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HomeMy WebLinkAbout47469-Z /c/ 52& 05 '20 "E -75 .00 ' J(4, rf VINYL FENCEs6 -V" CLIMATIC AND CEOCRAPHIC DESIGN CRITERIA zA'FtGHiTEC7s' `_1 7 l TODD O'CONNELL TABLE R501.2(I) fi'� l� �' � � �+AR C H ITECT P.C. WIND DESIGN SUBJECT TO DAMAGE FROM TODD O CONNELL, AIA GROUND SPEED TOP06 SPECIAL WIND SEISMIC 1200 Veterans Memorial Highway SNOW (MPH) RAPHIG WIND BORN DESIGN WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN Suite 120 LOAD EFFECTS REGION I DEBRIS CATEGORY a DEPTH p DESIGN BARRIER HAZARDS 4 FREEZING ANNUAL k ZONE m f TEMP Q REQUIRED h INDEX I TEMP J Hauppauge,NY 11788 BOF 5 FT MOD TO FEMA P(631)650-6666 aa 150vu1t NO NO I MILE B SEVEREBF0 HE_ AV 15 YES NONE 1500 OR 55.4 FROM — F(631)650-6667 COAST E55 C(516)658-0325 MANUEL J DESIGN CRITERIA " trr�rr�rr r ( trrr7„ (� INOROUND POOL • N ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DE51ON TEMPERATURE HIGH TEMPERATURE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE ------ ------ ------ ------ G COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOCITY VELOCITY WET BULB 111 DIFFERENCE HEATING COOLING 4 �T Oturr LL z TO THE BEST OF MY KNOWLEDGE, BELIEF AND v -a I PROFESSIONAL JUDGEMENT, THESE PLANS zz AND/OR SPEC I F I GATI ONS ARE IN COMPL I ANGE LU LU = WITH THE FOLLOWING: PATIO v to Z_ 2020 RESIDENTIAL CODE OF NEW YORK STATE f(1 -1 PUBLICATION NOVEMBER 201ci z I r = I 2020 RESIDENTIAL CODE OF NEW YORK STATE to I �I CHAPTERS 12-23 FOR MECHANICAL SYSTEMS z # H 18.0 2020 RESIDENTIAL CODE OF NEW YORK STATE � CHAPTERS 24 FOR FUEL 4 GAS SYSTEMS 0 2020 RESIDENTIAL CODE OF NEW YORK STATE �- O CHAPTERS 25-55 FOR PLUMBING SYSTEMS z 2020 RESIDENTIAL CODE OF NEW YORK STATE < v ROOF OVER CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS w o IU z `"w PATIO ❑ I � ILoow° 0o ,N°0 v2020 ENERGY CONSERVATION GORE OF NEW YORK STATE Q -T AS ADOPTED WITH THE 2018 I EGG °o o PROPOSED DETACHED - - - - N~ J Q CS'W ❑ THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL z z k z T }0 ° 5ARACE WITH ATTACHED UA-ALTERNATIVE AND A RESGHEGK HAS BEEN SUBMITTED m Qo' W ROOF OVER PATI FRAME WITH THESE DRAWINGS. o m`� '♦'`j i P °° Y °z zJz°1�NN v VLU–�<–SOWp W v O GARAGE YO�a��°DW04 To 54.401 <0 L--,— Nwwoz�ogLL' 24.0 oqR>owQ4XNu =NUWi°���QQ N uvllYv�w��UQ�N � WIL ' �U�OOQ� v�o � _ I ZONING INFORMATION z<YW °Q= Z TONIN OF SOUTHOLD ~�QQ °s ° m SECTION: 64 B'_OCK: 5 LOT(S): 14 rx m NOOD v I ZONE: R-40 REQUIRED EXISTING PROPOSED DECK 6 z LOT AREA 40,000 5a.FT. 15,Q22 5a.FT. NO CHANGE v LOT WIDTH 150 FT. 75 FT. NO CHANGE 16.3 I LOT DEPTH 175 FT. 211.&4 FT. NO CHANCE FRONT YARD 55 FT. 44.6 FT. NO CHANCE u� REAR YARD 55 FT. 125.12 FT. NO CHANGE SIDE YARD (MIN) 10 FT. 16.& FT. NO CHANCE SIDE YARD (ACG) 25 FT. 45.2 FT. NO CHANCE I Q BU I LD I NCC HE 1 CHT 55 FT. 20 FT. NO CHANCE LOT COVERAGE 20 % 13.72 go 16.58 go 280-124 non-conforming lots z 5T®RY This section is intended to provide minimum standards for granting of a building "? permit for the principal buildings of lots which are recognized by the Town under Q fj civ 280-cf, are nonconformin and have not merged pursuant to 8 - ° O m NO. 5�JtJ § g g p §2 O 10. LOT GOVERACE � 11.2 2�.�0�. GAL_GUL_AT10N III II Ia01 � 6.4 Q �-i--U _ I4.0 I ZONE: R-40 SQ. FOOTAGE z Z N LOT AREA 15,Q22 5a.FT. ® O :3 A I I O EXISTING IST FLOOR 1,085 CD Lo Y I> EXISTING WOOD DECK 252 O0 I NCROUND POOL 5a7 z UAo �- PROPOSED GARAGE WITH R/O 708 v ks) v z is O Z TOTAL 2,640 SQ.FT. < 3: dr" 16.58 % Q Q � UI �� I MAX LOT COVERAGE cj O O 15,cf22 x 20% = 5,184.40 50.FT. D�L 11) � O � z I I ° LU I- 0 JAIL 2 6 2Gi< I � � � N25 °55 '00I N -75 .00I I Q to Z OLD SHIF)O"OAR� ROAD < L 263 Q v ° Ul ° R4+ R&HVECTS' TODD O'CONNELL ARCHITECT P.C. .. TODD O'CONNELL, AIA -O" 18'-O" 1200 Veterans Memorial Highway I8'-o° 17'-2" o" GENERAL NOTES suite 120 50 X30 XI5 O HOLD HOLD 5 8 51-011 p Hauppauge,NY 11788 — — — — — — POUR. GONG. FOOTING (TYP) - DOWN DOWN P(631)650-6666 ° I. CARBON MONOXIDE ALARMS AND CARBON F(631)650-6667 I5'-4" WOOD FIREPLACE = MONOXIDE DETECTORS SHALL BE INSTALLED C(631)658-6667 — — — — — — — — — — — — — o 0325 IN BUILDINS AS REQUIRED IN ACCORDANCE DOJBLE JOIST UNDER WALL ABOVE — 48" HEIGHT 48" HEIGHT m WITH THE 2020 FIRE CODE OF NYS-SECTION O WOOD STORA6E i WOOD STORAGE D C115.4 (CARBON MONOXIDE DETECTION y�v- r� / ♦ SYSTEMS) FOR RESIDENTIAL BUILDINGS . NEW 2"xl2" F.J. • 16" O.G. (2)1 3/4"XII 4,V4 LVL E APSULATED 6�, ,�� INTER-WIRED FIRE/SMOKE AND CARBON MONOXIDE 8I' I 14'-8" ( I IT,_O„ POST' AGQ POST BACKUP ASDPER N PA 20 AND TERr SEC. R514 0 (2)2"xl2" FLUSH_ _ 12" COLUMN WRAP I AND 8315 OF THE 2020 RESIDENTIAL GODS I WITH 20 X2o STONE OF NYS SHALL BE INSTALLED IN DWELLING Y �• ;,� 4"xb" POST BASE UNITS OUTSIDE OF EACH SEPARATE ,; (4-1 CONCRETE SLAB I SLEEPING AREA IN THE VICINITY OF THE W/6Xb I$MM OVER NEW 2 xl2 F.J. m I6 O.G. 6 MIL V.B. ON 4" - (4" CONCRETE SLABBEDROOMS. WHERE AFUEL-BURNINGCOMPACTED &RAVEL I _ I POST FROM APPLIANCE IS LOCATED WITHIN A BEDROOM c� ON COMPACTED SOIL I W�bXb I$ vvWM OVER 4 _ cv - POST FROM ABO` OR ITS ATTACHED BATHROOM, CARBON 3,500 PSI I I COMPACTED GRAVEL O _ _ ON COMPACTED SOIL _� __ cv -.._,. -._ ABO OF OVER PA MONOXIDE DETECTION SHALL BE INSTALLED TIO O I dJ I 3,500 PSI dJ 0 vaulted c�ilin _ •• o „ I� GARAGE g ►au �r O WITHIN THE BEDROOM. N I I civ I I N X e'-o" G.H. * 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE m UNEXCAVATED * I I 8" POURED CONCRETE BEADBOARD WITH THE LATEST EDITION OF THE N.E.G. FOUNDATION WALL (TYP) 4 xb I RAIL TO CODE CEILIN& I N < TO BE x 5. ALL CONDITIONS AND DIMENSIONS POST TO 4"xb" POST � TO BE VERIFIED IN FIELD BY THE z # �t I 10x20 P. GONG. FOOTING (2)2"xl2" FLUSH GENERAL CONTRACTOR AND REPORT Q I I I KEYWAY•REBA3b BELOW — — m v ANY DISCREPANCIES TO ARCHITECT � I I I GRADE. (TYPICAL) - Q p AGO POST I PRIOR TO START OR CONTINUATION Z I I I � NEW 2"x12" F.J. m 16" O.G. BBQ OF WORK _ _ (2)1 °/4_XII Y4" LVL-GIRDER-ENG PSULATED 4. NO GALV. NAILS OR CONNECTORS IN O z I I X DOJBLE JOIST UNDER WALL ABOVE O AGQ. LUMBER ARE PERMITTED. ALL a DROP FOUNDATION — — — — — — CONNECTORS AND FASTENERS FOR AGO x v m I I FOR DOOR I I 12" POURED CONCRETE - - PROPANE Hzj4'2"L CHEEK WALL QxaDOWN DOWN TANK CABINET �VW�F l LUMBER MUST BE STAINLESS STEEL OR o MIN. 56" BELOW 6RADE m cv IOQx'7Q OVERHEAD DOOR HOT DIPPED GALVANIZED G-185. a Fw° r 5. AS PER 5EG. R510 EACH HABITABLE F Q N - - - - - - - - - - - - - - - � 50X50XI5 °o=z 3: ROOM SHALL HAVE AT LEAST ONE �z►-� v W [Q c� POUR. GONG. FOOTING (TYP)—/ 2-10/2 10-3 2-lOy2 8-O 8-O 17-2 O" o Q� ro W OPERABLE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR MN 30yap Y I b'-0" 18'-0" OPENING OF 5.7 50. FT. (GRADE o z F=w_q a n 0)z v Ilk34-o W, X< F-0Onmp� x O FLOOR OPENINGS SHALL HAVE A w tu� N z MINIMUM CLEAR OPENING OF 5.0 SQ. FT.). THE MIN. HT. OF OPENINGS TO F o N BE 24" AND MINIMUM WIDTH TO BE 20" N�,upz�O�=om AND THE BOTTOM OF OPEN I NGS NO o o W Q Q m in w HIGHER THAN 5'-8" A.F.F. Q N o�o P r o 2 Q EX00 �r N 6. ALL WOOD POSTS SHALL BE BUILT �°'o> =o Q —OU I���T I O I� ���� FLOOR ���� UP WITH (2) 2X4'5 NAILED TOGETHER W/ N w��� m�o� 10d NAILS © 8" O.G. UNLESS OTHERWISE u N N o w u a = NOTED ;10 SCALE: 1/4" = P-O" SCALE: 1/4" = P-O" a° ��°W z a v e 7. ALL FRAMIN SHALL GOMPLY WITH w$ < 3:<W _W x THE 2020 RESIDENTIAL GODS OF NYS Q Q► m o a o S 8. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE AGQ LUMBER-U.O.N. C1. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CON57RUCTI ON. FINAL ELECTRI G TO 40 16'-0" 01 BE DETERMINE IN THE FIELD .ISI b" 10. ALL ANCHORS, STRAPPING AND ttG 2 ; d) CONNECTORS AND HARDWARE TO BE TRONG TIE OR AN APPROVED (2)2"XB" - „ NEW 2"x8" R.R. m 16"O.G. NEW 2"x8" R.R. o 16" O.C. STALLED AS O MANUFAGTURE AND TO BE IN iv 18 �I' PER MANUFACTURE WRITTEN INSTRUCTIONS- UNLESS OTHERWISE NOTED 11. ALL ENOINEERED_, a . ER TO BE . . o GLAD ED AND SEAL ASREG2 IRED 70 PROTECT A5AINST . . n PLATE HEIGHT n ;: NEAT ER ENVIRONMENT H z NEW 2"x8" R.R. o Ib"' O.G. NEW 2"x8" R.R. • I6" O.G. fx ........... ...................................................... .......... NEW 2"xb" 0.1. m 16" O.G. 0 O b'-8" WALL N O PLATE HEI GHT r TO BEAM E } P QC NEW(2)I 3 "x14" LVL RICOE n LOFT AREA " WALL KEY _ N _.... ........:.......:.:: ... ,::..:- NEW WOOD FRAME GNST rr�� n V O RAIL TO CODE . .......... O NEW POURED CONCRETE — r 4"x4 P05T UNLESS OTHERWI5E ® NOTED a ® HOLD DOWN AS NOTED — N X X N ;...,.:'........::..::::::::::::::::::::::.::.:`:::::.:: HARD WIRED SMOKE !- cr cVj .......... . ....... ....... .. cV Or DETECTOR W/ BATTERY Z NN ..... ... .................. .......... ...... BACK-UP N (� N I. dJ Q HARD WIRED CARBON MONOXIDE E .......... _ - - )� � OL Q I - - I _O E2 R A.F.F. BACK UP NA PER 2020 RESIDENTIAL CODE OF NYS NEW 2x8 R.R. ® I6 O.G. NEW 2x8 R.R. m 16 O.G. , ` (� O-�•- #012dJ — � 8'-0" O O 161-011- UL 6'-O" 0 � z l.n � n m 0 10FT PLAN 00 PLAN ry ry z9 " WWI— w SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" N < z LU O Q v IY „',,,TODD O'CONNELL Aj RCH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 POST F(631)650-6667 T.O. RIDGE STRGUTU_TO BEAM - - AC(516)658-0325 ANDERSEN CASEMENT ELEV. +18'-8° IZ WINDOW ................ . . rr�rr.if ft r 15fi;r ` � r N-1 3 w .._..._...._ I .............. .. ..... ......,.......,.. .. N -- T.O. PLATE LLJ . .. .. ........ I.............. .... \. �11 ._:�- .yam I _ : f t2 STANDING SEAM METAL / .::.......::...................:..........:: ............ . El v 171 ROOF OVER SKIRT ROOF 24” SKIRT ROOF f D/ / \ \ CASEMENT r, " n WINDOW ) r: ' FRAMED 2 xb ® 1b ,O.G........::. ..... ..:::............... ....... tl: ,... ROOF OVERHANG / \ &LE _... . _.. .... ... ,�.../ \...\....... c _ ASPHALT SHIN / .._ _ ... _.._ ..... ROOF TO BE f .... ................... ........ . f FLASHING (TYPI ::.._ ... SELECTED f 6" � CRICKET A5 J T.O. LOFT FLOOR REQUIRED J I T.O. PLATE 1L 1L ELEV. +5'-0" - - � N m >tn DECORATIVE BRACKET nIt 12" COLUMN WRAP = 2.. 2 ® - ANGLE ANGLE TO BE SELECTED 12" GO I 18 IB -- _ ENCAP5UALTED L WRAP r COLUMN N STRUCTURAL BEAM . . TO BE SELECTED t!1 O 30" -..._ ....._.. .G m. Z # OQX 1Q OVERHEAD DOOR — .............. CULTURED STONE Q TO BE SELECTED -- wr t' _ _.. . _. ... ......... ..ANGLE -.. VENEER TO BE C : •. r w ...... ......-......................D ............ .. .. ... .......... ...... SELECTED VENEER TO BE _�- _. ....... .. w- SELECTED _ O...... _ � 20"X20" STONE PIER T.O. SLAB z GRADE _ .. .;.... .. 7f ..............3 GRADE &RADE GRADE v 3 11 BUILT-IN BBQ UNIT p XHN� C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J � — w°-w FUoo - - - - - - - - - - - - - - 1- - - � LL i-- ?off � QQrW }- W wZVNZ�F�HU_1 CD W1L���zo�m� lU pNR �d1W� SOUTH ELEVATION EAST ELEVATION rte- )-Q�*zpU1F`� � o Q SCALE: 1/4" = I'-O" SCALE: 1/4" = P-O" Q w F o f o 'n''WNZM30�06 �w"uDu, 'n Id QNOda �zV� v�Kv�w1-wv��� v �'O>WxpOIL�p� -7 ' �uNpOQm�VOO �- wtLRx wv� �F-ZOoNZ �� Z 11-1 111 tu T-T m T.O. RIDGE ELEV. +18'-8" o a LI ANDERSEN CASEMENT _ / \................ WINDOW �TYP) T.O. PLATE _...................... ......... \.._. -. ELEV. +b'-8" .. ................... _. .. . - _._.. ............ ... . . . ....... .. ......_....... � m .... ._... / .................................... \ 12 O .. .. ... .. ...... \� y _ ................. �S . . ... } T : I . ... .. I—] ' < ,. .r, .._ /.. ........................................ \. OVEORHAN& nn�� FLASHING (TYPI f .............. (- 1!' :.......... ...........:................................... - - .. . . .. - .�. _ - - . - -. 0 _... � T.O. LOFT FLOOR / I...::.:. # - _ ELEV....................................._..................................................... + - T.O. PLATE / \ c' ELEV. +8'-0" - - _ _ 2.. �.._..;, r._ ,:.,.:.lm .......... :. 2 roxb SUPPORTING 12" COLUMN WRAP b „ ;I. _._!._ b Xb 18 18 TO BE SELECTED ANGLE :r ANGLE BRACKET ................................................................................... ....... ... . ..... CULTURED STONE VENEER TO BE y u _.,. A _.,..,...., z _ . -" _l SELECTED ... .m.:m;. BE SELECTED — ily 1.1-1 20"X20" STONE PIER =7 AB ELEY L o-o b. &RADE GRADE ' + GRADE _ GRADE O L I- � to - Q � - - - - - - - - - - - - - - - - - s�_---------_----A - - - - - - - - - - - - - - - - - - _ - - - - - - � � � cn0 tu NORTH ELEVATION NF-5T ELEVATION OL 50ALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" z OL m a w N O � d -� � d V " - HURRICANE ANCHORS MANUFACTURED BY SIMP50N STRONG-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BY jA'kVlrl 1 7 Et T S.. RAFTER TO PLATE CONNECTION BOTH SIDES WHEN TODD O'CONNELL USP CONNECTORS MODEL No. TMU26,TMU210 ARCHITECT P.C. -RAFTERS DO NOT ALIGN WITH STUDS OR APPROVED EQUIVALENT AT EVERY :f) WALL STUDS a 1611 O.G. RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway SIMPSON STRONG-TIE CONNECTOR ➢ Ib 6a. COIL STRAPPING MANUFACTURED USP CONNECTORS MODEL No. 5T22 Suite 120 L. #H-1Z TO BE USED WHEN BY 51MP50N 5TRON6-TIE CONNECTORS OR APPROVED EQUIVALENT AT EVERY OF RAFTERS Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD MODEL No. GSI6 OR APPROVED EQUIVALENT RAFTER TO RIDGE CONNECTION USE A MINIMUM OF TINO Dd WHEN RAFTERS AL16N P(631)650-6666 NAILS THI5 SIDE WITH A ^° - F(631)650-6667 TOTAL OF FOUR INTO RAFTE I RIDE C(516)658-0325 BOTTOM PLA rT. RIM J0I5T o ® ° ° ` ROOF RAFTE DOUBLE TOP PLAir,('dreftt.Pi'f(S S r:; =rrr;r . STUD PLATE TIES MANUFACTURED BY 51MP50N 5TRON6-TIE CONNECTORS MODEL No. R5P4 �\ �\ OR APPROVED EQUIVALENT AT EVERY STUD SUB FLOOR ~ TO PLATE CONNECTION WHEN RAFTERS DO NOT FLOOR J015T �l ALI&N WITH STUD STUDS ® I6" O.G. v ° R I D5E 5TRAFF I N5 DETAIL ° TWO 8d NAILS Ib Ga. COIL 5TRAPPIN6 MANUFACTURED BY 51MP50N STRONG-TIE CONNECTORS INTO PLATES MODEL No. C516 OR APPROVED EQUIVALENT ALL NOTE: TO BE I6HT 8d NAILS I' INSTALLED AS PER MANUFACTURES N INTO STUDS SPECIFICATIONS AND NYS CODE WALL STUDS a Ib O.G. N O 5TRAFF I N5 DETAIL z FLOOR 5Tfi AFF I N5 DETAIL SCALE: 5/4" = 1'-0" J SCALE: 5/4" = 1'-0" z 111 USE SIMPSON Z-MAX OR HD6 CONNECTORS O TO INCREASE CORROSION RESISTANCE V Z FOR ALL HARDWARE IN CONNECTION HURRICANE TIES MANUFACTURED BY W/ AGO LUMBER. SIMPSON 5TRON6-TIE CONNECTORS MODEL No. H2.5 OR APPROVED EQUIVALENT AT EVERY w w j-: o PROVIDE HOLD DOWNS AT 1j" MIN. EDGE RAFTER TO BEAM CONNECTION BOTH SIDE DIFFERENCE ` F x w o O WALL STUDS ® Ib O.G. waw ALL CORNERS AND BOTH d=m o���� SIDES OF OPENINGS 6' °~wU �w 4 OR GREATER IN WIDTH `"° '<s ° ��F�Q wo [A o�zoF��N v�Qz DOUBLE 2X STU N 30TO d z fu 4, o Z a �N� V 5/6"dx12" STEEL ANCHOR a N o o w o tu v NOTE: 5IMP50N HDU5-SD52. BOLTS AT 5'-0" O.G. MAX. ROOF RAFTS ALL 5TLRAPPI PER MANUFACTURES MIN EMBEDMENT OF -1" - F Q Q o o } SPECIFICATIONS AS P AND NU GORE POST GAP MANUFACTURED BY SIMPSON qQ� Q� xz 912 STRONG TIE CONNECTORS MODEL No. BGS2-5/6 Q v w ® OR APPROVED EQUIVALENT INSTALLED z o j o Bol TOM PLA II v SEE PLAN—o" 9 AS PER MANUFACTURES SPECIFICATIONS U m o w o tu ACO SILL PLA ® �� �x m D Q N CORROSION-RE515TIVE: FLASHING BEA o =F o w w vcn)Ho � V 00 JU a �uNm�Q :n�oz [A AND TERMITE 5HEIL z SLAB ON &RAD 4 DECORATIVE COLUMN COVER i o a z ,n Ib Ga. STRAP TIES MANUFACTURED6x6 COL I I x BY SIMPSON STRONG-TIE CONNECTORS � HFQQHNOQFO� D ° II ODEL No. C5I6 OR APPROVED EQUIVALENT. COLUMN BAS a STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. v "x5"xY2" STL. BEARING PLATE MANUFACTURED 51MPSON STRONG-TIE CONNECTORS MODEL No. L5 NG Oil BOLT D T I L LBPSvz OR APPROVED EQUIVALENT r^ II IGAL�5/e"xl2" HOOKED ANCHOR BOLT 5/8" THREADED STEEL RO SCALE: 3/4" = I'-O" I - a 51-0" O.G. - W/"1" MIN. EMBEDMENT INTO CONCRETE SIMPSON HDU5-5D52. FOUNDATION 5TRAFF HIN I NO DETA I LAS P. CONC. 5L I USE SIMPSON Z-MAX OR HDC CONNECTORS ° l � SCALE: 5/4" = 1'-0" TO INCREASE CORROSION RESISTANCE WHEN NOT ALIGNED WITH RAFTER, FOR ALL HARDWARE IN CONNECTION ° CONNECT KING STUDS TO TOP PLATE, W/ A00 LUMBER. COLUMN BASE MANUFACTURED BY a SEE ROOF STRAPPIN6 DETAIL WRAP V4" GALS. 20 &A. COIL STRAP SIMPSON STRONG-TIE MODEL VER TOP OF TOP PLATE # NAIL No. 05066-SD52 INSTALLED °a AS PER MANUFACTURERS ROOF FRAMING SPECIFICATIONS OR APPROVED EQUIVALENT ° O P. GONG. CHEEK WALL Z CRIPPLE DOUBLE 2X STUD 'ORO 5TRAFF I N5 DETAIL I L cV STUDS DOUBLE TOP PLATE v v v U. SIMP50N HDU5-5D52.5 SCALE: 5/4" = 1'-0" # } FADER c- JACK II Z HA STUD I I •�- FULL LENGTH a I Q WALL STUDS HOOKED ANCHOR BOLT — —� FRAMED OPENING FOR NEW II MIN 12" PENETRATION WINDOW OR EXTERIOR DOOR a U INTO FOUNDATION Q— o �z � _ Q Q �� 0 -TT — � I-17- Nps' STfi�,�fi�fi'I N5 DETAIL Q -1::) UPLIFT CONNECTION 15 REQUIRED (f O O NO UPLIFT GONNEGTORS AT EACH END OF THE HEADER AND AT :SCALE5/4" = I'-O" BOTTOM OF HEADER STUDS IN ADDITION (J� REQUIRED TIHI5 AREA I I TO CONNECTORS AT WALL STUDS AND OL II AT TOP AND BOTTOM OF CRIPPLES. O Z 0 6 &a. STRAP TIES MANUFACTURED W tu BY SIMPSON STRONG-TIE CONNECTORS USE SIMP50N Z-MAX OR HPO CONNECTORS W MODEL No. CSI6 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE F- STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTIONx- AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ACG LUMBER. Z� Z O N � i N • Ui�L I TCONNECTOR DETAIL � " w z SCALE: 5/4" = I'-0" O p p f : ,` 'ARC H.,i. TODD O'CONNELL ~ ARCHITECT P.C. �) TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 RQ05.1 _ICE BARRIERS F(631)650-6667 PROVIDE ICE PROTECTION HiICH CONSISTS OF AT LEAST 2 1 °/4'X11 Y4" LVL RIDGE C(516)658-0325 LAYERS OF UNDERLAYMENT CONTINUOUS VENT CEMENTED TOGETHER OR A FINISH TO BE SELECTED TECO vr�vv;r'ljno-- C�`ff r-fc-„rnf{i SELF-ADHERING POLYMER —2'�° 4” GONGRETE SLAB W/ MODIFIED BITUMEN SHEET TO 611W10/10 WWM `Z " " ' 2 x8 R.R. ® Ib" O.G. I' rf':+�r�zrrrr;3•, EXTEND FROM THE LOWEST COMPACT GRAVEL FILL EDGES OF ALL ROOF SURFACE'S A POINT NOT E55 THAN 24 IN INCHES INSIDE THE EXTERIOR PITCH SLAB WALL LINE OF THE BUILDING. 2x8 R.R. m 160 O.G. 12 GYPSUM WALL BOA t1 LOFT AREA FLASHING (TYP) 4 CULTURED STONE FAGSTF 1/2" GDX PLYWOOD SHEATHING TO BE SELECTED O 000 -000 I�-FLASHING (TYP)ASPHALT SHINGLES OVER I5# 00rQ° o 0000o000 O \10 r 2"X8" R.R. ® I6" O.G.BUILDING FELT 0 0 X00� ,,0 Oo 00o ASPHALT SHINGLES TO BE `9 ' r,SELECTED OVER 15# Q—IBUILDING FELT v2"X12" F.J. ® Ib" O.G.VINYL SOFFET COMPACT FILL D CEILING FINISH AND CONTINUOUS VENT FINISHED GRADE / TO BE SELECTED ALUMINUM DRIP EDGE I 4x5 ALUMINUM 6UTTER W/ 12" POURED CONCRETE 5x4 ALUMINUM LEADER TO O _.. .......... . lT" 2x6 FASCIA- i FOUNDATION BE SELECTED BY OWNER SIS° MID SPAN �- i O ON 1"Xb" FASCIA BOARD - (5)1 3/4"x 1 I Y4" LVL ENCAP5ULATE N m W/VENTED SOFFIT BLOCKING O ALUMINUM 6UTTER H # TO BE SELECTED Z GARAGE Oi z HURRICANE ANCHORS MANUFACTURED T (2) #4 RE-BAR I1-4" O.H. BY SIMPSON STRONG-TIE , � CONNECTORS MODEL No. H2.5A OR TYVEK HOUSE WRAP OR dJ APPROVED EQUIVALENT AT EVERY p APPROVED WATER PERM. 4" CONCRETE SLAB Z RAFTER TO PLATE CONNECTION BOTHSURFACE ON i/2" GDX W/(oXb is WWM OVER 11 2"X4" STUDS m 16" O.G. SIDES12" 6 MIL V.5. ON 4" Z PLYWOOD SHEATHING ON COMPACTED GRAVEL I/2 GDX PLYWOOD SHEATHING 2x4'' STUDS ® I611 O.G. ON COMPACTED 501L TYVEK HOUSE WRAP CHEEK MALL PETA I L GRADE 3500 PSI GONG. GRADE I � M o z�N SIDING TO BE SELECTED SCALE: 1" = 1'-0" - W POURED CONCRETE 4" CONCRETE SLAB 12" POURED CONCRETE CHEEK WALL O Q 'm �� FOUNDATION WALL (TYP) W/ bXb 6 WWM OVER a =M O-_ O 3 m b MIL V.B. ON 4 MIN. 56" BELOW cn o����Foo COMPACTED GRAVEL GRADE �' o Q w } 10x20 P. GONG. FOOTING ON COMPACTED SOIL UM41--o"T z z°_ m M W/(2) #4 REBAR W/ 2"x4" 5,500 PSI GONG. [a � KEYWAY; MIN. 56" BELOW v a o o W N`H �� Y GRADE. (TYPICAL) p z x z w N v va �ooWo . w v 5/4" PLYWOOD SUBFLOOR SECTION A �o 2 x4" Ib O.G. LU Q-Q w o�U ~ SCALE: 1/4 ASPHALT SHINOLE5 TO 11 - II - I -0 z 12 BBE UItLDIN6ILI GTFELT JUED OVER 15# UN� Q�ro�o N /2 GDX PLYWOOD SHEATHING 2x8 R.R. a l b O.G. N F w F M m i3o s 2"x12" F.J. m Ib" O.G. O 5 M F O iT V 01 RIM JOIST HURRICANE ANCHORS MANUFACTURED BY M x v M O _ O Z SIMPSON STRONG-TIE CONNECTORS MODEL z�"O-00W<'), �' z No. H2.5A OR APPROVED EQUIVALENT AT O -3�O m z� b 2"x4" o Ib" O.G. SIEVERY RAFTER TO PLATE CONNECTION BOTH Q=y $ $ 0 \ 2x1 SOFFIT FRAMING • I6" O.G. ALUMNIUM DRIP EDGE GEILIN&FINISH TO BE SELECTED BY OWNER ALUMINUM CUTTER j ; TO BE SELECTED !' FASCIA TO j BE SELECTED (2) 1 s/4'XII V4" LVL GIRDER 2x4 STUDS ® 1611 O.G. ENGAPSUALTED 12" COLUMN WRAP W/ 6"X6" ACG POST 1/2" GDX SHEATHING SIDING TO SELECT EXPANSION JOINT (2)2x4 ACO SILL PLATE 4" CONCRETE SLAB 5/6" ANCHOR BOLT 0 V-O" O.G. W/6X6 IS NW OVER 6 MIL V.B. ON 4" SILL INSULATION d COMPACTED &RAVEL TERMITE 5HEILD ON COMPACTED 501L PORCH ROOF DETAILo 5,500 PSI z II 6 MIL POLY VAPOR I I 50ALE: I" = I'-O" Z I BARRIER11-1 FQ I 1 0000�oQ Cl) 000�o�000�o�000� o 00 "J00r t)-( -1 __= oo Qoo�Qoo Qom^ 6" COMPACT FILL III— ll m T 2x4 KEYWAY YN�IEAL 8" WIDE FOUNDATION Z LH Q �— 10"x20" DEEP 5,500 P51 CONCRETE Q- FOOTING (2) #4 HORIZONTAL STEEL REINFORCING BARS IN EACH DIRECTION 20" p <Z to T MALL DETAIL Q Q:21 50ALE: I" = I'-O" O O CIL � � z Olum lu m o N O j cv z N Q z N O Q v TABLE R602.5(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS TABLE R602.3(I) TABLE R602.3(I) BEARING WALLS NON-BEARING WALLS FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN A VZ`Hj T E C f'S. NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY ITE DESCRIPTION OF EUILDING ELEMENTS OF FASTENER a,bc SPACING AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,bA STUD 51ZE 5UPPORTING TWO UNSUPPORTED UNSUPPORTED TODD O'CONNELL INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING _ARCH ITECT P.C. ROOF EDGESh caUPPORTSGe (INCHES) g SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE (INCHES) g g g 4-8d BOX(2 �"x0.113") OR ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC, ASSEMBLY (INCHES) HEIGHT (INCHES) (FEET) (FEET) BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON(2 Y2"X0.131");OR WOOD STRUCTURAL PANELS, BLE R OR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL I TO TOP PLATE 3-I0d BOX(2 Y2"X0.128");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE 8602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TODD O'CONNELL, AIA 3-3"X BOX.131" NAILS bd COMMON 2"X0.113" NAIL 5UBFLOOR,WALL I f 30 °/e" -Y�" 8d COMMON(2 Ys"X0.131")NAIL(roof);or RSRS-OI 6 12 1200 Veterans Memorial Highway (2 5%5"X 0.113")nail (roof) Suite 120 4-8d BOX(2 J"X0.113")OR 31 156z' - I" ad COMMON NAIL(2 Y2'XO.131");or R5R5-01; b i2f Hauppauge,NY 11788 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(2 5/e Y2"X0.131");OR PER JOIST,TOE NAIL (2 " X 0.113")nail (roof) 3-I0d BOX(2 Y2'X0.125'9;OR P(631)650-6666 3-3"XO.131" NAILS Iod COMMON(3"X0.148")NAIL;OR 32 I Y°" - l Ya" 8d(2 Y2"X0.131") DEFORMED NAIL 6 12 F(631)650-6667 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX(3"X0.128") OR OTHER WALL SHEATHING 3 LAPS OVER PARTITIONS 3-Ibd COMMON(3 Y2"X0.162");OR C(516)658-0325 FACE NAIL Y2"STRUCTURAL CELLULOSIC,FIBERBOARD I Y2"GALVANIZED ROOFING NAIL,%"HEAD (see Section 8802.5.2 and '"able 802.5.2) 4-3"X0.131' NAILS 33 SHEATHING DIAMETER,OR I,4"LONG 16 ga.STAPLE WITH 3 6 r• �t r.r SrfCGr�rr Xaf rtrfSI, (,. r( {a Xb"or I"GROWN 2X4 10 24r, I6r -- 24 10 16 r CEILING JOIST ATTACHED TO PARALLEL RAFTER TABLE 8802.5.2 n I s/a"GALVANIZED ROOFING NAIL,7{b" HEAD 2X6 10 24 24 16 24 20 24 `I (HEEL JOINT)(see Section R 502.5.2. and Table R ,02.5.2) FACE NAIL 34 /s2'STRUCTURAL CELLUL051C FIBERBOARD DIAMETER,OR I Y2" LONG 16 ga. STAPLE WITH 3 6 SHEATHING 7(b"OR I" GROWN FOR SI: 1 INCH = 25.4 mm, I FOOT = 504.Smm =' d I Y2" GALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE �� j 4-IOd BOX 3"x0.128" OR 35 Y2"GYPSUM SHEATHING GALVANIZED,I Y2" LONG;I Ya"SCREWS, 7 7 51DE 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 5 COLLAR TIE TO RAFTER,FP GE NAIL OR I,4" X 20ga. 3-IOd COMMON(3 Y2"X0.148");OR TYPE W OR 5 + )r\ RIDGE STRAP TO RAFTER 4-3°X0.131"NAILS FAGS NAIL EACH RAFTER d 5 WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. I /a GALVANIZED ROOFING NAIL;STAPLE 3(o 5/e" GYPSUM SHEATHING GALVANIZED, 1 %," SCREWS,TYPE W OR S 7 b. SHALL NOT BE USED IN EXTERIOR WALLS 3-I6d BOX NAILS(3 �"X0.135") OR 2 TOE NAILS ON ONE SIDE WOOD 5TRUSTRUAL PANELS,COMBINATION 51.15FLOOR UNDERLAYMENT TO FRAMING G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO cS 3-I0d COMMON NAILS(3"X0.148");OR AND I TOE NAIL ON OPPOSITE 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. " r_,. - RAFTER OR ROOF TRUSS TO PLATE bd DEFORMED(2"X0.120")NAIL;OR .t n�,� b 4-Iod BOX(3"XO.128");OR SIDE OF EACH RAFTER OR 37 g/4'AND LE55 6 12 S 0 4-3"X0.131"NAILS T�SSI 8d COMMON(2,2'Xa.I31") NAIL 8d COMMON(2"X0.131') NAIL;OR TABLE 8602.10.4- BRACING METHODS 'f 4-Ibd C �"XO.155'90 OR 38 Vie" - I 8d DEFORMED(2 Y2"X0.120'7 NAIL b 12 3-IOd COMMON(3"X0.148");OR TOE NAIL CONNECTION CRITERIA `-•' 'E� ' 4-I0d BOX(3"XO.I2a');OR IOd COMMON 0"x0.148")NAIL;OR METHODS, MATERIAL MINIMUM THICKE55 FIGURE ' _�- 4-3"XO.131" NAILS 3q I Ye' - 1 Y4" 8d DEFORMED(2 Y2"X0.120")NAIL 6 12 FASTENERS SPACING � ROOF RAFTERS TO RIDGE,'JALLEY OR HIP RAFTEiZ3 OR ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM 3-I6d BOX(3 'X0.135")OR FOR 51: 1 Inch = 25.4 mm, I foot = 304.8 mm, I MILE PER HOUR = 0.447 m/s;I ksl = 6.8g5 MPa EXTERIOR SHEATHING PER 6"EDGES 12" FIELD 2-I6d COMMON(3 Y2"X0.162");OR TOE NAIL TABLE 8602.3(3) _ 3-Iod BOX(3"X0.128");OR a. NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING C,5-NSP 3-3"X0.131" NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS A5 SHOWN: 80 K51 FOR SHANK DIAMETER OF O.Ig2 INCH(god CONTINUOUSLY SHEATHED 3/8uF I m WALL COMMON NAIL),g0 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER DIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(I)or 8602.3(2) VARIES BY FASTENER Ibd COMMON(3 Y2"X0.162") 24"O.G. FACE NAIL Q N b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 1116-INCH ON DIAMETER GROWN WIDTH. 8 STUD TO STUD(NOT AT BRACED WALL PANELS) IOloci(3"X0.128");OR c.NAILS SHALL BE 5PAGED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. 0 3"X0.131") NAILS 16" O.G.FACE NAIL d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 1-FOOT PANELS SHALL BE APPLIED VERTICALLY. e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). F- # Ibd SOX(3 Yz'X0.135");OR f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO G=_Gbc Z STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0 OX NAILS 12" O.G.FACE NAIL GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED Q q NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 48 INCH 3/811 SEE METHOD GS-NSP SEE METHOD GS-NSP F V CORNERS(AT BRACED WALL PANELS) l� WOOD STRUCTURAL PANEL I6d COMMON(3 Y2"X0.162'7 16" O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. Z ADJACENT TO GARAGE J g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1316 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING = OPENINGS Ibd COMMON(3 Y2"X0.162") 16"O.G.EACH EDGE FACE NAIL SHALL CONFORM TO ASTM G 208. O 10 BUILT-UP HEADER(2" TO 2" HEADER WITH Y2" SPACER) h.*d BOX(3 Y2"X0.135") 12" O.G.EACH EDGE FACE NAIL BLO KSPAING AND AT FLOOR PERIMETERS ONLY.ING OF FASTENERS ON FLOOR ING EDGES APPLIES TO SPACING OF FASTENERS ONEL EDGES SUPPORTED BY ROOF SHEATHING PANEL EDGESNG APPLIES ETRS AND REOUIRED < O PANEL EDGES Z SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO 5-Sd BOX(2 Y2"X0.113"9;OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THI5 CODE.FLOOR PERIMETER SHALL BE II CONTINUOUS HEADER TO STUD 4-8d COMMON(2 YZ'X0.131");OR TOE NAIL SUPPORTED BY FRAMING MEMBERS OR 50LID BLOCKING. 7� 4-I0d BOX(3"X0.128" I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THI5 SCHEDULE ,PROVIDE TWO TOE NAILS C,5-PF .1 SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 U ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING Jo15T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON CONTINUOUSLY SHEATHED / } w -1 w p Ibd COMMON(3 Y2"X0.162"I O.G.FACE NAIL THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z PORTAL FRAME /16 12 TOP PLATE TO TOP PLATE IOd SOX 3"X0.128"•OR ~ O Q z I,- 16" w w o yx ,- ,Va 3"X0.131")(NAILS ) 12"O.G.FACE NAIL TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES I Y?." long X 0.12 did. o 8-Ibd COMMON(3 �"X0.162");OR FACE NAIL ON EACH SIDE OF (for Y2" thick sheathing) m O J Q o FROM WIND (ASD) (POUNDS PER CONNECTION) a•bc,d,e,f ah 25 5 4 o w w 12-Ibd BOX(3 Y2"X0.135");OR END JOINT(MINIMUM 24"LAP d Y2 Or �32 f Or I /4' long X 0.12 dia. H v O= m I3 DOUBLE TOP PLATE SPLICE 12-lod BOX 0"X0.128");OR SPLICE LENGTH EACH 51ME OF GS SFB „ (for 25162" thick sheathing) 3"EDGES 6" FIELD z v z O H,t_N 12-3"X0.131"NAILS END JOINT) EXPOSURE B CONTINUOUSLY SHEATHED max I I1'IUm 16 galvanized roofing nails or 8d common w ' F z w Ul}F Q STRUCTURAL FIBERBOARD Ma s ac in (2 Y2" long X 0.131"dla.)malls v N U U 0 0 z Q O to StuULTIMATE DESIGN WIND SPEED Vult (mph) p g o,n`��'(Y J m�w F V RAFTER OR ROOF SPAN 130 mph 140 mph z $Q z o k z W 0 TRUSS SPACING (FEET) p p �� F 0 0 m°d = 0 ROOF PITCH ROOF PITCH FOR 51: 1 INCH = 25.4 mm, I FOOT = 504•.8mm, I degree 0.01'75 rad, I pound per square foot=4'1.8 N/m2, I mile per hour 0.44'1 m/s. o�)w p t x a F--0 w v F- w=z-dw0 I6d COMMON(3 Y�'X0.162") 16" O.G.FACE NAIL <5:12 >5:12 <5:12 >5:12 a. Adhesive attachment of Wall sheathing Including Method GB, shall not be permitted in Seismic Design Categories G, Do, D1 and D2. 