDERSTAND ALL CONDITIONS PERTAINING TO HIS WORK, ANY U< w F�� DIFFICULTIES THAT MAY BE ENCOUNTERED AND MATERIALS REQUIRED FOR / 1 3�N o o°Z o w INSTALLATION OF HIS WORK. ANY EXISTING WORK THAT DOES NOT MEET THE \ // I o to _ a 3 v APPLICABLE CODES, RULES AND REGULATIONS, SHALL BE REPAIRED AND/OR F_ � I � 1 Qflu'_O�F 2,23 m�� v O REPLACED. COSTS FOR SUCH WORK SHALL BE INCLUDED IN THE CONTRACTORS / ° w p o w BID. aQ�~Q���z�o 4. THE ELECTRICAL SUBCONTRACTOR SHALL SUBMIT ENGINEERING AND/OR SHOP DRAWINGS INDICATING ALL FIXTURE LOCATIONS, EQUIPMENT SPEGIFIGATIONS RISER DIAGRAMS, DETAILS, ETC. FOR TOG'S REVIEW AND APPROVAL AND I I ° Q o ugz SUBMISSION TO THE APPROPRIATE AGENCIES AS REQUIRED, PRIOR TO DN Uw N w w;Q 2 v � Owt� �� F— FABRICATION OF ANY WORK. w 9 fa f a v° i N O 0 5. THE CONTRACTOR SHALL REMOVE ALL UNUSED WIRING, CONDUIT, COAXIAL Q N v�i m GABLE AND TELEPHONE WIRING COMPLETELY FROM AREAS IN THE SCOPE OF THIS I ? i 7m o �'z o PROJECT. _97 _ _ — — — _ I �°w o`MMw 6. ALL ELECTRICAL DEVICES SHALL M ATGH EXISTING. w �° ` / A 1 I I ww - „} DINING ROOM \ ( VIDE POWER FOP, mOQ�os (] 7. ALL EXISTING ELECTRICAL DEVICES TO REMAIN SHALL BE FITTED WITH NEW I \ t ROOM 1 \ 8'-0" CLO. HT. I I I I KITCHEN PINSTANT HOT WATER FIXTURES, PLATES AND TRIM TO MATCH NEW. I HEATED / \ I ` I ( I '-O" GLC. HT DISPENSER. INSTALL PER v j_ SUNROOM 1 / I / ' I I MANUFACTURER'S WRITTEN v v v Y Ill AFF UNLESS OTI�RWISEe. ALL ELECTRICAL DNO NOTED. WALL OUTLETS ARE TO BE MOUNTED AT 15" \ � / / ® �P / P_ ��A SPEGIFIGATIONS. q. ALL SWITCHES/DIMMERS SHALL BE MOUNTED AT 48" AFF UNLESS OTHERWISE \NorED. / IDUES R OM \\ � r 10. ALL WALL MOUNTED PHONE JACKS SHALL BE MOUNTED AT 54" AFF UNLESS — — \ ( ��OTHERWISE NOTED. \ I II I I Y tu 11. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOT I ON. — — /�� I I o— — o v z0 EXCEED 6 . s 13R � I '( W W O ~ 12. ALL BACK TO BACK OUTLETS AND SWITCHES IN ADJOINING ROOMS SHALL BE h _ \ / J \ z z O STAGGERED. y{ Q Q V I SWIMEX 1 I a'-o" GLC. HT. / I \\ \ / z z z 13. ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXISTING \ I z ~ WALLS SHALL BE FLUSH MOUNTED WITH THE EXISTING WALL SURFACE. I / / v� FLOOR I / I I — — /N z I OUTLET I I I PROVIDE POWER TO — — — — — ry v v LU.101 z 14. ALL EXISTING ELECTRICAL BOXES TO BE GAPPED SHALL HAVE THE ELECTRICAL I — — 0� I PREFABRICATED GAS DEVICE AND ALL OF THE WIRIN6 REMOVED. PATCH HOLE AS REQUIRED. I I I I \ FIREPLACE AS REQUIRED / - � Q Z I I I PER MANUFACTURER'S \ � Q Q 15. NO POWER. OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS UNLESS \ _ \O-� I , I WRITTEN SPECIFICATIONS. m 0 OTHERWISE INDICATED. � I l I I PROVIDE TV OUTLET WITH I ci GATb AND COAXIAL # 16. SHOULD JOf3 CONDITIONS REQUIRE THE RELOCATION OF PLANNED TELEPHONE OR I / 0 GL. \ I FLOOR I I CONNECTION. N _ u> ELECTRICAL OUTLETS FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY TOG FOR \ I 1 I �C ARAE E APPROVAL OF THE ALTERNATIVE LOCATION PRIOR TO THE START OF ANY WORK. �, TH I 1 , \ 17. THE CONTRACTOR SHALL PROVIDE INITIAL LAMPING OF ALL LIGHTING FIXTURES AS — / / \ o PER THE MANUFACTURERS SPECIFICATIONS. 15. THE CONTRACTOR SHALL C_EAN, REPAIR AND RELAMP ALL EXISTING FIXTURES TO \ I I I l \ REMAIN AS REQUIRED AND/OR AS PER APPROPRIATE CODES, RULES AND 1 FOYER I I Z V REGULATIONS. ALL NEW AND EXISTING FIXTURES SHALL MATCH. — 1 8'- " GLC. HT. 1 I O 7 �r' Iq. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL I I i "J — i�� _ ` ( I �ci �- ' I '>.L� REQUIREMENTS FOR ALL HVAC EQUIPMENT, EXHAUST FANS, HATER HEATERS, SPECIAL I i — sFu I _ +�'-�X EQUIPMENT, ETC. "P _ — _ 1 \ I — — 1-_! n `�.— 20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE TELEPHONE — — — — COMMUNICATIONS SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING T — — — — — — — /—I DEPT. REQUIREMENTS, THE BUILDING MANAGEMENT AND TELEPHONE COMPANY'S ^ LLI RECOMMENDATIONS AND REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE I \ I I I r � ' I (� > !-J INSTALLATION OF REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM TO THE PHONE CLOSET IN THE TENANT'S SPACE. _ \ \ I I L — I\ W r O 21. APPROVAL OF ALL ELECTRICAL WORK MUST BE OBTAINED FROM APPROPRIATE ' 3: AUTHORITIES HAVING JURISDICTION PRIOR TO CONGEALMENT. COVERED ( / I I 1 it-_ 22. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING FOR THE ❑❑ PORCH a I � ` — — I/ O Q SPACE THROUGHOUT THE COURSE OF THE PROJECT. 23. THE CONTRACTOR SHALL -ABEL ALL NEW AND EXISTING PANELS AND G 1 ROU I TS / l9 CONTAINED THEREIN. z 24. CONTRACTOR RESPONSIBLE FOR ENGINEERING DRAWINGS. \ I R5T FLOOR PLAN ELECTRICAL PLAN SCALE: 1/4" = 1'-0" 0 ry tu to [A ^ m Q 0 v O z li.i � O Q v 7 D F : 'ARItH`(CEC7S ELECTRICAL 5YMBOL5 TODD O'CONNELL A,R C H I T E C T P.C. SYMBOL DE50RIPTION SYMBOL DESCRIPTION roan o'coNNELL, aia 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 DUPLEX RECEPTACLE OUTLET QD°D°QD5TRIP LIGHTING P(631) 650-6666 F(631) 650-6667 DUPLEX RECEPTACLE OUTLET D I'-O" x 4'-0" FLUORESCENT FIXTURE C(516) 658-0325 . . � 6F� W/ GROUND FAULT INTERRUPT trrrrrr. . t. �; 51NOLE POLE 5WITGH WEATHERPROOF OUTLET WP DUPLEX RECEPTACLE OUTLET THREE-WAY 5WITGH f't . 40" # INDICATES HEIGHT ABOVE FLOOR Q c; NCANDE50ENT DIMMER 5WITGH c: INTERIOR WALL MOUNTED LIGHT 80 CFM EXHAU57 FAN ® VENTED DIRECTLY TO EXTERIOR a � P PENDANT FIXTURE A5 SELECTED CARBON MONOXIDE ® HARD W I RED 4 INTERCONNECTED. N iWP WATER PROOF BATHROOM FIXTURE GM z O � v O GENERAL ELECTRIC NOTES: 150HATT RECE55ED HIGH HAT ® 5MOKE DETECTOR // z }- SD HARD 1NIRED 4 INTERCONNECTED. I. ALL ELECTRICAL WORK SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. W 2. THE GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC SERVICEG GARAGE DOOR OPENER DECK o W o a o IN THE RESIDENCE AND ADVISE TOG OF HIS FINDINGS PRIOR TO SUBMISSION OF BIDS. �N OOJJO QrW� 3. THE ELEGTRI GAL SUBCONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES SO AS TO FULLY UNDERSTAND ALL CONDITIONS PERTAINING TO HIS WORK, ANY p DIFFICULTIES THAT MAY BE ENCOUNTERED AND MATERIALS REQUIRED FOR '\ ° '�°�°, Q o Y INSTALLATION OF HIS WORK. ANY EXISTING WORK THAT DOES NOT MEET THE az =J a )z 0 APPLICABLE CODES, RULES AND REGULATIONS, SHALL BE REPAIRED AND/OR / \ \ \ 13 S o m z t REPLACED. COSTS FOR SUCH WORK SHALL BE INCLUDED IN THE CONTRACTORS I o w'�' <w o° O D ~ 4. THE ELEGTRIGAL SUBCONTRACTOR SHALL SUBMIT ENGINEERING AND/OR SHOP PROVIDE POWER TO DRAWINGS INDICATING ALL FIXTURE LOCATIONS EQUIPMENT SPECIFICATIONS — _ o i PREFABRICATED GAS \ �' ~ RISER DIAGRAMS, DETAILS, ETC. FOR TOG'S REVIEW AND APPROVAL AND FIREPLACE A5 REQUIRED \\ \ — 1 ° � o � SUBMISSION TO THE APPROPRIATE AOENGIES AS REQUIRED, PRIOR TO PER MANUFACTURER'S \ 1 i;4 w m W z;Q_ _ v FABRICATION OF ANY WORK. WRITTEN SPECIFICATIONS. ` \ I I %,K5 o W��O o m O 5. THE CONTRACTOR SHALL REMOVE ALL UNUSED WIRING, CONDUIT, COAXIAL V ° �'°oz m GABLE AND TELEPHONE WIRING COMPLETELY FROM AREAS IN THE SCOPE OF THIS 0 \ 3Z�Y k)V'0'o o Y o°-E� z PROJECT. / g Q F PMP, Lu tu tu LUW 6. ALL ELECTRICAL DEVICES SHALL MATCH EXISTING. / .._ - _ �4 U q U m o U o s p 7. ALL EXI5TIN6 ELECTRICAL DEVICES TO REMAIN SHALL BE FITTED WITH NEW FIXTURES, PLATES AND TRIM TO MATCH NEW. \ I \ I �ci 1 8. ALL ELECTRICAL AND TELEPHONE WALL OUTLETS ARE TO BE MOUNTED AT 15" `\ I I \ I \ AFF UNLESS OTHERWISE NOTED. I I I MASTER I I BAHROOM I EDROOM I I BEDROOM PROVIDE C1. ALL SWITGHE'S/DIMMERS SHALL BE MOUNTED AT 48" AFF UNLESS OTHERWISE ) \ / } ELECTRICITY INSIDE NOTED. � THE MEDICINE THE /� REGEGABINETS.MEDICINE � IO. ALL WALL MOUNTED PHONE JACKS SHALL BE MOUNTED AT 54„ AFF UNLESS OTHERWISE NOTED. \ v z 11. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOT EXCEED b”. 12. ALL BACK TO BACK OUTLETS AND SNITCHES IN ADJOI N I NO ROOMS SHALL BE / I l \\ / D R O I -( z z O z STAGGERED. \ I I D 5D T_ U W W z N 15. ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IN EXISTING WALLS SHALL BE FLUSH MOUNTED WITH THE EX15TINO WALL SURFACE. I / v V V w z HP 14. ALL EXISTING ELECTRICAL BOXES TO BE GAPPED SHALL HAVE THE ELECTRICAL t ..__ VP DEVICE AND ALL OF THE WIRING REMOVED. PATCH HOLE AS REQUIRED. 15. NO POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS UNLESS PROVIDE ELECTRICITY INSIDE OTHERWISE INDICATED. THE MEDICINE THE RECESSED — I I \ I I I I A ;I I6. SHOULD JOB CONDITIONS REQUIRE THE RELOCATION OF PLANNED TELEPHONE OR MEDICINE CABINETS. .I..... Iyd, I / I I I ( I . ___......................._.__..-.............._... _..._..-......___..._.__.__........_..-..- ELECTRICAL OUTLETS FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY TOG FOR APPROVAL OF THE ALTERNATIVE LOCATION PRIOR TO THE START OF ANY WORK. BATH. _ _j I 'i 17. THE CONTRACTOR SHALL PROVIDE INITIAL LAMPINO OF ALL LIGHTING FIXTURES AS PER THE MANUFACTURERS SPECIFICATIONS. Ll 18. THE CONTRACTOR SHALL GLEAN REPAIR AND RELAMP ALL EX15TINO FIXTURES TO - - ------ - -- — REMAIN AS REQUIRED AND/I AS PER APPROPRIATE CODES, RULES AND I' _ __ ____._ — _�._._.____ _._..___._ ___.____.__ _._..____�__._._.___ ___.._.._..____.__ REGULATIONS. ALL NEW AND EXISTING FIXTURES SHALL MATCH. - - _ ____ �< i ziur ___..___.............. ___._...._..__._............_.._._......__........._....._......_. ......__...______ _...._..__.__....._.-_ _._.-.__.__....__._.......__.._.._._..._......_. ._......_.._........_....._.._..... ._._._...._.._._._...._....__.._.__._.. _...-__........_..___._..___ __.._.._... __.__.....__....._...._.._._...__.._._.___._........-..........................._ .._..._-......__..__................_ k 11. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL _.................__- _.____ __. _._ _.__. _. _ __. i _._ ____..__._ ___._______._-_�_.__ _._ .._._.. _..__....._....__.._.._..._.___...._ __..____._.____ I � I_ ��`— REQU I REMENTS FOR ALL HVAC EQUIPMENT, EXHAUST FANS, WATER HEATERS, SPECIAL EQUIPMENT, ETC. — - — 20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE TELEPHONE COMMUNICATIONS SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING DEPT. RE UIRE:MENTS THE BUILDING MANAGEMENT AND TELEPHONE COMPANY'S I — P Q RECOMMENDATIONS AND REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM TO THE PHONE CLOSET IN THE TENANT'S SPACE. 21. APPROVAL OF ALL ELECTRICAL WORK MUST BE OBTAINED FROM APPROPRIATE AUTHORITIES HAVING JURISDICTION PRIOR TO CONCEALMENT. OL 22. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING FOR THE SPACE THROUGHOUT THE COURSE OF THE PROJECT. I 1 A- 23. THE CONTRACTOR SHALL LABEL ALL NEW AND EXISTING PANELS AND CIRCUITS CONTAINED THEREIN. SECOND FLOOR FLAN ELECTRICAL PLAN 24. CONTRACTOR RESPONSIBLE FOR ENGINEERING DRAWINGS. I; p SCALE. I/4 1'-0" cz O N M O ►� z Q m Q v OLa z Q O 0 0 p v � PROPOSED TOP OF RIDGE __... .._a _._ _...__._.__ _ _. __ _ ...._._ _...__ _.. _... __..__. _.. _ _ _. _ _._ ._ _ -- TODD O'CONNELL EI_EVATION:3"1.59 ._. _._._..___. . ._ ......._._.��... __ �.-, :, C T 5 H'r:+30.1-I' ARCHITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 E --K. TOP OF RIDGE _. ... _._ _ . _..... . _ .... _.- . . _._. _. 631 650-6666 El_EVATION:31. ' HT:+24.56' ......._. ____._.-. - F(631) 650-6667 -- C(516) 658-0325 DECORATIVE CUPOLA AS rrrf+tC; f �alsarr;t;�. SELECTED BY OWNER, TO BE INSTALLED PER ri'nf:f f iii r��,rzf-" MANUFACTURER'S WRITTEN WINDOW HEAD HEIGHT SPECIFICATIONS. f ?` Hr 6 8 _............. _ __._..__..._. _._ ___._.. ..._. .._ _.. .._ s, ASPHALT SHINGLES TO BESELECTE � , � •-7 OVER 30D BUILDING FELT -_ _T_ _ '" �� �: ✓ 1 4' e.. 4x3 ALUMINUM GUTTER W/ o 9 (�. � i 3x4 ALUMINUM LEADER TO � - > �; BE SELECTED BY OWNER ON I"X8" FASCIA BOARD W/ VENTED SOFFIT k, EX. FINISHED SECOND FLOOR EL.EVATION:20.22' AZEK VENTED SOFFIT, HT:+12.8' COLOR AS SELECTED BY m NNOOWINDOWHEAD' HEIGHT OWNER. - N AZEK CORNER TRIM, -- ly COLOR AS SELECTED BY OWNER. 11 11 z � v -a 0 z U1 O � Z EX. FINISHED FIRST FLOOR _.... _ ELEVATION: REMOVE ALL EXISTING -4 HT':+4.11' ° HIM.'' SIDING. PATCH WALLS AS � U��o Q RED. WU = lu w�,U LOWEST ADJACENT GRADE F o Q a w rL EL.EVATION:�.42 ............ z ' z m 15 o 3Wy°° V m EX Sll� L �r�TIO>`i . BASEMENT SLAB I } z °m V O `�oowo z V ELLEVATIONZA01' HT':+O F- 'nwwpz�p �Om U40w°vtpz E4wN vaQ v SCALE: 1/4" = P-O" 5 V mu. ►- w- �UtuNN �Oo m ��zoz� w °Q � � Q� Q �HQQHNO°�O� Q u v v Y m PROPOSED TOP OF RIDGE ELEVATION:37.5q' HT:+30.1'1' tuX MI to V z O � 12 12 w W ~ z D EX. TOP OF RIDGE 8� Q8 z z O Z ELEVATION: IA& _... _ ... _... . . .. _.. . _ _ _...__ _. ....___......_.._ _._ _ __ ___. _. _.-._. _ _ _._... ,...._ __ .. . ..__. _ ._. _ 4 Q V v _ � 2 HT:+24.56' 12 z z 0 t- DECORATIVE CUPOLA AS -=- Q Uj W Z tl1 SELECTED BY OWNER, TO O W O BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. ry WINDOP4 HEAD HEIGHT ------ N N HT. 6'8,r--- — — ..__ ... _ _. ._. _ cOy ASPHALT SHINGLES TO BE 8� Q8 O `9 to SELECTED OVER 30# BUILDING FELT {� FA-1 0 OPEN GUARDS SHALL HAVE U �.J N _ > BALUSTERS OR ORNAMENTAL Ll PATTERNS SUCH THAT A 4-INCH-DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO EX. FINISHED SECOND FLOOR A HEIGHT OF 34 INCHES. L_+IV2.TI ON:20.22' }{Tl l WINDO?4 HEAD HEIGHT V HT. 6'67r-- AZEK CORNER TRIM, O COLOR AS SELECTED BY OWNER. _ L!1 0 0 0 FA �L > � EX. FINISHED FIRST FLOORELEV —I LU HT 4AI'ION:11.53 REMOVE ALL EXISTING Ln O SIDING. PATCH WALLS AS O REQUIRED. EX. LOV4EST ADJACENT G2ADE -- _ _.. ,.,.. ._ ... _. .. ._ _ O 3: O HT:+O' OLv, c, v EX. BA_EMENT SLAB _..._.....__ ... ......._._........... _.. ...__......... .. . .... __....._.._._.. ..._ ._............ .. ELEVA HT:+O' REAR ELEVATION o � � m SCALE: 1/4" = I'-0" fp 4 . v O z LU ro d O p p [ARCHITECTS TODD O'CONNELL A R C HITE CT P.C. PROPOSED TOP OF RIDGE ELEVATION:3'7.59' HT.+30.1 ' TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 F(631) 650-6667 EX. TOP OF RIDGE 58-0325 ELEVATION:31.a8, � 5 6 6 -� HT:+24 56' DECORATIVE CUPOLA AS ----- SELECTED BY OWNER, TO BE INSTALLED PER MANUFACTURER'S WRITTEN WINDAV4 HEAD HEIGHT SPECIFICATIONS. ASPHALT 5HINGLE5 TO BE r, N T t SELECTED `r p OVER 30# BUILDING FELT o ' OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL 4x3 ALUMINUM GUTTER W/ ���?�x c., •' -" PATTERNS SUCH THAT A 3x4 ALUMINUM LEADER TO 4-INCH-DIAMETER SPHERE CANNOT ]LLBE SELECTED BY OWNER PA55 THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. -- ON I"X8" FASCIA BOARD EX. FINISHED SECOND FLOOR - VENTED SOFFIT ELEYA'1-ION:20.22' AZEK VENTED SOFFIT, HT:+12b' COLOR S SELECTED BY WINDOV4 HEAD HEIGHT A AZEK CORNER TRIM, Z COLOR AS SELECTED BY 11 11 � owNER. z to ❑ 6x6 ACG WOOD P05T WITH O Z DECORATIVE PERMAGA5T WRAP AS SELECTED BY EX. FINISHED FIRST FLOOR _._...... .... ___.___._ _._,.._..__._..._.,_ ._.. ......__....__.._ .- ____._._ ___.._. __. _._,.......__ __.. _ ..__._.__,. .._ _...._... ._. .. __.. _-.._.._.._.__.._.. _.. ,. OWNE.R o �j1z �Hqv _. .. , ___ .._..._._..._...... .. __...-._... w O FV OO ELEV66 �ON:11.53 F REMOVE ALL EXISTING Q �' 13 - a SIDING. PATCH WALLS AS o T �" �moQw REQUIRED. ,j o o w )- � w 'zi-- m LU EX. LO6^4EST ADJACENT GRADE U 19 V m z o k oZ � ELEv,4TION:"I.42 - _ ~�3 z v HT:+o' I I I I I q Lu w v EX. BASEMENT SLAB_0 ELEVATIONa-1-1, — — — — — — — — — — — — — — — — — — — — — — — — HT:+O' — — — — — — — UNOQ�woz F SIDE ELEVATION Luo SCALE: 1/4" = I'-O" N o Q o o Z w ww�owFT =F" ��QQ��noa�os Q V v V V [Q PROPOSED TOP OF RIDGE __ ... _. _... ._._... N ELEVATION:5-7.50' tu HT:+30.1"7' p t z O� O H W oQ �� w to zzi I z I z z ( ��J Z w; O w O I zOm O ~ I Q I �~ OpQ O O z AZEK BOARD AND BATTEN I Q J O zz p GABLE TRIM, COLOR AS d ( Q z z EX. TOP OF RIDGE SELECTED. ( __.. . _._ _ _.._. _ _.,.. __. ..._ _ .___.._ ..__ _..._ ._._. __ .. .. . ~ OU _._.._. . _.. ._.. .__...._. _. ._. _.... .._...... __ _... _ . _..._._.._ .,_. ,.... .. I __. _.�.__._.. ... � 3 v ELF-VATIO HT +24.56' :31.g8' 12 ------ Z Z z 8 AZEK FRIEZE BOARD, \ _ DECORATIVE CUPOLA AS COLOR AS SELECTED. � — --- SELECTED BY OWNER, TO u v u w z - BE INSTALLED PER I MANUFACTURER'S WRITTEN p N WINDOW HEAD HEIGHT d W.. SPECIFICATIONS I- HT. b8 m L) ASPHALT 5HINGLE5 TO BE 4 I Q 12 SELECTED SIDING FINISH, STYLE AND ! i 8 OVER 30# BUILDING FELT COLOR AS SELECTED BY = N - W OWNER. 4x3 ALUMINUM GUTTER W/ to 3x4 ALUMINUM LEADER TO CONGEALED ALUMINUM BE SELECTED BY OWNER - ON I"X8" FASCIA BOARD FLASHING. _ - VENTED SOFFIT EX. FINISHED SECOND FLOOR "" lu - ELEVATION:20.22' _ —_ AZEK VENTED SOFFIT, Z HT:+12.8' ' COLOR A5 SELECTED BY `J WINDOW HEAD HEIGHT OWNER '1 ' AZEK WINDOW AND DOOR ( — AZEK GARNER TRIM, — 1 ('� ('� COLOR A5 SELECTED BY — TRIM AS SELECTED BY \J '.�J �/ �Z/ I 1 Q �g 0 a a 0 U] 0 ' o a 0 0 0 0 OWNER. (� OWNER. _ LIGHTING FIXTURE STYLE, 1-1 a ! MATERIAL, AND COLOR AS I SELECTED BY OWNER. 6x6 AGO WOOD POST WITH I ^ DECORATIVE PERMAGAST E GARAGE DOOR STYLE 1--I WRAP AS SELECTED BY i AND COLOR AS SELECTED EX. FINISHED FIRST FLOOR OWNER ELEVATION:11.55' - ---_. .__ __. CONCRETENETFEPS KTH IN 5H AS _ ._ _._ _ _ _ _ .. _ _ _ ._.�_.._. . . _ -�-� _ _ 88 _ _ _ REM WNER. ^ �O I V/ 88 _ HT. 4.1 I' STONE ( OVE ALL EXISTING O A SELECTED. SIDING. PATCH WALLS AS i I UUUIUUU REWIRED. OL I j (0/ T-� EX. LOWEST ADJACENT GRADE _ _..._..._,.. _ _.._ _. . . . ... _.�___� _ ._. _ _ ,. .. _._._. _ _ _.____.. ,_ .___.__.._ _. _. ....___ . _ ._ .. . _ .._ _._.I...._ _ _. ._.._. ..__._ _. _ _ I._ I.. _. ,. .__... - _._ _ __� _ _ __M __ _ __ ___... _. _. I_ I._,_._. . _ ...... _. _, vn ELEVATION:-7.4:2' I i 1 I I I 11— IV HT:+O' I I I I , i I I z - - - - - - - - - - - - K II II r — J o EX BASEMENT SLAB ELEVATION:5Acl' LEVAT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r — FRO I ON — ° " o SCALE: 1/4" = 1'-O" O M z 4 m 4 0 v O z u.i � O p 1j) p I 5/4"A4" ML LVL RIDGE WITH CONTINUOUS RIDGE VENT PROPOSED TOP OF RIDGE EL ATION:5-7.5q' . ................ A R-C HYVEdT S' -TODD O'CONNELL I 'I ARCHITECT P.C. 2x5 C.T. a 16" O.C. PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF NY5 -RcIO5.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 LAO BOLTED TO THE LAYERS OF VNDERLAYMENT CEMENTED TOOETHER.OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM ROOF RAFTER-5 TODD O'CONNELL, AIA EAVES EDGE TO A MIN. Or 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LE55 THAN 45tI2 PITCH MUST ICE SHIELD (UPPER)� OF ATTIC) ENTIRE ROOF. ROOF 5:12 OR STEEPER REQUIRES MIN 5 FT. FROM EAVE EDGE R30 BATT INSULATION 1200 Veterans Memorial Highway 0. ASPHALT SHINOLE5 TO BE Suite 120 Hauppauge,NY 11788 EX. TOP OF RIDGE SELECTED ELEVATION:31.a8 C. OVER 50# BUILDING FELT P(631) 650-6666 HT:+24.56' 9 • PROVIDE ICE PROTECTION AS PER IF(631) 650-6667 RcIO5.2.71.11 WHICH C(516) 658-0325 CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT r1> Ea. CEMENTED TOGETHER OR A SELF-ADHERING POLYMER WINDOW HEAD HEIC7HTMODIFIED BITUMEN SHEET TO HT. -EXTEND A FROM EAVES INS TO A MIN. OF 24" IN51DE THE EXTERIOR WALL BEDROOM MA51ER LINE OF THE STRUCTURE OPEN GUARDS SHALL HAVE FLOOR:HARDNOOD BATHROOM 4x5 ALUMINUM CUTTER W/ BALUSTERS OR ORNAMENTAL DECK BEDROOM 1=1 WALLS: FAINTED FLOOR:TILE 5x4 ALUMINUM LEADER TO PATTERNS SUCH THAT A—- COMPOSITE DECKING FLOOR:HARDWOOD BE SELECTED BY OWNER 4-INCH-DIAMETER SPHERE WALLS: � TILE, iv, COLOR: AS SELECTED BY WALLS: PAINTED ON I"Xa" FASCIA BOARD CANNOT PA55 THROUGH ANYOWNER. FAINTED OPENING UP TO A HEIGHT OF PROVIDE I BATT K/ VENTED SOFFIT 54 INCHES. IN50LATIO c EX. FIN15H!-ro> SECOND FLOOR lic 1: In ic ELEVATION:20.22' HT:+12.5' WINDOW HEAD HEIGHT ------- (:2)I5/4"xcV4" ML LVL 117 HT. DROP -NEN EXTERIOR KALLS CONSTRUCTION (2)I5/4"xcV4" ML LVL + (1) 514"xq" STEEL -2X4 WOOD STUDS a 16" O.C. PROVIDE R-15 KRAFT FACED BATT t FLITCH PLATE I E INSULATION AND 1/2" INTERIOR GYP. UPTURN =: ROOM'z KITCHEN BD. (SEE SPECIFICATION AND NOTES) 5'-0" CLO. HT. 01-6. HT. BATH OUEST 11100M AND 1/2" EXTERIOR PLYWOOD z SHEATHING, AIR INFILTRATION ROOM BARRIER AND 51MINO AS SHOWN ON ELEVATIONS. PROVIDE Y2" RIGID Z)d) PROVIDE RZO BATT INSULATION BOARD BEHIND SIDING. z 7-INSULATION EX. FINISHED FIRST FLOOR %3 ELEVATION:11.55' HT;+4.11' 2" POURED CONCRETE RAT CRANL SLAB (5,500 PSI MIN) AND VAPOR BARRIER OVER 4" ACE DEEP COMPACTED GRAVEL. Trvmfflo 5F PROVIDE EXPAN51ON 10-T 90 R_Xmow w3:H EX. LOWEST ADJACENT ;P-ADF JOINTS AT WALL. cjo"HU6� ELEVATION:7.42' ca HT:+O' x �iQoLL} La Z LU 5" POURED CONCRETE OZ --low W 0 FOUNDATION WALL (5,500 P51 T LU 0 ............. ..... .._ w Q�3 Q�' �Uz o mz�o wo EX. BASEMENT SLAB .... ... .................... .......... ........... .......... ........... . ......... .......... ELEVATION:5ACT' lu _<w xV HT:+O' E E 20"x10" POURED CONCRETE FOOTING (5,500 PSI MIN) TO REST z ON UNDISTURBED VIRGIN 501L (5' qj"flNb �_< w DEEP MIN); W(2) #4 REBAR, 2"x4" D 11-43 w 13 ;Dz E:�0-7 o o -(3 KEYWAY ,OUTSIDE WALL WATERPROOFING MEMBRANE AND 2" RIGID INSULATION. %D U_ce C,w;5 tn U Now W�wI:op GROSS SECT ION A-A 50ALE: 1/4" P-0" PROPOSED TOP OF RIDGE ELEVATION:575cl' HT:+30.17' Z Z EX. TOP OF RIDGELU LU z EL 0 0 0 z HT:+24.56' z z 13 < < %3 z z z 11-- La LU LU z In -- WINDOW HEAD HEIGHT HT. 06'r__ ........................................... .......... .............. ........... ........................ ......... . ....... _0HT. ............................ ... 0 .. ................7.7 ...... ......... LU /—ALION= 2X6 SLEEPERS RIPPED o EX. FINISHED SECOND FLOOR M M v, M - - 4 PER FOOT. ELEVATION:20.22' ....... ................ . ....... HT:+12.b' Nh' WINDOW HEAD HEIGHT — - - - - - - - - - — — — — — 2XIO PO J015TO 1611 O.C. R50 BATT INSULATION I N-- PROVIDE (:2)1 5/4"X 'I Y4ML LVL AROUND THE DENS LU EXISTING PqALL5 TO PROVIDE !Yb" TYPE "X" ON WALLS, KITCHEN DEN. ACHIEVE NEW HE-1514T. AND CEILING OARAOE LU EX. FINISHED FIRST FLOOR5: ELEVATION:1135' =4_ HT:+4.11' INSTALL HEAT DETECTOR. N 4" POURED CONCRETE RAT SLAB AS PER 514.2.5 UA (5,500 P51 MIN) K/ bx(o W.W.M. AND V 1 < VAPOR BARRIER OVER 4" DEEP M 3: COMPACTED GRAVEL. PROVIDE OL EXPANSION JOINTS AT WALL. QA;; AWN ...... ...... F-LEV^TION:-7.42' 5" POURED CONCRETE FOUNDATION WALL (5A00 P51 EX. BASEMENT SLAB -MIN) ELEVATION:5.cict' HT:+O' 20"A0" POURED CONCRETE FOOTING (5,500 1=51 MIN) TO REST ON UNDISTURBED VIRGIN SOIL (5' DEEP MIN);K/(2) #4 REBAR, 2"x4" O N LU WATl'- KEY N E P TIOE3-5 Ci 9) cj z LU A c' y 0 z RI I SCALE: 1/4" = 1'-011 < < z LU O < < 0 HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A TUOR PPROVED EQUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BYRCHi�TECTS"" RAFTER TO PLATE CONNECTION BOTH SIDES WHEN U5P CONNECTORS MODEL No. TMU26,TMU210 TODD O'CONNELL DO NOT ALIGN WITH STUDS OR APPROVED EQUIVALENT AT EVERY ARCHITECT P.C. WALL STUDS 0 Ib" O.G. RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA SIMPSON STRONG-TIE CONNECTOR USP CONNECTORS MODEL No. 5T22 Suite 120 RAFTER ALIGN5 WITH STUD BY SIMPSON STRONG-TIE CONNECTORS HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway DL. # TO USED WHEN Ib 60. COIL STRAPPING MANUFACTURED OR APPROVED EQUIVALENT AT EVERY-, OF RAFTERS Hauppauge,NY 11788 • S — MODEL No. 0516 OR APPROVED EQUIVALENT RAFTER TO RIDGE CONNECTION WHEN RAFTERS ALIGN P(631) 650-6666 USE A MINIMUM OF TWO 8d C F 631516 650-6666 NAILS THIS SIDE WITH A / '°:; � TOTAL OF FOUR INTO RAFTE I ) 658-0325 I i I BOTTOM PLA RID ( ) RIM JOIST u\ ROOF RAFTS I �`I,\ ;rrStr�trr:it�� rlfT � ci. ir+r.'r•j'(IiIS�=,i,_r,r"x;I—ja ° DOUBLE TOP PLA 1 I I I I I t\ / STUD PLATE TIES MANUFACTURED BY SIMPSON � I\ / STRONG-TIE CONNECTORS MODEL No. R5P4E . ` OR APPROVED EQUIVALENT AT EVERY STUD \d �\ TO PLATE CONNECTION WHEN RAFTERS SUB FLOOR DO NOT FLOOR J015T ALIGN WITH STUD V STUDS a I6" O.G. tL\\ ry c_ vi ° I6 6a. COIL STRAPPING MANUFACTURED SCALE: 3/4" = I'-O" TWO 8d NAILS �� U1 INTO PLATES BY 51MP50N STRONG NE -TIE CONCTORS NOTE m MODEL No. 0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE 16HT 6d NAILS INSTALLED AS PER MANUFACTURES SPECIFICATIONS AND NY5 CODE N TO STUDS WALL STUDS ® I6" O.G. � O z cp� OOR )O STi� i� ''INC D T IL # z STi AFF I NO DETAIL HURRICANE TIES MANUFACTURED BY F- 5CALE: 5/4" = 1'-0" 51MP50N STRONG-TIE CONNECTORS MODEL _ J SCALE: 5/4" = 1'-0" No. H2.5 OR APPROVED EQUIVALENT AT EVERY Z IS)USE SIMPSON Z-MAX OR H RAFTER TO BEAM CONNECTION BOTH SIDES-\D6 CONNECTORS � z TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/ ACO LUMBER. � w��� G15" �v O WALL STUDS ® Ib" O. . I " MIN. EDGE PROVIDE HOLD DOWNS AT ALL CORNERS AND BOTH DIFFERENCE W° ' SIDES OF OPENINGS 6' a `"443-yW �vaioo OR GREATER IN WIDTH ROOF °o °��a o OF RAFTE Z w 0 LL m DOUBLE 2X STUD POST GAP MANUFACTURED BY SIMPSON 3 ~p movoz ro 0 W 5TRONG-TIE CONNECTORS MODEL No. 8052-5/6 O�u� 3 N T o P Y 4• OR APPROVED EQUIVALENT INSTALLED o J_2"-- No v BOTTOM PLA 5/5"4)x12" STEEL ANCHOR AS PER MANUFACTURES SPECIFICATIONS W v m Ld O 5IMP50N HDU5-5DS2. BOLTS AT 3'-0" O.G. MAX. � o�� o RIM JOIS MIN EMBEDMENT OF o F I o Q Q o tu BEA 0 9 W IN Z SEE PLAN o ig5�W-vnh ,ri ° z II ' d� DECORATIVE COLUMN COVER w-tuIN a V � NOTE: bxb COLU SUB FLOOR ALL 5TRAPPIN5 TO BE FLOOR JOIST INSTALLED AS PER MANUFACTURES n COLUMN BASzo TERMILL LATE SHIEL I ITE SPECIFICATIONS AND NYS GODS I I Q O j o 6 Ga. STRAP TIES MANUFACTURED Q FOUNDATION WALBY SIMPSON STRONG-TIE CONNECTORS ° a ►-F Q Q N O Q O S D L ODEL No. 0516 OR APPROVED EQUIVALENT. �. STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. E V II "x5"xY2" 5TL. BEARING PLATE MANUFACTURED r. BY 51MP50N 5TRON6-TIE CONNECTORS MODEL No. v v � V V V Y m LBP5v2 OR APPROVED EQUIVALENT 0 NGOfiz BOLT DT I L ' [CAL g/8'x12" HOOKED ANCHOR BOLT P. GONG. 5L A , - ® 3'-O" O.C. - W/"/" MIN. EMBEDMENT INTO CONCRETE 5/g" THREADED STEEL ROD - WITHIN 6-12" OF EACH END OF PLATE SOSIMPSON HDU5-5D52. COLUMN BASE MANUFACTURED BY tu zUNDTIQN 5TFFINV DETAIL DOUBLE 2X STU SIMPSON STRONG-TIE MODEL " No. 05066-SD52 INSTALLED ° O d SCALE: 5/4" = I'-O" AS PER MANUFACTURERS • 51MPSON HDU5-5D52. SPECIFICATIONS OR APPROVED w °n Ci WHEN NOT ALIGNED WITH RAFTER, EQUIVALENT ° O O z Q WRAP �CONNECT GIAL5N 67 520DGA COIL STRAS TO TOP P HOOKED ANCHOR BOLT Q Q O O SEE ROOF STRAPPING DETAIL MIN. 12 PENETRATION P. GONG. CHEEK WALL V VER TOP OF TOP PLATE $ NAIL < V v INTO FOUNDATION ROOF FRAMING 0 USE SIMPSON Z-MAX OR HDG CONNECTORS z v TO INCREASE CORROSION RE515TANCE Z Z W/ACO LUMBER.v FOR ALL HARDWARE CONNECTION PORCH STi AFF I NO DETAIL w , z N O O SCALE: 5/4" = I'-O" 0 0 W PROVIDE HOLD DOWNS AT N - CRIPPLE ALL CORNERS AND BOTH ° Q N NZ STUDS II SIDES OF OPENINGS 6' -f DOUBLE TOP PLATE I) OR GREATER IN WIDTH m p OUBLE 2X STUD N - .