9 Q� Q W�T z o 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 Q�2 60 to P o-i a BOTTOM PLATE TO JOINT,RIM JOIST,SAND JOIST O¢ } 14 BLOCKING(NOT AT BRACED WALL PANELS) I6d BOX(3 Y2'xO.I35");OR 12" D.G. FACE NAIL 12 15 88 122 113 of the garage. In Seismic Design Categories Do, DI, and D2 roof covering dead load Shall not exceed 3 psf. �w o z�'o n 4l oo m 3"X0.131") NAILS 18 122 112 157 146 c. Garage openings adjacent to a Method GS-G panel shall be provided with a header in accordance with Table R602.5 (1). A full o° w~Q N 24 141 137 112 178 3-I6d BOX(3 Y2"x0.135");OR 3 EACH 16"O.G. FACE NAIL height clear opening Shall I not be permitted to a Method GS-G panel. Q o a-o z�U~ 28 167 155 216 200 oN� -ozLo',� 15 �TTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(3 Y2"X0.162");OR 2 EACH Ib"O.G.FACE NAIL 12 O.G. d. Method G5-5FB does not apply in Se(smic Design Gategorles Do, D1 , D2. � m N Q��,���a N BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131"NAILS 4 EACH Ib"O.G.FACE NAIL 52 185 170 240 222 e. Method applies to detached one and two-fomil dwellin 5 in Seismic Design Categories D throw h D onl v W w v Q m V 36 203 186 264 244 pp y g 9 9 0 9 2 y a-�w X W O o�_ 0 4-8d BOX(2 "x0.113");OR 42 230 211 300 278 0)o a= °w",n w 3-16d BOX(3 Y2"X0.135"9;OR 48 258 236 336 311 4-8d COMMON(2 Y2"X0.131");OR TOE NAIL 12 126 117 162 150 z w m o J m U o z TABLE 8602.10.5 I SNC}� -azo xuwaazNi0 - MINIMUM 0 Z 4-IOd BOX 3"X0.128");OR (g 162 141 201 114 U H O N z 0 w Ib TOP OR BOTTOM PLATE TO STUD 4-3"X 0.131 NAILS 24 118 182 255 237 MINI MUM LENGTH OF BRACED WALL PANELS 12, 4* Q 3 a w 3-I6d BOX(3 �"x0.135");OR 28 222 203 287 266 2-I6d COMMON(3 Y2"X0.162");OR END NAIL I6 O.G. METHOD MINIMUM LENGTH w w o w Q w z a� �a �pp 3-Iod BOX(3"XO.I28");OR 52 246 226 511 215 (INCHES) CONTRIBUTING Q Q NODI O U o 3-3"XO.131" NAILS 56 270 247 351 325 ADJACENT CLEAR WALL HEIGHT LENGTH 42 306 281 51q 370 OPENING HEIGHT (INCHES) 3-10d BOX(311X0.12811);OR 48 1 343 314 447 414 (INCHES) 8 FEET q FEET Io FEET II FEET I2 FEET IR TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON(3 Y2"X0.162");OR 3-3"X0.131" NAILS FACE NAIL GS-HSP t 64 24 21 30 33 36 ACTUAL EXPOSURE G II] 3-8d BOX(.2 "x0.113');OR ULTIMATE DESIGN WIND SPEED Vult (mph) 18 I"BRACE TO EACH STUD AND PLATE 2-8d COMMON(2,2'X0.13117;OR 2-lod BOX(3"X0.128");OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph 2 STAPLES 1 5/4" TRUSS SPACING (FEET) TABLE 8507.2 3-8d BOX 2 xo.115");OR ROOF PITCH ROOF PITCH 2-8d COMMON(2 Y2"x0.131");OR DECK LEDGER CONNECTION TO BAND JOIST-.b 1q 1"X b"SHEATHING TO EACH BEARING 2-lod BOX(31'X0.128");OR FACE NAIL <5:12 >5:12 <5:12 >5:12 2 STAPLES, I"GROWN, Ibga.,l 5/4" LONG 12 161 151 I18 186 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF 3-8d BOX(2 "x0.113");OR 18 208 115 257 242 3-Sd COMMON(2)2"X0.131');OR 24 256 251 517 2q8 CONNECTION DETAILS JOIST SPAN 3-I0d BOX(3"X0.128');OR „ 28 25q 261 558 555 6AND LESS 61" TO 8' aT' To lo' I 10'1 TO 12' 1 121 TO 14' 144" TO 16' 1 160 TO IS' 3 STAPLES, 1"GROWN, Ibgo.,l 5/4" LONG 12 O.G. 52 521 211 5q8 5-13 ON-CENTER SPACING OF FASTENERS 20 I"X 8" AND HIDER SHEATHING TO EACH BEARING HIDER THAN I" X 8" FACE NAIL 56 353 321 438 411 INCH DIAMETER LAG SCREW c,d 30 23 18 15 13 11 10 WITH� INCH MAXIMUM SHEATHING 4-8d BOX(2 "X0.113");OR 42 402 375 411 468 INCH DIAMETER BOLT WITH INCH 3-8d COMMON(2 Y2"X0.131');OR 48 450 420 560 524 d 36 36 34 21 24 21 11 3-Iod BOX(3"X0.128");OR 12 214 201 263 247 MAXIMUM SHEATHINS 4 STAPLES, I"GROWN, I69a.,1 5/4" LONG l8 2-1'7 251 542 322 � INCH DIAMETER BOLT WITH I-INCH 36 36 241 24 21 18 16 FLOOR MAXIMUM SHEATHINS 24 540 318 422 516 FOR 51: 1 Inch = 25.4 mm, I foot =304.8 mm, I pound per square foot = 0.04'11 kPa 4-8d BOX(2�"X0.113");OR 16' O.G. 28 584 558 476 446 a. Ledgers shall be flashed In accordance with Section R703.4 to prevent water from contracting the house band Joist. 3-8d COMMON(2 Y2"X0.131");OR 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-IOd BOX(3"X0.128");OR TOE NAIL 32 427 518 521 416 b.Snow load shall rot be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER WW 3-3"X0.131" NAILS 36 461 458 583 547 c.The tip of the lag screw shall fully extend beyond the Inside face of the band joist. TABLE R501.7 F- d.Sheathing shall be wood structural panel or solid sawn lumber O 42 535 4qq 664 622 g 8d BOX(2 "X0.113") 4" O.G. TOE NAIL e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. z RIM JOIST,BAND JOI5T OR BLOCKING TO SILL OR TOP 8d COMMON(2 Y2"X0.131");OR 48 511 551 745 617 Up to 1/2-inch thickness OP stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable ALLOWABLE 22 PLATE(ROOF APPLICATIONS ALSO) Iod BOX(3"X0.128");OR b" O.G.TOE NAIL sheathing thickness where combined with wood panel or lumber sheathing. STRUCTURAL MEMBER DEFLECTION 3"X0.131"NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT 504.8mm, I MILE PER HOUR= 0.447 m/s, 3-8d BOX 2 "x0.113";OR s RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 2-Sd COMMON(2 Y2'xo.I31'7;OR I POUND =0.454kg, I POUND PER SQUARE FOOT 47.1 N/m , I pif 14.6 N/m TABLE 850'1.2.1 WITH NO FINISHED CEILING ATTACHED TO 4 23 I" X b" 505FLOOR OR LESS TO EACH JOI5T 3-Iod BOX(3"X0.128");OR FACE NAIL PLACEMENT OF LAO SGREWS AND BOLTS IN DECK LEDOERS AND BAND JOISTS RAFTERS A 2 STAPLES, I"GROWN, Ibga.,l 5/4" LONG Cl. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF 3-16d BOX(3,2'X0.135");OR HEIGHT AND WMINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS IND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT INTERIOR WALLS AND PARTITIONS H/180 24 2"SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON(3 Y2"X0.162') BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE FLOORS L/360 # TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE TOP EDGE BOTTOM EDGE ENDS ROW SPACING > Y"X 2-I6d COMMON(3 0.162") 25 2"PLANKS(PLANK d BEAM- FLOOR d ROOF) 3-I6d BOX(3,2'X 2 );OR AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE 8301.2(5) SHALL NOT BE USED TO MULTIPLY THE CEILING WITH BRITTLE FINISHES (INCLUDING L/560 TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGERa 2 INCHES" 3/4 INCH 2 INGHESb 15/8 INGHESb PLASTER AND STUCCO) P3-Ibd COMMON(3 'x0.162') HEIGHTS. CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 4-Io BOX OR BAND JOIST 3 b 5 b 26 BAND OR RIM JOIST TO JOIST 4-3"X0.131" NAILS;OR b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING /4 INCH 2 INCHES 2 INCHES I /8 INCHES