• N z FADER e -� -----SIMPSON HDU5-SD52.5 JACK STUD LU FULL LEN6TH II z II O FRAMED OPENING FOR NEW WALL STUDS Z UAt- I ---HOOKED ANCHOR BOLT WINDOW OR EXTERIOR DOOR ° MIN 12" PENETRATION — +�•-��— USE 5IMP50N Z-MAX OR HDO CONNECTORS INTO FOUNDATION (1 — TO INCREASE CORROSION RESISTANCE d ° .' FOR ALL HARDWARE IN CONNECTION f n W/ AGQ LUMBER. V I \ DETAIL A(2)5TRAFFINO ,�NG�OfiZ �T IT- TNOTE: OL UPLIFT CONNECTION 15 REQUIRED O O I AT EACH END OF THE HEADER AND AT NO UPLIFT GOI15 ARERS I ( I BOTTOM OF HEADER STUDS IN ADDITION , REQUIRED TIHIS AREA I I I TO CONNECTORS AT WALL STUDS AND v) O II AT TOP AND BOTTOM OF CRIPPLES. z ,•,• • I I I I I I I I .•.• �• �� 1 1 V 6 6a. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS tf MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREA5E CORROSION RE515TANCE w� tu STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION ° N cl) AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGO LUMBER. O N z UAL I FT CONNECTOR DETAIL mQ 0 ° °w SCALE: 5/4" = I'-O" O -1 x < U TABLE R602.10.4 BRAG I NO METHODS 3�f £ METHODS, MATERIAL MINIMUM THIGKE55 FIGURE CONNECTION CRITERIA FASTENERS SPACING .414 R C H 1 T E C ( 5" +—ARCH ODD O'CONNELL EXTERIOR SHEATHING PER b"EDGES 12"FIELD ITECT P.C. TABLE R602.3(3) Gs-wsP _ 3/6 CONTINUOUSLY 51-EATH60 _ CONTINUOU5LY 5HEATHF-D _ TODD O'C O N N E L L, A IA CONTINUOUSLY SHEATHED 1200 Veterans Memorial Highway WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER BRACED WALL LINE VARIES 8Y FASTENER — —BRACED WALL LINE TABLE R602.3(1) or R602.3(2) Suite 120 Hauppauge,NY 11788 LU C,5-6 b1` P(631) 650-6666 CONTINUOUSLY SHEATHED SEE METHOD GS-W5P SEE METHOD GS-MP F(631) 650-6667 IU WOOD STRUCTURAL PANEL /6" C(516) 658-0325 Z ADJACENT TO GAR,>GE OPENIN65 Q Wi+�Ttrf a�rj (r 1:fild -.°ia( (i :: T_ N RETURN HOLD Srrr ,�� t'rt3jrt� .rt iii N C5-PF „ D KN SEE SECTION 8602.10.6.4 SEE SECTION 8602.10.6.4 PANEL BRACED WALL PANEL AT END DEVICE BRACED WALL PANEL AT END GONTPIiAJOUA5LLYF55HH ATHED �6 OF BRACED WALL LINE OF BRACED WALL LINE Z ME END CONDITION I END CONDITION 2 v I Y�" long X 0.12 dia. \" (for j�" thick sheathing) ��I\ a y2" 01^ 25/3?" for I '/s" long X 0.12 dia. _CONTINUOUSLY SFEATH�D _ CONTINUOUSLY SHE-ATHI<D ' C,5-SFB „ (for i��" thick sheathing 5"EDCE5 6"FIELD RAGED WALL LINE RAGED WALL LINE <( CONTINUOUSLY SHEATHED maximum 16 Fgalvanized roofing nails or 8 common U STRUCTURAL FIBERBOARD g g I V Stud Spacing (2 Xi" long X 0.131"dlaJ nails 4��y�, O FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.5mm, I degree = 0.0175 rad, I pound per scuore foot=47.8 N/mZ, I mile per hour = 0.447 m/s. a. Adhesive attachment of wall sheathing Including Method GB, shall not be permitted in Seismic Design Categories G, Co, D and D2. b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall of the garage. In Seismic Design Categories Do, D , and D roof Coverin dead load shall not exceed 3 psf. I 2 9 as G. Garage openings adjacent to a Method CS-0 panel shall be provided with a header in accordance with Table 8602.5 (I). A full m height Clear opening shall not be permitted to a Method GS-G panel. RETURN d. Method 05-51`15 doers not apply In Seismic Design Categories Do, D1 , D2. PANEL « 1' C. Method applies to detached one and two-family dwellings W ellings In Seismic Design Categories Dothrough D2only. 48 MINIMUM BRACED ALL (V PANEL AT END OF BRACED 10, MAX FIRST BRACED 0 WALL LINE *5EE REQUIREMENTS WALL PANEL TABLE R602.105 END CONDITION 3 END CONDITION 4 H v MINIMUM LENGTH OF BRACED WALL PANELS _CONTINUOUSLY 5HEATH6`D REQUIREMENTS U1 A METHOD MINIMUM LEN6TH RAGED WALL LINE (INCHES) O GONTRIBUTIN6 ADJACENT /- CLEAR WALL HEIGHT LENGTH RETURN PANELS 24"FOR BRACED WALL LINES SHEATHED Z WITH WOOD STRUCTURAL PANELS OPENING HEI(SFfT INCHES) 32"FOR BRACED WALL LINES SHEATHED (INCHES) 9 FEET q FEET 10 FEET 11 FEET 12 FEET U GS-WSP <64 24 21 30 33 36 ACTUAL WITH STRUCTURAL FIBERBOARD DISTANCE 03 24"FOR BRACED WALL LINES SHEATHED m Q J w IL WITH WOOD STRUCTURAL PANELS p z ~ �O 32"FOR BRACED WALL LINES SHEATHED w T F U WITH 5TRUCTURAL FIBERBOARD aa O ' HOLD-DOWN 800 LE35 CAPACITY FASTENED To THE EDGE '�p TO 1110 J-� O ' DEVICE: OF THE BRACED WALL PANEL CLOSEST TO TABLE R602.3(5) SIZE, HEIGHT AND SPAG I NG OF WOOD STUDS Q THE FLOOR CORNER BT THE FOUNDATION OR Z z ELOK Q s LL�o m BEARING WALLS NON-BEARING WALLS HOLDno 3 DEVICE FIRST BRACED o p alpr�Q z W� W Q��VJZwI�ffZ WALL PANEL W w-a�-o o z W V MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN w m STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY END CONDITION 5 SUPPORTING TWO UNSUPPORTED UNSUPPORTED (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING �� o HEIGHT g (FEET) OR A HABITABLE ATTIC, A55EMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT v OUBLE 2X STUD m o o } ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INGHE5) HEIGHT 9 (INCHES) ea (FEET) ea (FEET) z IMPSON PHD5-5053 OUBLE 2X STUD o�a�3 N o ��o o a Q,nOwrT ')4 IMP50N PH05-5 Q W Q§qD X W'3 m II owv�a 1- 5/6" THREADED LUIL i­- m STEEL ROD z N II a:0LU W xo� z O z0 w --HOOKED ANCHOR BOLT ()<_ a-Q MIN 12" PENETRATION w w v w Q��w f 2X4 10 24� I6� -- 24 10 I6 IMPSON PHD5-5053 INTO FOUNDATION Q<►_-N'S o S D 2X6 10 24 24 16 1 24 F 20 24 AII USE THREAD ROD, FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.6mm HOLD DOWNS BETWEEN DRILL AND EPDXY IN T o. LISTED HEIGHT ARE. DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALL5 SHALL BE SHEATHED ON NOT LE55 THAN ONE PER TABLE 8602.10.5 EX. FOUNDATION V V SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED FLOORS AS REQUIRED AREAS WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R&O2.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. I , PANEL LENGTH , l 1 WHERE WALL LINE UP b. SHALL NOT BE USED IN EXTERIOR WALLS 1 I 1 1 1 USE CANTILEVER HOLD-DOWN G. A HABITABLEW ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE ALL STUDS SHALL BE INCREASED TO i i i i PROVIDE HOLD DOWNS AT 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. i i i i 1 WHEN DO NOT ALIGN ALL CORNERS AND BOTH I �1 SIDES OF OPENINGS 6' II ; FOR PANEL SPL I GE (I F OR GREATER IN WIDTH , NEEDED) ADJOINING PANEL W MIN.3/8" WOOD STRUCTURAL -------------- -----------------� 11----- -------- PANEL SHALL MEET OVER �► �''"i /� I / ! ,' SHEATHING ON ONE -------------- -- -------------------11-- ---- ------AND BE FASTENED TO p PANEL v FACE ii ii 1j" MIN. EDGE W W p ~ COMMON FRAMING PER R403.Ib DIFFERENCE °o' 0 0 Z 0 z ` o ii o ° o o ° o FOUNDATION ANCHORAGE SINGLE POUR Z Z O / r / ' ` T r RIM JOIST NAILED Q 4 H v z / o ° I I INSTALLATION " PORTION x v X � / LULU AX X ° o V v v z 5/6"OXI2" STEEL ANCHOR W W Z in Q Q - --- BOLTS AT 3'-0" O.G. MAX. o° -� -� O o —o----5— —a--- o 0 / / / / MIN EMBEDMENT OF 'T" V U V W Z J W / � ,' 0 0 0 0 0 0 'r�' ' J MIN. 2x4 FRAMING MIN. ° l , SD COMMON OR QALY. BOX CLEAR SPAN / llJ DOUBLE STUDS REQUIRED ° 1 NAILS m 6" O.G. AT PANEL SEE PLA - 17" MAX 0 N c\Y ,-PANEL LENGTH-' ,PANEL LENOTH4 , PANEL LENGTH J i EDGES FOR SINGLE STORY p '� W (2) HOLD-DOWN OR (2) �° ° °, AND 0 4 INCHES O.G. PANEL O Reo2.lo.s z STRAP-TYPE ANCHORS PER i EDGES FOR THE F I RST OF 2 ° BRACE WALL PANELS WITH CONTINUOUS SHEATHING QI °' a d OL TABLE 8602.10.6.1 (ONE EACH ° STORIES 4 ° ONE #4 Rbo2.lo.s.2 J SHOWN FOR CLARITY) STRAP- REBAR IN PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 45 -1TYPE ANCHORS SHALL BE o ; i STUD/POST UNDER HEARD AS °� a: ° c ' . I/Z M.. SHEAR GONE INCHES IN ACTUAL LENGTH < j REQUIRED K PERMITTED TO BE ATTACHED , C,0 ACTUAL LENGTH OF CONTRIBUTING LENGTH OF BRACED WALL PANEL (INGHE5) OVER THE WOOD STRUCTURAL \\ ° I SD COMMON OR GALV. BOX Simpson Strong-Tie BRACED WALL PANEL Ili ° \� (INCHES) 8- FOOT h1ALL HEIGHT Q- FOOT WALL HEIGHT PANEL 1 NAILS ® 12" O.G. AT USE SIMPSON Z-MAX OR HD6 CONNECTORS 5THD14RJ LU I 1 45 45 46 ° i INTERIOR SUPPORTS TO INCREASE CORROSION RESISTANCE LU 56 PANEL MUST BE ATTACHED TO I FOR ALL HARDWARE IN CONNECTION Z 36 242 6 N/A CONCRETE FOOTING OR ° ° W/ AGO LUMBER. CONCRETE FOUNDATION WALL DOUBLE 2X STU 0 Z LI 1— a - LINEAR INTERPOLATION SHALL BE PERMITTED CONTINUOUS OVER BRACED WALL 11 �� �� ly MIN. RE I NFORG I NO OF SIMPSON PHD5-5DS ~ l_I FORGES FOR METHOD ABN BRACED WALL — LINE FOUNDATION- ONE #4 REBAR Of 1 • — TOP AND BOTTOM. LAP THREADED ROD ANCHOR BOLT MINIMUM HOLD-DO �] \ 8,602.10,6.1 1_ WN PANELS HOLD-DOWN FORGE (POUNDS) a ! '1 0 11 ° ° 11 II.° ° BARS 15" MINIMUM MIN. 12" PENETRATION ? f1 SEISMIC DESIGN INTO FOUNDATION DRILL AND EPDXY INTO EX NAILED +—, LU (1 �' I I a II 11 II v / CATEGORY AND WIND HE16HT OF BRACE WALL PANEL ° i II ii it ° o PORTION _ SPEED SUPPORTING/STORIES 8 FEET Fq FEET 10 FEET II FEET 12 FEET a I .I II d ° 11• °I I n 5DC A,BAND G ONE STORY 1800 1,800 1,800 2,000 2,000 II I I 'I ' ULTIMATE :DESIGN WIND 41 I l a ' J-4�-1 �-- SPEED ( 140 MPH FIRST OF TWO STORIES 31000 31000 31000 3,300 3,600 11 n SDG AZ,,B LAND G 2 ONE STORY 1000 1,800 1,800 NP NP d ° d as MINIMUM FOOTING SIZE CLEAR SPAN Q ULTIMATE IDE516N WIND •• � ' SPEED < 140 MPH FIRST OF TWO 5TORIE5 3,000 5 — 3,000 NP NP UNDER OPENING I S 12"X 12". A a °. �- FOR 51: I INCH = 25.4 MM, I FOOT= 304.6 MM, I POUND = 4.45 N, I MILE PER HOUR = 0.44"i M/5 (2) y2 DIAMETER ANCHOR BOLTS TURNED-DOWN SLAB SHALL I) a 17 MAX° °. - --� :DNP = NOT PERMITTED LOCATED BETWEEN 6" AND 12" OF BE PERMITTED AT DOOR °. 1. ° a 0 Q EACH END OF THE SEGMENT OPENINGS a TABLE R602.1(I) z GIRDER SPANS AND HEADER ° ONE #4 M1w SPANSaFGR EXTERIOR BEARING REBAR IN ISM. SHEAR GONE WALLS a.SPANS ARE GSO GIVEN IN FEET AND INGHEN CENTER SHALL BE APPLIED WITH d a G Q PANEL 5TRENGTH AX15 PERPENDICULAR TO SUPPORT. 61REDAEDE RS SIZE 6ROUNJ SNOW LOAD(psf)c' b.NO. I OR BETTER GRADE LUMBER SHALL BE USED FOR SOUTHERN PINE. METHOD AE36— ALTERNATE BRA CEP WALL PANEL 30 OTHER TABULATED VALUES ASSUME W2 GRADE LUMBER SUPPORTING BUILDING WIDTH (FEET) c.BUILDING WIDTH IS MEASURED PERPENDICULAR TO THE RIDGE.FOR WIDTHS Simpson Strong-Tie D iY STHD 14RJ 20 28 36 BETWEEN THOSE SHOWN,SPANS ARE PERMITTED TO BE INTERPOLATED TABLE R602.10.6.1 FROM 2020 I .R.E3.G. o cv W d.NJ= NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END.WHERE THEM 5FANI N,1015PANI SPAN NUMBER OF JACK STUDS EQUALS ONE,THE HEADER PERMITTED TO BE STHDI4RJ e IO I-2x12 6'-11" I 5'-II" 2 5'-3" 2 SUPPORTED BY AN APPROVED FRAMING ANCHOR ATTACHED TO THE FULL Z ROOF AND 2-2x12 41'-q" 1 8'-5" 2 T-b" 2 HEIGHT WALL STUD TO HEADER CEILING 3-2x12 2'-2' 2 IO'-,' 2 41'-5" 2 E.USE psf GROUND SNOW LOAD FOR GASES IN WHICH HICH GROUND SNOW HOLD DONN FOR BRAGS MALLS DETAIL � m Q � LOAD 15 LE55 THAN 30 psf AND THE ROOF LIVE LOAD 15 EQUAL TO OR LESS O Z 4-2x12 14'-1" I 12'-2' 2 10'-11' 2 THAN 20 psf 2 V FOR 51: 1 Inch = 25.4 mm,I POUND PER 50.FT. = 0.4'141 kPa W SCALE: N.T.S. O � 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL GORE OF TdYS - TABLE 8602.3(1) TABLE 8802.11 RAFTER OR TRU55 UPLIFT CONNECTION FORGES TABLE R602.3(U ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED Ir FA5TENINO SCHEDULE abG.de.f.ah FASTENING 5GHEDULE CONTINUED TABLE 8301.7 FOR ALL WINDOWS AS PER FROM WIND (ASD) (POUND5 PER CONNECTION) ' NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER apc SPACING AND LOCATION EXPOSURE B ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abc STRUCTURAL MEMBER ALLOWABLE 2020 RESIDENTIAL CODE OF NYS SECTION 8312.2 EDGE5h INTERMEDIATEae DEFLECTION A R c Nyi„T E c T s ROOF ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) (1�NCHESj - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE 4-ad Box(2 j"x0.113")OR RAFTER OR ROOF SPAN RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 TODD I T E C T EC. BLOCKING BETWEEN GEILIN6 J015T5 OR RAFTERS 3-ad COMMON(292"X0.131");OR 130 mph 140 mph WOOD STRUCTURAL PANELS, BLE R 0 ROOF AND INTERIOR WALL SHEATHING TE FRAMING AND PARTICLE E30ARD WALL WITH NO FINISHED CEILING ATTACHED TO WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE / ARCHITECT P.C. 1 TOE NAIL TRUSS SPACING (FEET) SHEATHING TO FRAMING[SEE TABLE 8602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL 5HEATHING TO WALL FRAMING] "i� %'" TO TOP PLATE 3-10d BOX(2)5"x0.1289;OR ROOF PITCH ROOF PITCH RAFTERS FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE 3-3"X0.131"NAILS bd COMMON(2"XO.113")NAIL(SUSFLOOR,WALU T <5:12 >5:12 <5:12 >5:12 3O /°"- " ad COMMON(2 Y2"X0.131")NAIL(ROOF) 6 12f INTERIOR WALLS AND PARTITIONS H/180 - SURFACE BELOW THE EXTERIOR OF THE BUILDING TODD O'CONNELL, AIA 4-8d BOX(2 �"x0.113")OR 12 95 - 88 . 122 113 f FLOORS L/360 -THE OPERABLE WINDOW SHALL COMPLY WITH: 2 GEILIN6 JOISTS TO TOP PLATE 3-5d COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL 18 122 / / 112 151 146 31 i2'- I ad COMMON NAIL(2 Y2"X0.131") 6 12 OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW 1200 Veterans Memorial Highway 3-I0d BOX(292"X0.126'7;OR - CEILING WITH BRITTLE FINI5HE5 (INCLUDING L/360 OPENING CONTROL DEVICES THAT COMPLY WITH SEG. R312.2.2 Suite 120 3-3"X0.131" NAILS 24 14c1 131 1112 118 IOd COMMON(3"X0.148")NAIL;OR 6 12 PLASTER AND STUCCO) Hauppauge,NY 11788 28 161 153' 7 216 200 32 1 Ya" - I Y4" 8d (2 Y2"X0.131") DEFORMED NAIL 32 185 110/ 240 222 CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d E30X(3"X0.113")OR OTHER WALL SHEATHING P(631) 650-6666 3 LAPS OVER PARTITIONS(see Sections Ra02.3.1,8802.3.2 3-16d COMMON(314"X0.162");OR 36 203 /186 264 244 I GALVANIZED ROOFING NAIL, 6 HEAD GYPSUM BOARD) ASTM 1`2010 4-3"X0.131" NAILS FACE NAIL 42 230 / .211 300 216 33 I Y2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib o 3 6 F(631) 650-6667 and Table 8802.5.1 (41)] - SHEATHING g " ALL OTHER STRUCTURAL MEMBERS L/240 THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE 48 258 256 336 311 11'" LONG C(516) 658-0325 1 4 GALVANIZED ROOFING NAIL, 6' HEAD a CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN SHALL NOT GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER 12 126 111 i 162 150 34 25/5Z'STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I" GROWN STAPLE Ib ga., 3 6 EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360 TABLE R802.s.1(q) 18 162 14,1 20g Igo SHEATHINGSTUCCO FIN15HE5 REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO q (HEEL JOINT), FACE MAIL ` I Y4"LONG r t�6�btr"i:f;f;: ,>s ifn('.$�,f rj iia i [see Sections R502.3.1 ,R802.3.2 and Table R802S.I (q)] 24 198 -k8: 255 231 115°GALVANIZED ROOFING NAIL;STAPLE LESS THAN THE AREA REQUIRED BY SECTION R310.2.1 �� ' 28 222 203 / 281 266 35 92"GYPSUM SHEATHINGd GALVANIZED,I Y2" LONG;I Ya"SCREWS, 7 7 EXTERIOR WALLS - WIND LOAD5a WITH OTHER H/240 4-IOd BOX(3"x0.126)oR I6' O.G. TYPE W OR 5 BRITTLE FINISHES 32 246 226 ' 319 295 COLLAR OLLAR TIE TO RAFTER.,FACE NAIL OR I Y4"X 2Uga. 3-I0d COMMON(3 Y2 X0.148");OR 36 210 241 351 325 s d 1 s/4"GALVANIZED ROOFING MAIL;STAPLE 2020 RESIDENTIAL GODS OF NYS SECTION 8305.1 RIDGE STRAP TO RAFTER 4-3"X0.131" NAILS FACE MAIL EACH RAFTER 36 /e GYPSUM SHEATHING GALVANIZED,1 s/6"SCREWS,TYPE W OR 5 '7 EXTERIOR WALLS - WIND LOADSO WITH FLEXIBLE H/120d _ 42 306 _ 281 30hi 310 FINISHES. - 48545 314 / 441 414 WOOD 5TRU5TRUAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING �r MINIMUM HEIGHT- CEILING- HABITABLE SPACE HALLWAYS AND 3-I6d BOX NAILS(3�"X0.135")OR 2 TOE NAILS ON ONE SIDE 6d DEFORMED(2"X0.120")NAIL;OR e ' �j�, `• 3-Iod COMMON NAILS(3"X0.148");OR AND I TOE NAIL ON OPPOSITE EXPOSURE G 51 5/4"AND LESS 6 12 LINTELS SUPPORTING MASONRY VENEER WALLS L/600 PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A 411, ad COMMON(2 Y2"X0.131")NAIL 6 RAFTER OR ROOF TRUSS TO PLATE SIDE OF EACH RAFTER OR 41 1, x' -- k 4-IOd BOX(3"x0128');oR NOTE: L=SPAN LENGTH H=SPAN HEIGHT CEILING HEIGHT OF NOT LESS THAN "1 FEET. BATHROOMS TOILET 4-3"X0.131'NAILS TSS I ULTIMATE DESIGN WIND SPEED Vult (mph) ad COMMON(2"X0.131")NAIL;OR i� p 36 Ye"- 1. ad DEFORMED(2 Y2"x0120")NAIL 6 12 a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT RAFTER OR ROOF SPAN 130 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN LE55 THAN 6 FEET 8 INCHES 4-Ibd(3�"X0.135")OR P P TRUSS 5PAGIN6 (FEET) Iod COMMON(3"Xo.14a") NAIL;OR ' 3-IOd COMMON(3°x0.145");OR 341 1 Ye"- 1 Y4" b 12 AS 0.1 TIMES THE COMPONENT AND CLADDING (ASD) LOADS EXCEPTION: TOE NAIL ROOF PITCH ROOF PITCH ed DEFORMED(215"X0.120")NAIL 4-Iod E30X(3"x0.125');OR OBTAINED FROM THE TABLE R301.2(2). I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR 4-3"X0.131" NAILS <5:12 >5:12 <5:12 >5:12 FOR 51: 1 Inch - 25.4 mm, I foot ■ 304.8 mm, I MILE PER HOUR - 0.441 m/s;I ksi - 6,5415 MPa 7 ROOF RAFTERS TO RIDcSE,VALLEY OR HIP RAFTERS OR b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWIGS AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-I6d BOX(3�"X0.135") OR 12 161 A51" 198 186 THE LENGTH OF THE CANTILEVER. a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE 2-I6d COMMON(314"X0.162'7;OR TOE NAIL 18 208 - 195 251 242 G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN a,> CONNECTIONS SHALL HAVE MINIMUM AVERAGE BEIdDIN6 YIELD STRENGTHS AS SHOWN: 80 K51 FOR SHANK DIAMETER OF O.Ig2 INCH(20d REQUIRED FLOOR AREA SHALL HAVE A GEILIN6 HEIGHT OF NOT 3-Iod BOX(3"X0.128");OR 24 256 i 2311: 311 298 COMMON NAIL),410 K5I FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.171 INCH,AND 100 K51 FOR SHANK ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO 3-3"x°.131"NAILS LESS THAN 7 FEET 28 289 � 268 358 335 DIAMETERS of 0.142 INCH OP,LESS. GONERS NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS WALL 12 O.G. 32 321 2qq 398 313 b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER GROWN WIDTH. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF 2• THE GEILIN6 HEIGHT ABOVE BATHROOM AND TOILET ROOM I6d COMMON(3Y2"X0.162') 24"O.G.FAGS NAIL 36 353 329 438 4.11 c•NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL 5UP1ORT5 WHERE SPANS ARE 48 INCHES OR GREATER. GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF m d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY g-F007 PANELS SHALL BE APPLIED VERTICALLY. a STUD TO STUD MOT AT 13RACED WALL PANELS) 42 402 315 41111 468 0.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.3(2). L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE BEING USED FOR ITS INTENDED PURPOSE IOd(3"X")NAIL;OR 16"O.G.FACE NAIL 48 450 %`426 ," 560 524 f.WHERE THE ULTIMATE DESI6N WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHIN6 WOOD STRUCTURAL PANEL ROOF SHEATHING TO 3°x0.131")NAILS LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. 12 214 201 263 241 6A5LE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DEVON WIND SPEED 15 GREATER THAN 130 MPH, FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (V 16d BOX(3 Y2"X0.135");OR 18 211 ?.511 34.2 322 NAILS FOR ATTACHING PANEL ROOF 5HEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 48 INCH STUD TO STUD AND ABUTTING STUDS AT INTERSECTIN6 WALL 12"O.G.FACE NAIL -�-- DISTANCE FROM RIDGES,EAVES AND CABLE END WALL5;AND 4 INCHES ON CENTER TO CABLE END WALL FRAMING. 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD " q 3"X0.131"NAILS 24 340 318 422 3416 GYPSUM 5HE:ATHING SHALL CONFORM TO A5TM G 13416 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING CORNERS(AT BRACED WALL PANELS) g• DEFLECTION SHALL NOT EXCEED L/120. Z # Ibd COMMON(3 Y2"X0.162') 16"O.G.FACE MAIL 28 384 :556 416 446 SHALL CONFORM TO A57H G 20a. I6 O.G. 32 427 .T' ,& 5241 4416 h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM d v I6d COMMON(314"X0.162'7 16"O.G.EACH EDGE FACE NAIL 5LOGKIN6 AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE F-BUILT-UP HEADER(2" TO 2" HEADER WITH Y2"SPACER) 36 4641 4 58 583 541 DEFLECTION OF H/180. -1 10 SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGE5 PERPENDICULAR TO j I6d BOX(314"X0.135') 12"O.G.EACH EDGE FACE NAIL 42 535 499 664 622 THE FRAMING MEMBER-5 NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE C. REFER TO SECTION 8703.8.2. 48 51[11 559 145 6111 SUPPORTED BY FRAMIN6 MEMBERS OR SOLID BLOCKING. 5-8d BOX(2 Y2"X0.113");OR I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 J015T IN ACCORDANCE WITH THI5 SCHEDULE,PROVIDE TWO TOE NAILS O 11 CONTINUOUS HEADER TG'STUD 4-8d COMMON(2 Y2"X0.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON 4-I0d BOX(3"X0.128" FOR 51: I INCH = 25.4 mm, I FOOT = 304.Smm, I MILE PER HOUR= 0.441 m/s, THE OPP051TE 51DE of THE RATER SHALL NOT BE REQUIRED. R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN O Z I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.11 N/m , I plf 14.6 N/m Ibd COMMON(3 Y2"X0.162") 16"O.G.FAGS NAIL WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE 12 TOP PLATE To TOP PLATE Iod BOX(3"X0.126");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E IcTg6 AND ASTM E 1886 AS m -7 3"X0.131")NAILS 12"O.G.FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT TABLE 1: MINIMUM INSULATION THICKNESS FOR GIRGULATING HOT WATER PIPES w z w MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR ° w o �-q v v CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE INSULATION THICKNESS IN INCHES BY PIPE SIZES �w MAO 0 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING O 8-I6d COMMON(3 J"x0.162");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE �, DOUBLE TOP PLATE SPLICE FOR SDG's A-D WITH SEISMIC 12-I6d BOX(3Y2"x0.135'7;OR ADJUSTMENT GOEFFIGIENTS IN TABLE R30L2(3) SHALL NOT BE USED TO MULTIPLY THE HEATED WATER NON-GIRSULATINO RUNOUTS CIRCULATING MAINS AND RUNOUT5 STANDARD OR AN51/DA5MA 115. (SEE TABLE BELOW) 2 12-IOd BOX(3"X0.126');OR FACE NAIL ON EACH 51DE OF „ „ „ „ , O BRACED WALL LINE SPAGIN6<25' TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF TEMPERATURE (F) UP TO UP TO 1.25 1.5 TO 2.0" OVER 2 EXCEPTION: o Q }- 12-3"X0.131" NAILS END JOINT(MINIMUM 24"LAP SPLICE LENGTH EACH 51ME OF HEIGHTS. 110-180 0.5 1.0 1.5 2.0 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 3(6 INCH AND A z�v�z 0�,°L N 13 END JOINT) b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. MJunoz F 9 t N Q DOUBLE TOP PLATE SPLICE SDG's D ,D,OR D ;AND 12-I6d(3 Y2"X0.135'7 ASSEMBLY DEAD LOAD OF 15 P5F. 140-160 0.5 0.5 1.0 1.5 m UJ BRACED WALL LINE 5PAGING>25' ° 1 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THETHE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF 100-130 0.5 0.5 0.5 I.O jj OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE p T-v w N 0 I6d COMMON(3 Y2"X0.162") I6'O.G.FACE NAIL OVERHANG OF 24 1NGHES. z° 3 z W 0 PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED a w- o o w o d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO w 3 Q v p,o i= T O 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND Jolsr OR MULTIPLIED BY 0.15 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING w TZ F E- 5" E30X(SAILS 13s");OR RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH BLOCKING MOT AT BRACED WALL PANELS) 12"O.G.FAGS NAIL TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES 3"X0.131") NAILS CORNERS. e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT Q $w N o o a 3-Ibd BOX(3 Ys"X0.13s");OR 3 EACH 16"O.G.FACE NAIL UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE -wi w E Z '�'O 9�o m 15 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(392"X0.162");OR 2 EACH I6"O.G.FACE NAIL PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR z �'> ,�„`'Q � 0 BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH 16"O.G.FACE NAIL REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED o o FORGES. TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE Q a o�O' r z�v�' 4-6d E30X(2 °x0.113°);ORDESIGN WIND SPEED, IS 180 MPH OR LESS. 3 f, FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT HEATING SYSTEMS 3-Ibd BOX(3 Y2"X0.135");OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 If FOR EACH FULL 4-10 COMMON(2)4"X°.131");OR TOENAIL p LOW PRESSURE/TEMPERATURE 201-250 I.O I.5 1.5 2.0 TABLE RSO1.2.1.2: NIND50RNE DEBRIS PROTECTION FASTENING 4-1oa Box(3°x0.126°);OR WALL ABOVE. m I-W I- w N u, 16 TOP OR BOTTOM PLATE TO STUD 4-3"X 0.131 NAILS g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 SCHEDULE FOR WOOD STRUCTURAL PANELS �W p u- m j-�o } 3-I6d BOX(3�"x0.135");OR SHALL BE PERMITTED. STEAM CONDENSATE � n N a Q J O lu o z m FASTENER 5PAGING W N z o 2-I6d COMMON(3 92"x0.162");OR END NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPAGIN6 SHALL BE PERMITTED x v w a x o F Z (FEED WATER) ANY 1.0 1.0 1.5 2.0 o v w 3-I0d BOX(3"x0.128'7;OR TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. FASTENER TYPE 4 FOOT 6 FOOT cl<x i-K a 3-3"x0.131" NAILS COOLING SYSTEMS o Q= t Q w PANEL SPAN < PANEL SPAN < PANEL SPAN w w�o w Q`��w� 3-lod BOX(3"X0.128");OR CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 <4 FOOT <_6 FOOT <_8 FOOT Q Q N o o PQ 3 Q 17 TOP PLATES,LAPS AT CORNER5 AND INTERSECTIONS 2-16d COMMON(392"X0.162');OR 3-3"X0.131" NAILS FACE NAIL AND BRINE 120-200 0.5 1.0 1.0 1.5 NO. 8 WOOD SCREW BASED ANCHOR WITH 2 16 10 80 v 3-8d BOX(2 "x0113"); 31 INCH EMBEDMENT LENGTH 2-5d COMMON(2 Y2"X0.131");OR 18 I"BRACE TO EACH STDG AND PLATE 2-Iod BOX(3"X0.128");OR FACE NAIL 2 STAPLES I /a" NO. 10 WOOD SCREW 3-5d COMMON 2 x01,3' ;OR BASED ANCHOR WITH 2 16 12 q 2-8d (2 Y2"X0.131");OR i1[ I"X 6"5HEATHIN0 TO EACH BEARING 2-10d BOX(3"X0.125');OR FACE NAIL INCH EMBEDMENT LENGTH 2 STAPLES,I"GROWN, Ibgo.,l s/4"LONG 3-5d BOX(2 "X0.113'7;OR 3-8d COMMON(2 92"X0.131");OR Y4 INCH LAG SCREW 3-Iod BOX(3"x0.12519;OR BASED ANCHOR WITH 2 16 16 16 11-�- 3 STAPLES, 1"GROWN,16gaj s/4"LONG INCH EMBEDMENT LENGTH z 20 I"X 8"AND WIDER 5HEATHIN0 TO EACH BEARING WIDER THAN I"X 5" FACE NAIL j 4-ed BOX(2 }"X0.113");OR 3-Bd COMMON(2)2"X0.131');OR a. THIS TABLE IS BASED ON 180 MPH ULTIMATE O 3-I0d BOX(3"x0.125');OR ' DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF to tin Q F- 4 STAPLES,I"GROWN,Ibgo.,l /4'LONG HEIGHT. LU� 11-11 Z FLOOR 4-8d BOX(2�"xo.113");OR b. FASTENERS SHALL BE INSTALLED AT OPPOSING 4 ZQ O 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2 Y2"X0.131');OR ENDS OF THE WOOD STRUCTURAL PANEL. 