GYPSUM BOARD) END NAIL 4-3"X 14ga.STAPLES,a"GROWN ASSEMBLY DEAD LOAD OF 15 PSF. FOR 51: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 L EAG LAYER 5 oLLows: c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF a, LAG SGREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). god COMMON(4"XO.Ig2");OR 32"O.G. AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOADa WITH PLASTER OR H/360 AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES Z Z 24" O.G. FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R5o1.2.I(1). loci Box(3"x0.128");OR MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING AND BOTTOM STAGGERED ON a X - 27 BUILT-UP GIRDERS AND BEP,MS,2-INCH LUMBER LAYERS 3"X0.131" NAILS EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 y` OPPOSITE SIDES CORNERS. AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED BRITTLE FINISHES 2-20d COMMON(4"XO.Ig2");OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE a d 3-Iod BOX(3"X0.128");OR AT EACH SPLICE EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120 REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED 3-3"X0.131"NAILS FINISHES. C FORGES. EQUIVALENT U-FACTORS 4-I6d BOX(3 j"X0.135")QR e ` 3-Ibd COMMON(3 Y2"x0.162");OR AT EACH JOIST OR RAFTER, f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS SUPPORTING MASONRY VENEER WALLS L/600 r 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-10d BOX(3"X0.128");OR FACE NAIL CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 pif FOR EACH FULL CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 4-3"XO.131 NAILS WALL ABOVE. FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS O Z r(2_1_,.2,, Iod 0"x0.128'7 or 2-8d common g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR UI-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE2q BRIDGINGORBLOCKINGTG JOISTEACH END,TOE NAIL HEREIN, THE WINDLOAD SHALL BE PERMITTED TO BE TAKEN x 0.131";or 2-3"x 0.131")nails SHALL PERMITTED. AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS h. THE TABULATED FORGES FORA 12-INCH ON CENTER SPACING SHALL BE PERMITTED TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 4i. 0.52 ;•'0.55 0.026 0.060 O.OaIB 0.04'1 0.05a % 0.065 i OBTAINED FROM THE TABLE 8301.2(2). V / i b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. r O 5 0.30 0.55 0.026 0.060 0.082 0.055 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN V I TABLE R602.3(3) ROOFS OR WALLS OF 5UNROOM ADDITIONS OR PATIO WOOD PANEL WALL. SHEATHING FASTENING SCHEDULE c')' PROPOSED AS MAX. -V.I.F. AS MAX. AS MAX. AS MINAS MINAS MINN/A AS MIN.... COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS Q MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND -V.I.F. -V.I.F. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF t MINIMUM NAIL TU STRUCRAL PANEL THICKNESS STUD SPACING SPEED VULT(MPH) GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED -� O SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE O O (INCHES) RATING (INCHES O.G.) (INCHES O.G.) B G D LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. bd COMMON TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE (2.0"X0.113") I.s 24/0 3/b 16 6 12 140 IIs 110 FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION ADDITIONS OR PATIO GONERS, THE TOTAL LOAD O 8d COMMON Ib 6 12 170 140 135 Z 1.75 24/16 7n6 DEFLECTION SHALL NOT EXCEED L/120. � M � (2.5"X0.131") 24 6 12 140 115 110 11 J FOR 51: 1 Inch = 25.4 mm, I MILE Pf'_R HOUR = 0.447 m/s d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM GLAZED BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" DEFLECTION OF H/180. O ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE C. REFER TO SECTION 8703.8.2. b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. U-FACTOR b U-FACTOR SHGG R-VALUE R.-VALUE R-VALUE i R-VALUE R-VALUE ` DEPTH d WALL R-VALUE e LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. O Q W c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 i' 20 OR 10 GOVT. OR ' 10 CONT. OR'/ SPAN RATING. PLYWOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS W 4 WITH A 24/16 SPAN RATING. 0.55 0.40 49 8/13 19 10 / 2FT. [(] HALL-Ib AND PLYWOOD SIDING Ib O.G. SHALL BE USED WITH STUDS SPACED NOT MORE THAN Ib"ON CENTER. ,' O'32 ' i 15 + 5 h 13 CAVITY 15 CAVITY O N O 5 0.30 0.55 NR 41 20 OR 15/17 3O g 15 CONT. OR N N Z I5 + 5 h 11 CAVITY /10 2FT' IS GOVT. OR 1 Ici CAVITY �' N Q iU 2 - ? AS MAX. AS MAX. LU z PROPOSED AS MAX. -V.I.F. AS MIN. A5 MIN. A5 MIN. AS MIN. N/A AS MIN. AS MIN. --� .F. � REFER 70 CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES p p GENERAL CONDITIONS UNLE55 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 R105.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS* AS PER ASCE /17 ' CONSTRUCTION, AIA DOCUMENT-201 TO BE A5 INDICATED ON DRAWIN55. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.5: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 7-16 - CHAPTER 5 TABLE 03.1 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AlR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SHALL OBTAIN CERTIFICATE OFTHE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT LOAD TIA WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) H'I T'E C T S OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. NOT BE MADE WITHOUT I�IRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM A.-TODD O'CONNELL AUTHORIZATION BY THE ARCHITECT. EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG G E I L I N G 5 ARCHITECT P.C. 20 CFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO REASONABLY GLEAN Al ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per � INCH thickness) 0.55 TODD O'CONNELL, AIA AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 (1/2 INCHES) (2.2) CONTRACTOR SHALL REMOVE ALL VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY 1200 veterans Memorial Highway NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVE-OPE SHALL BE (5/8 INCHES) (2.75) Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 5" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 5 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK 5" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 F(631)650-6667 CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G 5, ROOF, AND WALL ALL SHALL COMPLY WITH STATE ANDFOUNDATION WACODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL TS LOCAL CODES AND ORDINANCES. THE Y COMPLIANCE. TERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. COMPONENTS AND VERIFY ASPHALT SHINGLES 2.0 ALL tr r>'rr. rcr9ig: r,rxr3 INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, I/2-in. 2,0 GUARANTEE HIS WORK AND THE WORK S.S.G. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARD5 (per inch thickness) " OF HIS SUBCONTRACTORS FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 AGH50 IN CZ4A, 5, A&A. FIBERBOARD 1.5 PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE O.8 Cy\ COMPLETION OF THE PROJECT UNLESS POLYSTYRENE FOAM O,2 OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM o.5 FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST R402.4.4: COMBUSTION CLOSETS - ROOMS CONTANING SHALL BE PERFORMED IN FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/8-in. THICKNESS) O,4 BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE p ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EIS ° EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. RIGID INSULATION, I/2-in. 0.15 i s; PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED •; _ _ WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE � c j INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.15 OF THE SKYLIGHT, METAL FRAME, J" WIRE GLASS 8.0 FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK 0 . . : DUCT SALING - DUCTS AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 5.0 `. FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R4352E � AIR HANDLERS, AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE \ AGAINST ALL CLAIMS, C>AMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 8403.5.5: DUCT TESTING - DUCTS SHALL BE PRES5URE TESTED TO 51NOLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN DETERMINE AIR LEAKAGE. FLOOR F I L L FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE IlA OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED MARKED ON THE BUILDING PLANS OR THE DUGT5 AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH GLASS WINDOWS AND DOORS SPECIFICATIONS. 8.0 �- SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. SAND, PER INCH 8.0 i- EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R505 OF THE RESIDENTIAL CODE OF DUCT INSULATION: N STONE CONCRETE, PER INCH 12 0 BODILY INJURY, SICKNESS, DISEASE FURRED SPAGES SHALL ALSO BE FIRE R405.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR Z Q NYS. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT PLENUMS FLOOR 5 AND FLOOR F I N I SHE S LOW-E UNLESS OTHERWISE 5PECIFIED. ATTICS OR OUTSIDE THE BUILDING DE5TRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. Q GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. < OR QUARRY TILE (5/4-in.) (OTHER THAN THE WORK ITSELF INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON 1/2-in. MORTAR BED 16.0 j J INCLUDING THE LOSS OR USE PLUMBCLEARANCES ARE PROVIDEDALL ATTICS OR OUTSIDE THE BUILDING PLUMBING CLEARANCES >105OF OR <55oF, INSULATE TO R-3 MIN. z RESULTING THERE FROM). (B) IS CONTRACTOR SHALL INSTALL WATER . SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (5/4-in.) 230 O CAUSED IN WHOLE OR IN. PART BY ANY SUPPLY AND SANITARY SYSTEM A5 AND/OR WINDOWS A5 REQUIRED BY -SUPPLY DUGT5 IN UNCONDITIONED R405b: MECHANICAL VENTILATION - THE BUILDINC- SHALL BE ON I-in. MORTAR BED V Z NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONCRETE FILL FINISH (PER INCH THICKNESS). I.o CONTRACTOR, ANY SUBCONTRACTOR, CODE SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. F SHUT-OFF VALVES AT ALL FIXTURES. 2020 NYS RESIDENTIAL CODE TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE HARDWOOD FLOORING, 7/7-in. 4.0 } Un< o AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST m �,° IL EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL GRANGES OF THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER n °�z ,-�a v ANYONE FOR WHOSE ACTS ANY OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE, 1/4-in. I.0 D-w o ° DIRECTION AND AT BASE OF THAN ��, W � 0 0 0 MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON s m n��V K V' THEM MAY BE LIABLE RI.GARDLE55 VERTICAL WASTES. USE 4" CAST IRON 0.01 X GFA + 7.5 X (# OF BEDROOMS + I) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 DLL_"W°_T w 9° THEM WHETHER OR NOT IT IS CAUSED IN WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. THROUGH FOUNDATION WALL PITCHED *CFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0 °o-1- < o PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG m a HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 25.0 Hzvz�F�W PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R405.7: EQU I PMENT SI Z I NO - PER ALGA MANUEL S, BASED ON -z IL ASSEMBLIES, AND METHOD OF FOLLOWS: LOADS CALCULATED PER ALGA MANUEL J. SUBFLOORING, 3/4-In. 5.0 m v~ o z m~ WINDOWS WITHIN A 6 OF AN EXTERIOR CONNECTIONS MUST BE SECURELY v ' � no CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" o m v� SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS GASKETS FLOORS, WOOD JOIST (no luster) 12-in. 16-In. n z=T j Q w�N Q LIMITED TO FORM-WORK:, KITCHEN SINK 1 1/2" 8404.1: LIGHTING - A MINIMUM OF 10% OF PERMANENTLY J015T SIZES (in.) p o.c.3 o.c.z � �zE°-z Al 0 TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES) (La/PT) (LB/FT) w�3�1�°Q m°-°� � O BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. y K z v PROVIDE ALL SCREENS AND MAS71G-PLUS-EMBEDDED-FABRIC OR 2x6 6 5 ° wn - ° PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" LOW-VOLTAGE LIGHTING EXEMPT w�z-Q w o n HARDWARE AS REQU I RED. ALL GLA55 TAPES. DUCT TAPE 15 NOT 2x8 6 6 q<_1 4 V ~z d o BE CAREFULLY 5UPERVISED BY THE TOILET 3° Q 1 W F n o�4 IS TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8308- CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 7 6 zo>> IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOOKING-TYPE LONGITUDINAL 2x12 g 7 - W°3NWz�-0 SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST Q ° off0-1 NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R305.1.1 EACH PANE OF ( sf) =N nvaak N AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" k4.9. GLAZING INSTALLED IN HAZARDOUS LOCATIONS A5 DEFINED IN FRAME PARTITIONS W W° V 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 W H W o w w m w� SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLA5TERED PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 4 Ol0 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLA55 AND THE SAFETY GLAZING �m Q m °z [L1 AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE FRAME HALLS THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL a , $o PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED EXTERIOR STUD WALLS: 0<,U_j,U 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 BEA DRAWINGS WHICH MAY ESE NEEDED. REGULATIONS. APPROVAL OF ALL 2x4 ® 16-in., 5/8-in. GYPSUM, `'x�Y_� z CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-in. SIDING 11.0 I a d m o n I o s p ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6@ 16-in., 5/8-in. GYPSUM, CONTRACTOR TO REMOVE � PRIOR TO CONGEALMENT. PRIOR TO 12.0 RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A R305.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED 5/8-in. SIDING } m 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R508.4.1 THROUGH R305.4.1 SHALL BE CONSIDERED TO BE EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPEG11710 HAZARDOUS LOCATIONS FOR THE PURP05E OF GLAZING COMPLETE FINISH. ALL PAINTED R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH 8.0 THAT THE OWNER CHANGESTHE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF 5WINGING, SLIDING AND 51FOLD DOORS SHALL BE CLAY BRICK WYTHE5: SITE WORK CONTRACTOR SHALL CREDI1 T THE OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 51.0 STAKEOUT IS TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF 8308.4.2- GLAZING ADJACENT TO DOOR- GLAZING 15 LESS THAN 60 8 IN 711,0 LICENSED SURVEYOR. STAKING AND INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 LAYOUT ARE TO E5TABL.ISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 AND BENCHMARKS. VERIFY ALL GIVEN HVAC DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER SIDE OF THE: DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: DATA ON DRAWINGS. 