0 3-Iod BOX(3"x0.125");OR TOE NAIL FASTENERS SHALL BE LOCATED NOT LESS THAN ad Bx0131"NAILS v v Z 8d OM(2 "x01INCH FROM THE EDGE OF THE PANEL.13") 4" O.G.TOE NAIL G. ANCHORS SHALL PENETRATE THROUGH THE W w z 1f 22 RIM JOIST,BAND JOIST OR BLOGKIN6 TO SILL OR TOP ad COMMON(2 Y2");O 1"9;OR EXTERIOR WALL COVERING WITH AN EMBEDMENT o PLATE(ROOF APPLICATIONS AL50) IOd BOX(3"X0.128");OR 6"O.G.TOE NAIL 3"X0.131"NAILS V V O [I 7- 3-8d BOX 2 "X0.113' ;OR LENGTH OF NOT LESS THAN 2 INCHES INTO THE 2-Sd COMMON(2Y2"x0.1319;OR BUILDING FRAME. FASTENERS SHALL BE LOCATED 23 I"X 6"SUBFLOOR OR LE:55 T°EACH J015T 3-Iod BOX(3"X0.12517;OR a FACE NAIL NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE O N _ N 2 STAPLES, I"GROWN, I6go.,l /4"LONG (y In 2"5UBFLOOR TO JOIST OR GIRDER CONCRETE BLOCK OR CONCRETE. N 9,1Q 2 d. PANELS ATTACHED TO MASONRY OR 3-I6d BOX(3 'X0.135");OR O '4 2-I6d COMMON(3 Y2"X0.162") BLIND AND FAGS NAIL 3-I6d 13OX(3 Y2'X0.135");OR MASONRY/5TU000 SHALL BE ATTACHED U51 NG - 25 2"PLANKS(PLANK 8 BEAM-FLOOR a ROOF) 2-I6d COMMON(315"X0.162") AT EACH BEARING,FACE NAIL VIBRATION-RE515TANT ANCHORS HAVING AN 3-I6d COMMON( ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS N _ > 4-10 E30X(3"X0.1128");OR"X0162") THAN 1,500 POUNDS. IK 26 BAND OR RIM J015T TO JOIST 4-3"X0.131"NAILS;OR END NAIL 4-3"X 149a.STAPLES,a"GROWN LAYER- NAIL EACH AS POLL51^15: 2020 RESIDENTIAL CODE OF NYS SECTION R308- GLAZING 20d COMMON(4"Xo.1g2");OR 32"O.G.AT TOP AND BOTTOM - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN AND 5TA56ERED Iod BOX(3"Xo.I2a");OR 24"O.G.FACE NAIL AT TOP HAZARDOUS LOCATIONS AS DEFINED IN SECTION R30&A SHALL BE PROVIDED WITH A 21 BUILT-UP 61RDER5 AND BEAMS,2-INCH LUMBER'_AYERS 3°x0.131"NAILS AND BOTTOM STAGGERED ON MANUFACTURE'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING THE AND: OPPOSITE SIDES TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE LU 2-2od COMMON(4"XO.1g2");OR FACE NAIL AT ENDS AND IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, 3-10d BOX(3"X0.128'7;OR AT EACH SPLICE CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A TYPE THAT ONCE APPLIED CANNOT BE 'I '- 3-3"x0.131"NAILS REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE O 7 LU I- 4-I6d BOX 0 j"X 1 ;08 , \ - 28 LEDGER 57•RIP SUPPORTING Jo15T5 OR RAFTERS 3-I6d COMMON(3)4""X0XO.162");OR AT EACH JOIST OR RAFTER, MANUFACTURES DESIGNATION 4-10d E30X(3"X0.125'7;OR FACE NAIL R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH - 4-3"X0.131 NAILS 8308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF 2q BRIDGING TO J015T 2 Iod(311X0.12611) EACH END,TOE NAIL GLAZING (� �-- R308.4.1- GLAZING IN DOOR- OLAZINO IN FIXED AND OPERABLE PANEL OF SWINGING, SLIDING `�. _^ Z AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION v ,LU 2020 RESIDENTIAL CODE OF NYS R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR lu- OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING- 1�] TABLE R&02.3(3) - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR WOOD PANEL WALL SHEATHING FASTENINO 50HEDULE abc -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED LU MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE DES16N WIND POSITION AND WITHIN 24" OF THE HINGED 51DE OF AN IN-SWING DOOR V/ STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT(MPH) 8308.4.3- GLAZING IN WINDOW O PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY s1zE - (INCHES) RATING (INCHES O.G) (INCHES 0.0) B G D EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q 5Q.FT. OL -BOTTOM EDGE OF GLAZING I5 LESS THAN IS" ABOVE THE FLOOR bd COMMON 1.5 24/0 3/6 I6 6 12 140 115 110 „ O O (2.o"x0.113") - TOP EDGE OF GLAZING IS MORE THAN 36 ABOVE FLOOR AND 8d COMMON I6 6 12 170 140 135 1.75 24/16 7/16 ONE OR MORE WALKING SURFACES ARE WITHIN 56", MEASURED HORIZONTALLY AND IN A STRAIGHT 24 6 12 140 115 110 FOR 51, I inch = 25.4 mm, I MILE PER HOUR = 0.447 m/s LINE OF GLAZING 308.4.4- GLAZING IN GUARDS AND RAILINGS OL � O a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD 5HEATHIN0 WITH STUD SPAGIN6 MORE THAN 16" Z ON CENTER SHALL BE APPLIED WITH PANEL 5TRENOTH AXI5 PERPENDICULAR TO SUPPORT. 8308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED l 1 b.TABLE BASED ON WIND PRF-55URE5 ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. EDGE OF GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR v §LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 8602.10. WALKING SURFACE G.WOOD STRUCTURAL PANELS WITH SPAN RATINI05 OF WALL-I6 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 (] SPAN RATING. PLYWOOD 51DIN6 RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. - R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING WHERE THE BOTTOM EXP05ED WALL-I6 AND PLYWOOD SIDING 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16"ON CENTER. EDGE OF THE OLAZING 15 LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS O ry W w -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE WALKING SURFACE R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING O Z - WHERE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARE 4 tO LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING v O Z SEE FLOOR FLAN FOR MORE INFORMATION ov o0gib CONTINUOUS BEAD —OF SEALANTA R C H t T E C`C 5" TODD O'CONNELL MANUFACTURED THIN-PROFILE ARCH ITECT P.C.VENTED AIR SPACE �EXI5TING ATTIC VENTILATION BAFFLE FLOOR A55EMBLY (FULL WIDTHATTIC INSULAITON TODD O'CONNELL, AIA -'-�)�" R1010 INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway ONTINUOUS MINIMAL PTIONAL Suite 120 EXPANDING FOAM AT CAVITY INSULATION E�EVAnoN COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 WINDOW PERIMETER ANDING FOAM AROUND L A CONTINUOUS AIR BARRIER SHALL BE INSTALLED P(631) 650-6666 SECTION THE PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE _ OUT RIC71D INSULATION NTINUOU5 BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631) 650-6667 OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516) 658-0325 AS AI G GYPSUM BOARD '' �� " RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE 5 R BARRIER EXISTING BAND JOIST INSULATION SEALED ,rrSrtrt i "l�J,, �ai4i RETROFIT WITH I I/2'RI61D INSULATION XTERIOR INSULATED fsx .rl „ NTINUOUS BEAD WALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT r O INDOW UNIT AS F SEALANT a-00300 5cale,3/4" = I'-0" AIR BARRIER ONTINUOUS BEAD CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT 5AP5 IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER -, - ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE \ CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES Q��' EXPANDING FOAM AT ONTINUOUS MINIMAL 5-01004 5oale,3/4" - 1'-0" SHALL BE SEALED `� WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER GAVITIE5 WITHIN CORNERS AND HEADERS OF FRAME ? c. _:' � ,'r•'' THE JUNCTION OF FOUNDATION AND SILL PLATE TO r BE SEALED. WALL5 SHALL BE INSULATED BY COMPLETELY FILING THE CONTINUOUS BEAD " 6YP5UM BOARD ANUFACTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE ; ++� o F SEALANT X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-3 PER INCH MINIMUM ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED / f, ONTINUOU5 BEAD EILING JOISTS KNEE WALLS SHALL BE SEALED WALL5 SHALL BE INSTALLED IN SUBSTANTIAL CONTACT OF ADHESIVE AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER - ONTIN000S BEAD INDOW UNIT AS OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS �U ATED EXTERIOR THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING, AND 5KYLIGHTS AND FRAMING SHALL BE CONTINUOUS MINIMAL XTERIOR WALL SEALED EXPANDING FOAM AT 5HEATHIN6 m WINDOW PERIMETER XPANDING FOAM SEALANT tAT PERIMETER 1� 2-STUD CORNER WITH 1x4 BACKER ONTINUOU5 BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM J015T SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z # 4r------OF SEALANT 5-00006 5cola,3/4• = I'-0" TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE GE55ED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES $ THE AIR BARRIER SHALL BE INSTALLED AT ANY Q v OF 5U5FLOOR DECKING, OR FLOOR FRAMING CAVITY NTINUOU5 BEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION J ONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH OF SEALANT OFADHESIVE THE TOP SIDE OF SHEATHING, OR GONTINUOU5 INSULATION N ONTINUOUS BEAD AIR 5MIN5 AT FMCE55M L16HT1N6 IN ATTIC, O ONTINUOUS SILL SEALER OF 5EALANT INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL V Z -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 5.02041 Scala, 3/4" . 1'-0" PERIMETER FLOOR FRAMING MEMBERS OF ADHE51VE OUNDATION WALL NTINUOU5 BEAD CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, a A5 AIR BARRIER OF SEALANT BE COVERED WITH A CLA55 I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE m o w O ONGRETE SLAB AS WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS z snV w w to U �O F AIR BARRIER DUCT SHAFTS UTILITY PENETRATIONS AND FLUE Q F m R i fi l v~ SHAFTS / w 6_= w v FLOOR ASSEMBLY LOCKING A5 REQUIRED PENETRATIONS SHAFTS OPENING TO EXTERIOR OR �O O m 10 t� o `, UNCONDITIONED SPACE TO BE SEALED m F s w w YP50M BOARD BOX BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR z z O�z o�o�o m CONTINUOUS BEAD ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT v T�~i U_�m� 17 F SEALANT OF SEALANT N O R O z o W ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE m p p ' o F v CAVITY SPACE Nz v NTINUOUS BEAD FCEILING JOIST w -0 0 w p W0 OF SEALANT GARAGE SEPARATION AIR CE BETWEEN GARAGE AND CONDITIONEDSPA }Q F o m F u� _ NT ~ ERIOR GYMSUM O w z Q w O o WALLBOARD AS BARRIER RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHTINGBUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED <v w F o o J,o)- CONGEPTUAL AIR SEAL I NO STRATEOY // GONGEPTUAL AIR SEAL I NO 5TRATEO Y // CONCEPTUAL AIR SEALING STRATEGY TO THE DRYWALL AIR TIGHT AND IG RATED 9 91u(,Z�O 9<0 M LOWER NALL 5EGTI ON UPPER NALL 5EGT1 ON AT UPPER FLOOR BAND JOIST ° � _��m 0 w BATT INSULATION SHALL BE OUT NEATLY TO FIT }wu PLUMBING AND WIRING AROUND WIRING AND PLUMBING IN EXTERIOR v`� w N F O wi 5-02011 5cale,3/4" = I'-0" U N � NOME FOAM SEALANT WALL5, OR INSULATION THAT ON INSTALLATION W w-w w vd Q v 5-02002 5ca l e:5/4" = I -O 5-02005 5Ga le:5/4 = I I-O L�XPA T PERIMETER READILY CONFORMS TO AVAILABLE SPACE SHALL lj)p j �'p PS2 S NTINUOUS BEAD OF a s T w E u� EXTEND BEHIND PIPING AND WIRING w F oro w SEALANT o m p�z,v V�p }- RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALL5 �_ Q o z M " GYPSUM BOARD 5HOWER/TUB ON EXTERIOR WALL EXTERIOR WALL5 ADJACENT TO SHOWERS AND z i� } GE55ED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL x o w a o° Z INSTALL I" RIGID INSULATION 2) LAYERS 2" RIGID INSULATION TUBS SHALL BE INSULATED v o w SEPARATE THEM FROM THE SHOWERS AND TUBS a�' INSTALLED DURING FRAMING o Q T Q w OUT TO FIT BETWEEN THE ELEGTRIGAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND w w v o w Q� w z RAFTERS FROM SEAL BOTH AIR 5EALIN6 AT FMCE55M LI&MN6 IN ATTIC, EXTERIOR WALL5 ELEGTRIGAL OR COMMUNICATION BOXES OR LN o o o s O I" RIGID INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH CUT AROUND EXPANDING FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE S-02040 Scala.si4" = P-0• HVAC, REGISTER HVAC, REGISTER BOOTS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATIO �NSULATED EXTERIOR v V Y WITH EXPANDING ATTIC INSULATION WALL BOOTS 5UBRLOOR OREDRYWALL LL BE SEALED TO THE FOAM SEALANT XTERIOR WALL INSTALL I" RIGID INSULATION SHEATHING CONGEALED 5PRINKLER5 WHEN REQUIRED TO BE SEALED, CONGEALED FIRE VERTICALLY TO CONNECT SPRINKLERS SHALL ONLY BE SEALED IN A MANNER INSULATING SHEATHING TO RIGID 3-5TUD CORNER WITH RI610 INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE 5EALANT5 SHALL FOAM SEAL BOTH JOINNOT BE USED TO FILL VOIDS BETWEEN FIRE T 5-0000'? Scale,3/4` = I'-0' SPRINKLER COVER PLATES AND 104ALL5 OR t I ONTI NUOUS BEAD _ GE I L I NGS Z l W OF SEALANT RIGID INSULATION O�SEALANTBEAD O O \"XTERIOR INSULATED I �- '--1 �" RIGID INSULATION ROVIDE BLOCKING AT WALL z O XTERIOR INSULATED STUD CAVITY AT SHOWER W WALL AT EXTERIOR ALL oNL N T BEAD OF MATERIALS R-VALUES v v v SEALANT NSTALL INTERIOR SHEATHING 1"RI61D INSULATION AS ATTIC SAVE BAFFLE GUT I"EXTERIOR INSULATION 5HEATHIN6 A5 PRIOR TO INSTALLATION OF AROUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT PREFAB FIREPLACE UNIT F- t– z EMENT BACKERBOARD MATERIAL R-VALUE Z Z 5-01006 Scale:3/4" = I'-0` 5-01005ala3/4 = I'-O' W_ W_ ljl TUB SURROUND FINISH Z _ TILE SURROUND FINISH FIREPLACE TUB UNIT V V v W z 'i I \__cEMENT BAGKERBOARD UNIT BUILDING BOARD NSTALL I" RIGID INSULATION \-TUB SURROUND AT BOTH HORIZONTAL AND NSULATED PROVIDE BLOGKIN& AT BEYOND GYPSUM WALL BOARD a'2") 0.45 tn DRAINAGE PLANE VERTICAL POSITIONS NSULATED EXTERIOR EXTERIOR 4Y �n \ STUD WALL STUD WALL STUD CAVITY AT TUB GYPSUM WALL BOARD (s/8 ) \ � (LEAVE g"GAP FOR EXPANDING FOAMJ AT EXTERIOR WALL ONTINUOUS BEAD 0.5625 0 o m p THIN PROFILE WALL SHEATHING OF 5EALANT PLYWOOD V2") 0.62 — INSTALL EXPANDING FOAM SEALANT AT INTENTIONAL OAF'S INSULATED EXTERIOR THIN PROFILE WAL AT I" RIGID INSULATION EXISTING FLOOR STUD WALL SHEATHING PLYWOOD (3/4") OA4 # CONTINUOUS BEAD OF ASSEMBLY 5EALANT AVITY INSULATION -CONTINUOUS BEAD OF F SEROUS BEA OF SEALANT MINIMUM I" DRIP SELANT SIDING MANUF. SHOWER I" RIGID IN5ULATIo PAN ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT CLOW XPANDING FOAM XPANDING FOAM --WOOD FLOOR ASSEMBLY— ALUMINUM/ VINYL SIDING 0'2" INSULATION) 1.80 LU OD FRAME FLOOR l l ASSEMBLY OD FRAMEv — FLOORING FLOOR ASSEMBLY O INSULATED CANTILEVER FLOOR// HARDWOOD FLOORING (3/4") 0.68 CAVITY INSULATION WITH I'R1610 INSULATION CLOSURE UA>— TILE 0.05 <— 5-01019 Scale:3/4` = I'-0" AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH THIN-PROFILE 5HEATHIN6 FIREPLACE ASSEMBLY THIN-PROFILE 5HEATHIN6//SECTION CARPET WITH FIBER PAD 2.08 5-01007 5calo:3/4` = I'-0' 5-01012� 5calo,3/4• = I'-0• 5-0100a Saala,3/4" ' - 1-0' CARPET WITH RUBBER PAD 1.23 ((� ATTIC, INSULATION v '— —GEILIN6 FRAMING (� � Q LOOR GRILLE AIR SPACE 0/:2" UP TO 4") 1.00 (v " HEATH INTERIOR OF LOOR DUCT BOOT 'I , �ELEGTRIGAL WIRE n O a IRIGID NSULATION a ATTIC AGGE55 TO ONTINUOUS BEAD OF / V 1 +I" OF INSULATION SEALANT ROOFING } ! LEVEL PLUMBING PI FLOOR TOP PLATE ASPHALT SHINGLES 0.44 LAGGE55PANEL (� ��� RAW AGGE55 PANEL TOP PLA O it � O SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDING FOAM WOOD SHINGLES O.�i'i 5GREW5 EXPANDING FOAM TIE AT INNER LINER 5EALANT nn�� 5EALANT ASTIG AT INNER LINER l� TRIM AS REQUIRED L STUD INISH CEILING TIE AT OUTER LINER WALL 5TU DOORS z WOOD, SOLID GORE (1 3/4") 2.1- K INSULATED METAL DOOR (2") 15.00 p AIR 5EALIN6 AT ATTIC HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 Ie,3/4" = 1'-0" 5-01023 5calo,"3/4• : I'-0' 5-01033 5cale,3/4' = I'-0" 5-01024 5cale,3/4' = I'-0' POURED CONCRETE PER I" 0.08 NLu W m O 1 O z � d O Q z_ V to m � d � O 0 N p GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: _ .,.. CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R(105.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS* A5 PER ASCE .. 47 CONSTRUCTION, AIA DOCUMENT-20 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 4/87 SHALL APPLY'. THE CONTRACTOR 7-16 - CHAPTER 3 TABLE 03.1 PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SHALL OBTAIN CERTIFICATE OF THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT LOAD WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) �A R C H'1'f'E C T'S� OCCUPANCY. SUBSTITUTIONS SHOUL7 FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. Togo o'coNNELL NOT BE MADE WITI-POUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG G E I L I N G S ARCHITECT 1ELI AUTHORIZATION BY' THE ARGHITEGT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE THE PREMISES SHALL BE KEPT GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO ACOUSTICAL FIBER BOARD FLUE WHEN NOT IN USE PROVIDE 1.0 REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLA55 BARRIER APPLIES AT EAVES RATED INSTALLED IN51DE AN THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per A INCH thickness) O55 TODD O'CONNELL, AIA AT THE COMPACTOR SHALL OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT A55EMBLY (1/2 INCHES) (2.2) CONTRACTOR SHAT_L REMOVE ALL (5/8 INGHE5) (2.-15) 1200 Veterans Memorial Highway NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK 8" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.o P 6 BROOM GLEAN UNLESS OTHERWISE ( 31) 650-6666 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT WOOD FURRING SUSPENSION SYSTEM 2.5 F(631) 650-6666 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING CARRY WORKMAN'S COMPENSATION THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER M� .�W AND GENERAL LIAE3ILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BYLOCAL G O V E R I N G 5, ROOF, AND WALL ALL SHALL GOMPL'Y WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ,{rr�rtr3 � �t3 rr, 3 ,rr� CONTRACTOR CODES AND ORDINANCES. -HE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.0 GUA ANTES H SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM 5HEATHIN5, 1/2-In. 2.0 GUARANTEE HIS WORK AND THE WORK 5.5-0. 155 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE 8402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) OF HIS SUBCONTRACTORS AS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED A5 HAVING < 3 AOH50 IN CZ4A, 5, AGA. FIBERBOARD GC PERIOD OF ONE YEAR AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE 1.5 COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION FOIL INSTRUCTIONS. POLYSTYRENE FOAM 0.02 �N�� ' .J EDGE OF FOOTING. SHALL BE INSULATED WITH OTHERWISE SPECIFIED. ALL WORK FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST FOAM FOAM 0.5 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH F SHALL BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per 1/8-In. THIGKNE55) 0.4 �• EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXCEPTION. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND v PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED RIGID INSULATION, I/2-in. 0.-15 . r~; EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION 8502.13 OF THE � WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL - SKYLIGHT METAL FRAME WIRE GLASS `�� r� FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING 8.0 � - \� OWNER, ARGHITEGT, AND THEIR RESIDENTIAL GODS OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER 8403.3.2: DUCT SEALING DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THIGKNE55) 3.0 AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED BOXES SHALL BE SEALED. C. AGAINST ALL GLA11�15, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE WATERPROOFING MEMBRANE 4 ^ LOSES AND EXPENSES, OTHERWISE SPECIFIED. GARS SHOULD PROVIDED. BITUMINOUS SMOOTH SURFACE INCLUDING AND HORIZONTAL). R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO 1.5 ATTORNEYS FEES frRISING OUT OF OR PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY DETERMINE AIR LEAKAGE. FLOOR FILL RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR SUCH EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE m U THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8.O SCH CLAIM, DAMAGE, L055 OR SPACES AT THE CEILING AND FLOOR GLASS WINDOWS Ily EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. SAND, PER INCH 8.0 R3J8 OF THE RESIDENTIAL CODE OF DUCT INSULATION: N i- BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL AL50 BE FIRE R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 O OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT NY5. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED z # LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR F I N I S H E 5 DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. (OTHER THAN THE WORK ITSELF GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. � v CERAMIC OR QUARRY TILE (3/4-in.) INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING INCLUDING THE LOS'S OR USE PLUMBING ON I/2-in. MORTAR BED 16.0 CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. Z RESULTING THERE FROM). (B) IS CONTRACTOR SHALL INSTALL WATER SLIDING OLA55 DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-In.) CAUSED IN WHOLE JR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED 23.0 }- NEGLIGENT ACT OR. OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED Z CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. 2020 NY5 RESIDENTIAL CODE CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 F ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL CLASS DOORS -RETURN DUCTS IN UNCONDITIONED ANYONE DIRECTLY OR INDIRECTLY AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST HARDWOOD FLOORING, 7/7-In. 4.0 ro ° w EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL CHANGES OF 5TRIGT ACCORDANCE WITH THE BE INSULATED TO R-2. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER LINOLEUM OR ASPHALT TILE, i/4-in. I.O �� IL IL ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF THAN „°�w��z F o g o MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. O.OI X GFA + 7.5 X (# OF BEDROOMS + I) <�N°x o� �Q OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITCHED ,��m o-! ��" SEALED A5 PER 2020 NYSEGG GFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0 �o�-�Q o PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 23.0 z z F j�o w o w� m HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON �z o�0,).- ASSEMBLIES AND METHOD OF FOLLOWS: LOADS CALCULATED PER ALGA MANUEL J. 5UBFLOORING, 3/4-In. 3 p �F-F_,L � CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY !�Movgozm o W SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS GASKETS FLOORS, WOOD JOIST (no Taster) 12-In. 16-In. z P H J_1 0 T°P Y LIMITED TO FORM-VyORK, KITCHEN SINK I I/2" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES) 8404.1: LIGHTING - A MINIMUM OF SIO% OF PERMANENTLY JOIST SIZES (In.) p O.C.= o.c.� a°,Wt�Qza z W O INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. (LB/Fr fLB/Fr ' J Z m Q O BLOCK-WORK, FRAMING, NAILING, LAVATORY I I/4° PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR 2x6 6 5 0� =4�Q w o = PLACING OF GONGi;:ETE, ETC. ARE TO SHOWER 2 HARDWARE AS REQUIRED. ALL GLAS5 TAPES. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT Q Q z o BE CAREFULLY SUPERVISED BY THE TO I LET 3° 2x8 6 6 Q E ALL SYSTEMS TO HAVE ONE 3" MAIN ° o } 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8308- 7 �,,,°W o m CONTRACTOR TO BE SURE THEY ARIMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 a° 0 W Q u,o IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOOKING-TYPE LONGITUDINAL 6 SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FR05T 2x12 g 7 NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT A5 INDICATED IN SECTION 8308.1.1 EACH PANE OF FRAME PARTITIONS D GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" H.q. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN ( sf) FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-In. GYP. BOTH SIDES 8.0 PERMITTED NITH NILUT NOT N DRAIN DRAIN-COOKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLA5TERED 4.0 -U�o o tu�0�o > PERMITTED WITHOUT' WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING FN �� ') AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL FRAME HALLS �Wo =oo THE CONTRACTOR THE S BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: ' o ' w RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE w w ci w i1��M DRAWINGS WHICH M,4Y BE NEEDED. REGULATIONS. APPROVAL OF ALL 2x4 ® I6-in., 5/8-in. GYPSUM, d N o°ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-in. SIDING II.0 D ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE CONTRACTOR TO REMOVE 4 PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 a I6-In., 5/8-in. GYPSUM REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A R505.