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 10 12 DISCREPANCY, RECEIVE SYSTEM TO BE DESIGNED BY OTHERS.PROVIDE PROPER SUPPLY TO ALL AND TWO GOATS MCKLUSKY'5 ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITI' OF UNIT (105 PGF) CLARIFICATION FROM ARCHITECT ROOMS 4 CONFORM WITH ALL STATE EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC, METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 31.0 5-7.045.0 PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R508.4.5- GLAZING IN WINDOW AND BACK FILL FOR WORK INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 1 SQ.FT. (GROUT SPACING) ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LE55 THAN 18" ABCVE THE FLOOR 48 IN. O.G. 211.0 38.0 4-1.055.0 OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 56 " ABOVE FLOOR AND 40 IN. O.G. 0.0 40.0 411.0 57.0 „, 32 IN. O.G. 52.0 42.0 52.0 61.0 AND BUILDING SITE. 570I..KPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBU5TABLE ONE OR MORE WALKING SURFACES ARE WITHIN 56 MEASURED 24 IN. O.G. 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 EXCAVATED MATERIAL. NEW AND 16 IN. O. G. 40.0 53.0 66.0 711.0 O EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING GHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 95.0 115.0 Z TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8508.4.5- GLAZING AND NET SURFACES- BATHTUE5, SHOWERS WHERE 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 LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASCE STANDARD - MINIMUM DESIGN ALL SURPLUS MATERIAL THAT IS WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUCTURES AND UNSUITABLE FOR BACK F=ILL MATERIAL WITH MASONRY SHALL BE ACG. ALL LAMBERT, DUTCH BOY. CABOTS, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -A50E7-I6 4 SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL GODS OF NEW YORK - R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) p 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 SOLID CONCRETE MASONRY UNIT WYTHE5: FEET OF THE BUILDING. PROPER 5U5-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHE5 THICKNESS (IN mm) 4 6 8 10 12 APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGF) BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36 OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (135 PGF) 320 51.0 al.0 02. 1124. u?u.� WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE lX DENSITY OF UNIT (135 PGF) 38.0 60.0 81.0 102.0 124.0 STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING 141.0 64.0 87.0 110.0 133.0 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 ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH 87PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES02.5.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM GIVEN REPRESENT AVERAGES. IN SOME CASES THERE DUR-O-WALL R IS A REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OIS PART OF TREAD NOSING CONSIDERABLE RANGE OF WEIGHT FOR THE SAME ERE 15RUGTION. ll_I THIRD COURSE. FILL TOP COURSE JOISTS AT 8 O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. Z 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 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. D <_ PUTTY, AND 51X PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION 8305 I _j T_ PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION 8312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND PARTS SAND. =ND OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESESPACES SHALL HAVE A Q- 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 CF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET CONCRETE OCCURS, USE MIN. 16GA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LE55 THAN 24 INCHES ABOVE THE ROOMS LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT �-- NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LESS THAN 6 FEET 8 INCHES SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDINS EXCEPTION: � TEMPERATURES OF 40 DEGREES F. BE MINIMUM 5/2X4 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 I : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES t n AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THICKNESS IN INCHES BY PIPE 51ZES � � � Q BE PLACED ON FROZEN SURFACES. NO NOTED PLANS. MINIMUM BEARING ALL OPENINGS. BELOW MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH BEG. R512.2.2 LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-GIRGULATING RUNOU75 CIRCULATING MAINS AND RUNOUT5 v -I ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELSELS IN TABLE 2. WITHOUT WRITTEN PERMISSION OF THE BE 5 I/2". USE DOUBLE JACK STUDS ELECTRICAL REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO 1 UP TO 1.25 1.5 TO 2.0 OVER 2 Q 0 ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY W 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET WITH THE 1-70-00 0.5 1.0 1.5 2.0 < ASTM 172010 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM MIN. 3,500 P.S.I. AT 28 DAYS $ 4,000 LENGTH. NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140-160 O.5 0.5 I.O 1.5 0 � � �- FSI FOR GARAGE SLAB. PROVIDE ALL 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 PURPOSE 100-150 0.5 0.5 0.5 1 1.0 to SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO (n O 0 REQUIRED BY NYS GORE. UNLE55 FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R510.2.1 O INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDEDTA5LE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES O- FOOTINGS ARE TO BE A MIN. 8 DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD $ SHELF, ALL LINEN O z �� AND/OR GRAVEL AT 2000 LBS PER BE LOCATED 12" ABOVE FINISHED PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE � ►11 � PROJECTING 6 ON EACH SIDE OF THE CLOSETS TO BE PROVIDED WITH 5 FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF 5HELVE5. TYPES RANGE (F) 2" ULATION 1" AND LESS INC TO 2" 2.5" TO 4" DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT SOIL ALL SWITCHED TO BE LOCATED 56" HEATING SYSTEMS FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 5. DOOR TRIM AND BASE MOLDING SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 I.O I.5 I.5 2.0 La WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL CONCRETE SHALL BE HOOKED 5/8" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 > to 12" AT MAX. 5' 0.0. PRO\/IDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER STEAM CONDENSATE ,- N O M EXPANSION JOINTS BETWEEN SLABS NOTE: ALL NON-ENGINEERED LUMBER AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 No z COOLING SYSTEMS N < IU DFOUNDATION5. TO BE DOUGLAS FIR #2 OR BETTER GRILLED WATER, REFRIGERANT 201-250 I.O I.5 1.5 2.0 uj 5. FIN15HES TO BE SUPPLIED BY OWNER AND BRINE 120-200 0.5 1.0 I.O 1.5 m v