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/8-in. SIDING 12.0 v RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL EXISTING WORK WIS THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS 8308.4.1 THROUGH 8308.4.7 SHALL BE CONSIDERED TO BE „ v v v Y m CTI INTERFERES SUPPLY GUTSON. OWNERS APPROVAL. FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 C DIAMETER NEW CONSTRUCTION. IN THE EVENT COMPLETE FINISH. ALL PAINTED 8308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLA55, FRAME AND SASH .5.0 REFLECTIVE WHITE THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHE5: THE CONSTRUCTION TYPE CONTRACTOR SHALL CREDIT THE 4 IN SITE WORK IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 3q•0 DESIGNATION SHALL BE OWNER FOR THE FULL ONE THERMOSTAT CAPABLE OF R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 8 IN 711.0 STAKEOUT I S TO BE PERFORMED BY A ACCEPTABLE. SUBCONTRACTORS 005T FOR THE 12 IN -15.0 "I", "I I", "I i I", "I V", OR "V" tf) LICENSED SURVEYOR. STAKING AND INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS CHANGED UNIT. z LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 TO INDICATE THE CONSTRUCTION AND BENCHMARKS. VERIFY ALL GIVEN HVAO DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: CLASSIFICATION OF THE LU DATA ON DRAWIN55. IN CASE OF ONE GOAT WOOD FILLER OR STAIN -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THICKNESS (IN INCHES) 4 6 8 l0 12 STRUCTURE UNDER IBC Z SYSTEM TO BE DESIGNED BY OTHERS. DENSITY of UNIT (los PGF) DISCREPANCY, RECEIVE AND TWO GOATS MCKLUSKY'5 ELECTRIC. SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED 51DE OF SECTION 602 p O PROVIDE PROPER SUPPLY TO ALL CLARIFICATION FROM ARCHITECT EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 31.0 37.0 43.0 I= ROOMS $ CONFORM WITH ALL STATE PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.3- GLAZING IN WINDOW AND LOCAL CODES. z p AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q 50.FT. (GROUT SPACING) z z O O ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LESS THAN IS" ABOVE THE FLOOR 48 IN. O.G. 211.0 38.0 4-1.055.0 REFLECTIVE RED < < � v OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND 40 IN. O.G. 30.0 40.0 4cf.0 57.0 PANTONE # 187 v v AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBU5TABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED 32 IN. O.G. 32.0 42.0 52. 61.0 t- F- z 24 IN. O.G. Z Z q) H FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 34.0 46.0 57.0 67.0 W W z 0 uj EXCAVATED MATERIAL. NEW AND I6 IN. o. G. 40.0 53.0 66.0 711.0 J -•I O CO- EXISTING BACK FILL. MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 115.0 X 115.0 v V v TOPSOIL ARE TO BE: FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE LU z TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE A50E STANDARD - MINIMUM DESIGN DESIGNATION FOR STRUCTURAL N ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT $ CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND COMPONENTS THAT ARE OF UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE ACQ. ALL LAMBERT, DUTCH BOY. CABOTS, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -A50E7-I6 TRUSS TYPE CONSTRUCTION I �� N �n EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R308.4.6 GLAZING ADJACENT TO 5TAIR5 AND RAMPS- GLAZING values for differ (PGF) 2 STROKE L6 m p SHALL BE REMOVED FROM THE SITE. O PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR IS TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF SOLID CONCRETE MASONRY UNIT WYTHE5: - FEET OF THE BUILDING. PROPER WYTHE5 THICKNESS (IN mm) 4 6 8 10 12 "F" FLOOR FRAMING, INCLUDING � APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS 5TAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS BEFORE COVERING ,ANY EXCAVATED BE COVERED WITH TYVEK HOUSE APPROVAL. SERVICE WATER HEATING: DENSITY OF UNIT (155 PGF) 32.0 51.0 611.0 87.0 1105.0 ' ' N - } -GLAZING 36 OR LESS MEASURED HORIZONTALLY FROM THE . , GIRDERS AND BEAMS DENSITY OF UNIT (135 PGF) 38.0 60.0 .51.0 102.0 124.0tu WORK. R POR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (135 PGF) R� ROOF FRAMING STU41.0 4.0 87.0 110.0133.0 BUILDING D L5 AT I/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP 8308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING "FR" FLOOR AND ROOF FRAMING CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING 15 LESS THAN 36" ABOVE THE LANDING AND WITHIN ' WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR STANDARDSANDC 6 ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R7A 60 HORIZONTAL ARE LE55 THAN 180 DEGREES FROM THE BOTTOM 02.3.6 OF THE NEW YORK UNLE55 THE WATER HEATER HAS AN GIVEN REPRESENT PLACE ENGINEEREPLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUESSENT AVERAGES. IN SOME GASES THERE I5 A SAMPLE -TITLE ED WOOP400 PART 1D PLACARD D 265.4 "OUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD NOSING ON OR ADJACENT TO ELECTRICAL METER BOX THIRD COURSE. FILL TOP COURSE JOISTS AT 95' 0.0. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. ' I ' SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED +i �-, PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. `J PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE FOR ALL WINDOWS AS PER 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8305.1 Tfi�USs I7�S I C N�TI Oil S I C� � �lu 1- PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8312 2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A SCALE: NTS _ � _ CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET n CONCRETE JOISTS, USE MIN. 165A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW CEILING HEIGHT OF NOT NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING WINDOW OPENING 15 LOCATED LE55 THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LESS THAN 6 FEET 8 INCHES Q SHALL BE DONE DUR'.ING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: Z TEMPERATURES OF SFO DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TABLE 1: MINIMUM INSULATION THIGKNES5 FOR GIRGULATING HOT WATER PIPES AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105OF OR GRILLED FLUIDS BE PLACED ON FROZEN SURFACES. NO NOTED OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THICKNESS IN INCHES BY PIPE SIZES ADDITIVES SHALL +-� UPLANS. MINIMUM BEARING ALL OPENINGS. BELOW MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEG. R312.2.2 LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-GIRGULATING RUNOUT5 CIRCULATING MAINS AND RUNOUTS REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" .5" TO 2.0" OVER 2 L ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 1 " r WITHOUT WRITTEN PE ALLOWED FOR STUDS, OF THE BE 3 i/2". USE DOUBLE JACK STUDS ELEGTRIGALS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LE55 THAN 7 FEET � � Q ASTM F20a0 170-180 0.5 1.0 1.5 2.0 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM O m MIN. OR P.S.I. E A DAYS $ 4, A- LENGTH. NATIONAL ELECTRICAL GORE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140-160 0.5 0.5 1.0 1.5 UJ PSI FOR GARAGE SLAB. PROVIDE A_L STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED FURP05E 100-130 0.5 0.5 0.5 I.O SLEEVES AND FOUNDATION VENTS A5 NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO O 1n O REQUIRED BY NYS CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRGUIT5 SHALL BE MINIMUM 15 AMP. INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 LE55 THAN THE AREA REQUIRED BY SECTION R310.2.1 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES � � FOOTINGS ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD $ SHELF, ALL LINEN z PROJECTING 6" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LBS PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THIGKNES5 IN INCHES BY P z SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. IPE 51ZE FOUNDATION WALL. PROVIDE TWO #4 TYPES RANGE (F) 2�� RUNOUTS I" AN �� �� �� Q DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT 501L ALL SWITCHED TO BE LOCATED 36° D LESS 1.25 To 2 2.5 TO 4 IY FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLE55 3. DOOR TRIM AND BASE MOLDING D SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHEWI5E INDICATED. SUPPLY TO MATCH EXISTING HEATING SYSTEMS R WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 CONCRETE SHALL BE: HOOKED 5/8" h FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND LOW TEMPERATURE 120-200 0.5 1.0 I.J 1.5 0 ry m 12" AT MAX. 5' 0.0. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER STEAM CONDENSATE I I M O EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR (FEED WATER) ANY I.O I.O 1.5 2.0 N O 7- AND FOUNDATION WALLS. NOTE: ALL LAS FIR #2 OR LUMBER COOLING SYSTEMS m 0) O TO BE DOUGLAS FIR #2 OR BETTER 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT W 201-250 I.O 1.5 1.5 2.0 v O z BY OWNER AND BRINE 120-200 0.5 I.O 1.0 1.5 LU Q O � 0 Lb �SSes-s�YS ZiWIME.x ARCHITECTURAL GUIDELINES One-piece Residential. ARCHITECT INSTALLATION GUIDELINES FOR RESIDENTIAL INSTALLATIONS ONE PIECE UNITS General Layout. ❑ Call SwimEx at 800-877-7946 to receive AutoCAD® Drawings of the SwimEx model that you will be installing. These drawings can be placed directly into your pool room layout and site drawings. ❑ SwimEx pools are available in different versions to accommodate new or existing construction situations. ❑ One piece Models: Model 40005 and 5000S come standard in one piece. (No seams or additional assembly of pool sections are required) ❖ Provide a flat level surface for pool to sit on with a load-bearing capacity of 425 lbs./sq.ft.(2077 kg/sq.m) **Footprint of pool must be level, remainder of pit or area can be sloped to drain water. (One Piece Unit Standard holds 2,600 Gallons) ❑ Below ground installation requires a minimum pit of 12'(3657mm) wide by 20'(6096mm) long and 58"(1473mm) deep for 4000S and 5000S models. The pit side walls provide no structure for the pool;they are only retaining walls. Please note special pit drawings if ordering a Model 5000S with a deep well. ❑ Above ground installation requires a minimum ceiling height of 10'(3048mm)with no obstructions above the pool (Lights,vents, ducts, beams) **.Check local building codes for minimum ceiling height and required decking area. ❑ Every SwimEx comes standard with an entrance ladder. Based on the orientation of the pool within the room,the ladder needs to be placed in the optimum location. Please familiarize yourself with the SwimEx orientation, and make sure that the order specifies whether the ladder should be on the right or left side.The ladder can be placed on either side of the unit for no charge, so long as the order indicates the location. (The entrance ladder is formed in the molding process,thus we must know the desired location at the time the order is placed.) RIGHT SIDE a V C = � � E 00 a �-LEFr SIDE Swl M Ex ❑ Allow access to equipment and pool via access hatch for in ground, or access panels for above-ground installations. A ladder should be provided to access the pump,filter and heater located within the pit. Delivery Requirements: ❑ Clear passage for 18-wheel tractor trailer truck to deliver, and forklift on site to off-load pool from truck eas�rPuiP �` g� jp . If site is not accessible by - ..._ tractor trailer,this must be specified for special freight quotes. ❑ The pool will arrive in one piece and will be craned into position. Planning must be done so that this can occur early in the construction process to have complete access to the area. (Crane provided by owner) ❑ A clear, unobstructed work area in and around the pit must be provided for movement of the parts into the pit and assembly of the pool. **No decking shall be constructed until the pool has been filled and water tested. ❑ Once the pool has been filled and water tested,the decking will need to be constructed around the SwimEx. This is not part of the SwimEx assembly, aeef eck � . >ar .............. iea=r for instructions. Electrical Requirements: ❑ Standard pool requires 220/240 Volt, single phase, 115 Amps ❑ GFCI Breakers for filtration and options to be provided by electrician, SwimEx Control Box includes GFCI for Paddlewheel control. ❑ Paddlewheel Controller: ❑ 5 &7.5Hp Pools 70 Amp 208/240V Single Phase (54 FLA) ❑ Heater: 30 Amp 240V Single Phase ❑ Pump: 15 Amp 120V Single Phase ** Pump and Heater can be put on a timer to run 8 hrs per day(By owner) ❑ Must provide sub panel with appropriate GFCI breakers for equipment ❑ Variable speed controller takes 220/240Volt single phase in and converts to 3 phase to drive the gearmotor. ❑ Electrician, in accordance with local and national electric codes, must make all connections between equipment and circuit breakers. ❑ Connections to be made dealing with the SwimEx are from the breaker panel to the variable speed controller, controller to gearmotor, breaker panel to heater, and breaker panel to pump. These must be done on site by an electrician contracted by owner. ❑ Conduit needed from Variable Speed Controller to poolroom near front of pool for EDGE Touch Screen. Conduit must be able to let a 7/8"(22mm) diameter connector pass through. The location of the EDGE Touch Screen must be 5' (1524mm) away from the pool and should be determined by the end user of the pool. ❑ Underwater Lights, 110Volt plug in unit on right or left side of pool. Provide switch to turn off and on in convenient location for owner SwimEx ❑ Ozonator, 110V plug in unit. Should be connected through same line as Pump to ensure that it shuts off when pump is turned off. ❑ Other Equipment Considerations: ❑ Optional SwimEx equipment: _�� ..r�,r �:"� 8 3 - a.stc y'e� 3T na,...c. �'y�"^�'�'�•--,r�.�, r„s�'��' =1�n eke er# tier: _qu���f,A'sse►r�blreseSectco»�Q�z.the�tl�ldt��ia' ❑ Jet Option -❑ Jet Pump 120/240V 1 HP pump controlled through ES Combo Switch ❑ Non SwimEx Equipment provided by owner ❑ Sump Pump: Plumber will locate a sump pump within pit area, connection means must be provided for ❑ Lights under deck or in pit area: Pit area must have lights for future maintenance. ❑ Ventilation and exhaust requirements. ❑ Solar heat and other heat means can be tied into the filtration loop via a bypass placed after the filter and prior to the standard electric heater. Mechanical Requirements: ale se F a =: art f z , o a�th theirt�b�n ecro��ofStheIVla ❑ Plumbing: ❑ Pool is pre-plumbed with all eyeball and suction fittings. On site plumber(contracted by owner) must make connections between pool and provided pool equipment. All connections are PVC and will vary depending on location. Typical connections are schedule 40 PVC and range from 1%"to 2" in diameter.( Metric to imperial adaptor will be needed) ❑ Water fill: ❑ %" Cold Water fill line for pool (Tempered water can be provided, but is not required). The fill line must be protected by backflow preventers as required by local codes. ❑ Valve for water fill should be located within poolroom so that operator can see water level as pool is being filled. ❑ Drain: ❑ The SwimEx comes with a 2" drain from the front of the pool with a shutoff valve. A floor drain or sump pump and pit must be provided for%semi-annual draining of the pool. Drain from pool is elevated approximately 3 %"(88.9mm)from floor. ❑ Drain will have approximate flow of 80 GPM (5.05 [/min)when pool is full. ❑ HVAC: ❑ SwimEx recommends the use of a small dehumidifier within the pit area to keep moisture out, this area is generally below ground and occasionally gets wet due to splashing. 1 SwimEx ❑ The room which the SwimEx pool is placed should have a minimum of an exhaust fan, if it is conditioned, we recommend that there be no air intake to entire home system. Cross contamination of air is possible. ❑ Ventilation and exhaust from pool room. Small water area exposed to air eliminates the need for large dehumidification systems.Typical water loss due to evaporation is in the range of 4-lbs/hour for a standard SwimEx pool. Standard Pool Equipment The following is the standard equipment for the Model 40005, 500OS and 500S Pump/Filter Pentair Pool Products Model: Clean & Clear w/Su erflo Pum ' .- p pNi 1/2 Hp Pump with 75 sq.ft. Cartridge filterpx Electrical Requirements: Connections 11/2" PVC Glue Unions . 120V single phase - 15 Amp GFCI breaker (FLA 8.8 Amps) Removal of cover req. 39" (990.6mm) Height r Heater Coates Model: 12406ST 5.5 Kw Electric Spa Heater 30Amps @240V. (FLA 23 Amps) Dimensions 17 1/2 (444.5mm)x 4 (101.6mm) x 14 h (368.3mm) j t i MIN-50- SWIMEx .�.,.:: .`... 1 . Decking is NOT .included with any SwimEx pools :2. 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(� /���a�`.1�"+"� '#�' ,Rr# E�yNU7fF+I K ^Y'y- n s �' ".; � € ,E �.,s., ..t-,r IN I��l "3" { t ,".,� rx -+ ,"k"k .r° rr �' r,. ""s` i• ,�-r^�' '' t :, �tke �'ai, Dasa eNote .ff you haWowmIhymu m P�?t� of Yz C 4"" �a a epth iess� n au#q _ yn ot�structlons on 0r sia h lli�►ra apmrl o( , vans,etc ou shat l � 4t eIthde �►e� r b ti I mow_in any of the pieces Please callI ' xo�moredetel �you �=` j Yy Gx y '> 't-{Pt £ ALk� #y� +i4' a '' n."ku.,\n: ,� '�"?<�y i��;a+�vi°a "A �' - � tr a. �� ,�C:.. �r�'�-.. 'r 511 - "-,•f n �.. k� moi. r<f � ,,.,�,..n ,fi ". �!-': Note: 1. Decking is NOT included with any SwimEx pools 2. Drawings for conceptual use only do not use as construction drawings RECOMMENDED FLOORING: —CERAMIC TILE gg p WOOD SUGGESTED SUGGESTED —INDOOR/OUTDOOR CARPET MINIMUM MINIMUM —BLUE STONE/FLAGSTONE —ETC. U] b PATER r-+ FLOW C� SWIMMING DIRECTION 12.0 ft RECOMMENDED MINIMUM PATER 10.0 ft yO is possible FLOP b F - .20.0 ft d RECOMMENDED RECOMMEND FLOOR MINIMUM DRAIN IN AREA OF LADDER Please Note: If you have a minimum opening of 48." s 84" and a frame depth less than 3', without an,v obstructions on either side. I.e. hallways, corridors, walls, etc., you should not have any problems bringing in any of the pieces. Please call Swimes for more details if you are working in a tight space. Note: 1. Decking is NOT included with any SwimEx pools 2. Drawings for conceptual use only do not use as N Db construction drawings � o ACCESS NEEDED FOR ANNUAL ALL FLOOR JOISTS HAVE A RECOMMENDED MINIMUM MAINTENANCE OF SHAFT BEARING OF 2"z6" WITH 4"s4" SUPPORT BEAMS ° ° �. 2:6 POSSIBLE; ACCESS DOOR P-3 O b MAIN C ° . • • - _ z:e DRAIN C 2z6 SHUT—OFF i—•+ °° 0 VALVE N ° 44 o W ° . T ° . 0 ° 0 4z4 ' 4z4 ,4z4 I ° c" L °' o (GAS) m m , o L ° c i ca Rzz6 `a ° ° , . . . . °, e . . o o offio -o -/o: .0 aD Z—HEATER/PUMP/FILTER OZONATOR OS�E�R DRAIN �„ OR SUMP Note: 1. Decking is NOT included with any SwimEx pools ° 2. Drawings for conceptual use only do not use as (� construction drawings Dp TOP NON—MECHANICAL HANI AL CD SUB—FLOOR FINISHED SIDE MINIMUM 6" FLOO12.0' suggested minimum oY o°o �2"x 6" FLOOR JOIST/ . ° ° O ° o ° ° \ 0 Z0,0 ° W °0 ° 0 a29' o o . o W ° ° ° , e HEADER '° .°°• 0. 0 °• o a a °°• ° ° • *58" P4 Q \ .° ° • �--► o °.°• a ° ° •°° ° for ONE PIECE MODEL(400 &500) r7 °• 0 •o••: a (66" for MODELS 480 & 600) D2 ` •,o °o • (92.25 r MODELS 800) - ° y °• O ►•r� •° ° MECHANICAL _N ° DRAIN ° a ° \ ° �d ARE ep 0 ° • °- O ° o suggested •• •° minimum \ ° ° a ° OO• \ o 0 0 0 0 0 ° a a o 0 0 \ •o,° O ° O O. d •OO O .O.' ° O• O O: O ,p .OO O °• p O •°• ° O ° .O -O ° O O G •O 'pp ° • •O O,O, 0.6 O G; �Po/Q °Oo ' o•`, °` FOAM PAD Z14, ` DRAIN/SUMP FOUNDATION WALL FOUNDATION WALL Z4" REINFORCED CONCRETE OR SUITABLE FLOOR FOR 425 LBS/SQFT LOAD (460 LBS/SQFT FOR MODEL 600) (525 LBS/SQFT FOR MODEL 800) * THIS DIMENSION MAY FLUCTUATE f 1/2 in.. DUE TO FOAM PAD DENSITY AND10R COMPRESSION. SWIMEX SUGGESTS FILLING THE SWI EX UNIT WITH WATER BEFORE TAKING FFINAL MEASUREMENTS SXDRV AND COMPLETING THE FINISHED FLOOR. Note: rr 1. Decking is NOT included with any SwimEx pools 2. Drawings for conceptual use only do not use as D� construction drawings CD 71 SWIMEX ROOM Cn WATER FILL LINE, rte+ RECOMMEND SHUT OFF 1� IN POOL ROOM WITHIN SIGHT OF POOL r 20 ft FLOOR LEVEL d ;;;: ;; l/ 1 / / ►lMlMlihhlrlIII/r///M / lel►hll�l►hl�l�l�l►hl�l�l�Nl�l►l�l�l�l . 2' : B" FLA0OR IOrsrS SUGGESTED - - •+' Prom ACCESS = _ =FILTE d DOORto s FILTE NEW OR EXISTING HOUSE BASEMENT 3.0" 4.0" FOR MODEL 400 & 600) FOAM PAD +� �+ MAIN DRAI BFOR MODELS 480 k 600 4" REINFORCED CONCRETE OR WITH SUMP 92.26® SUITABLE FLOOR FOR 425 LBS/SQFT SHUT-OFF VALVE DRAIN FOR MODELS BOOS LOAD (460 LBS/SQFT FOR MODEL 600) E1P OR EXISTING (525 LHS/SQFT FOR MODEL 800) FOUNDATION WALL * THIS DIMENSION MAY FLUCTUATE ±1/2 in. DUE TO FOAM PAD DENSITY AND/OR COMPRESSION. SWIMEX SUGGESTS FILLING THE SWIMEX UNIT WITH WATER BEFORE TAKING FINAL MEASUREMENTS AND COMPLETING THE FINISHED FLOOR. SXDRV SWIMEX POOLS ELECTRICAL SPECIFICATIONS REVISIONS COMPONENT VOLTAGE INPUT PHASE BREAKER SIZE FLA REV DESCRIPTION BY APPR. DAZE PADDLEWHEEL MOTOR 7.5 OR 5 208-240V 3 PH FROM SCB 22 OR 17 HP SWIMEX 1 PH INPUT,3 PH 70 AMP FEED, CONTROL BOX '208-240V OUTPUT GFCI'S INCLUDED 54.0 (SCB) IN BOX FILTRATION PUMP 120V 1 PH. 15 AMP 12 POOL HEATER* 208/240V 1 PH. 50/30 AMP 39/23 MUST SELECT HEATER AT 208 OR 24UV 240 v 120 VOLT OUTLETS SINGLEDALL CIRCUIT BREAKERS MUST BE MORE THAN � ► MUST BE GFI(GROUND 5 feet FROM INSIDE s� FAULT INTERRUPTER)TYPE. © WALL OF SWIMEX UNDER © WATER 15A GFI 12OV ATM ER OR SWITCH SHOULD BE LIGHTS* INSTALLED FOR PUMP&OZONATOR 0 OPERATION 15A GFI 120V © OZONATOR 30A GFI 240V 70A 240V NEUTRAL FRONT GRATE* GROUND BUSS HAND RAILS* EDGE MONITOR(OPTIONAL) REAR GRATE* SWIMEX CONTROL BOX* GND PUMP* GN 240 V N SINGLED HEATER* o GN n li (TVP)1/4- V 6125 BONDING m PADDLEWHEEL LUG p MOTOR VFD' ALL ADDITIONAL WIRING INTERNAL AND PRE WIRED' T1 T2 T3 8 0 GROUND _ 0 BAA SWIMMER PADDLEWHEEL 0 CONTROL BUTTONS* MOTOR* H RTO EAR O O O O SHUT-OFF S S S F E SYSTEM* T T L A } 0 A 0 S P R W T AIR HOSES* T A— 6 n THREEOTO MOTOR USING NO.6 WIRE (5 HP#8 WIRE) USE FLEXIBLE NON-METALLIC CONDUIT * ITEMS SUPPLIED BY SWIMEX FROM THE CONTROLLER TO MOTOR - 01 IMPORTANT NOTE:INCOMING VOLTAGE MUST BE BETWEEN 208V-240V PLEASE CONSULT SWIMEX FOR 208v HEATER AVAILABLE. (CHANGES TO 50 AMP GFCI FOR 208v HEATER) -GAS HEATER USES 15 AMP GFI BREAKER NO. I PART NO. DESCRIPTION QTY PARTS LIST SWIMEX, INC. FR m SWIMEX ELECTRICAL RE op SCHEMATIC EDGE TEl.(soa>as-jab F.(j 675-= TRS 7.5 OR 5 HP PADDLEWHEEL SYSTEM )ot )oot ANGtFS UNLESS 07HE1RrnSE SPE FW. W/110V PUMP MAOM WWALE FUM"5V SUE =Ra Ir.11 ALL DIMF74SIONS IN IIACHM FXW RADII .015,15M A ELECTRICAL NEW DRIVE&EDG 111 NEXT ASSY USED ON e TfW AHE PARI'R DR 6MMPF can MPF Tta ooaftort is IM MP RIT OF SO=AID 15 WT 70 BE USED APPLICATION 10 RLPRONIQD N*NILE W N PAIR r711WT unfelt PE lissim FM ME6/21117 ME ISRI 1 2 3 4 DO No. PLUMBRES REVISIONS REV DESCRIPTION BY APPR. DATE D 0. 1 D f .O F(�271/2" 2' PVC 1-1 p C DRAINAGE FOR POOL 1 -- ) PVC) 1-1/2" PVC DRAINAGE (SUMP INSTALL C OZONATOR HERE C 3/4" Threaded Fill �— Nozzle located IlV!- 1 1/2" PVC above Rater—line. Hard Plumb with 1 1/2" MALE approved back 1 1/2" PVC — TO PUMP- FILTER THREAD flow device. 1 1/2" FML4 E Tg HEATER+ INSTALL SHUT OFF VALVE. 1-1/2" FEMALE THREAD IF IN GROUND RECOMMEND VALVE IN POOL ROOM PUMP* WITHIN SIGHT OF POOL I1 1/2" PVC PIPE B INSTALL-DRAIN LINE —ar 3/4" LINE B WITH SHUT—OFF TO ® SWIMIX. recommends installation 3/4" THREADED MALE of additional shut—off valves at these locations. Use threaded pvc if possible. Heater, Pump, and Filter can be plumbed with up to 50ft x Items supplied by SWIMM: heater, filter, pump, of.pipe from SAimEY. Filter system must be below water 4—regulat>Ing 1 1/2" ball valves, and possible pond use ip:le ghs should where be k!b7e as short a 1-1/2 zl-1/2 z2 Tee fitting NO. PART NO. DESCRIPTION QTY PARTS LIST mu SWIMEX, INCA ONE PIECE PLUMBING r �-( PIA—F,FAX(5N)on�� SWIMEX INC N A x •xx .root &Wn LNM OTHERVASE SPECM STD 1 PC PLUMBING SCHEMATIC A *-I' t.01 I LAOS I t.5• MPOM SURFACE R M Inv Siff Iowa N0. REV MACFMM FUST RADII X15-= A ALL DIMENSIONS IN A PLUMBRES H NEXT ASSY USED ON INCHES TMM ANaF p R N/A DR er:MPAJ'" M.P.F APPLICATION ON a.,M�P ,,;,m tea, FIE:OWNMAN DAIE:e/9/05 g5j; , 1 2 3 -4 Dir.HM PLUM600S REVISIONS REV DESCRIPTION BY APPR. DATE • 0 D D DRAINAGE FOR POOL —._. O " PVC (1- C) JT7e. tting* 1-1/2" PVC f /DRAINAGE SUMP INSTALL OZONATOR HERE 8/4 Threaded Fill C C Nozzle located 1 1/2" 1 1/2" PVC above Water-line. Hard Plumb with 1 1/2" MALE approved back 2" PVC - TO PUMP FMTERI I THREAD flow device. 2" FEMALE \2" WALE HEATER* T INSTALL SHUT OFF VALVE. THREAD I AD IF IN GROUND RECOMMEND I VALVE IN POOL ROOM WITHIN SIGHT OF POOL PUMP' 2" PVC PIPE Now- I INSTALL DRAIN LINE 3/4" LINE. SWIMEX recommends installation WITH SHUT-OFF TO pd of additional shut-off valves at these 3/4 THREADED MALE B locations. Use threaded pvc it possible. B NOTE: 1. HEATER MFG. RECOMMENDS ENL[NE THERMOMETER TO SSC w Items supplied by SWIMEX: heater. filter. PP1OVREGUL�OUGHi►AT HALL pump, 5-regulating 1 1/2 ball' valves, and VALVES a 1-1/2 xl-1/2 x2" Tee fitting 2. MAX POOL TEMP KUST BE LESS THAN 104 DEGREES. Heater, Pump. and Filter can be plumbed with up to 50ft of pipe from SwimEx. Filter system must be below water surface of pool. Pipe lengths should be kept as short as possible and use 45 elbows where possible NO. PART NO. DESCRIPTION QTY PARTS LIST SWIMEX, INC PRO " RECOMMENDED PLUMBING 040 AFpa4 Rd Fdl NM,W OV20 Cb A csaa)ae-+eoo Frac(M)eri-aM SWIMEX MODELS $ UNLBS OTHEMSE SPEWIED: 480S, 600S & 800S "+ A -MAQI/ED SUIIFACE FN90'"✓ SIE JIWI NO. ay ,MAC}M FLEf.RAD11 .015-.000 A ALL DIMEN90NS IN A PLUM600S NEXT ASSY USED ON INCHES TM!e ANtsF PART g JDR sY:M.P.F. WDft APPLICATION �„ „„CR N P WXM 40=,,. RIE OWNMAN DATe+Z1Zae gam; MA SNT;I OF, 1 2 3 4