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HomeMy WebLinkAboutApproved Model C Elevations Recvd 4/2018 12 C A A C F- C-7 C-6 (NO VENTING) (NO VENTING) C-6 C-7 Z g LINE OF ROOF 4'-0" 4'-0" 2 TRU55 BEYOND RIDGE VENT RIDGE VENT U - O rte, (3) 2x8 P.T. GIRDER A,TGHED AREA INDIGATE5 _ - _ BEYOND LXATION OF FIRE RATED ROOF 4 � O LL 5HEATHIN6 4'-0"FROM ~ i v z GE`.NTER OF FIREWALL-EACH 510E _ Z) Ix8 FA5GIA BOARD - N r GUTTERS 4 LEADERS - GUTTER5 4 LEADERS � �.°'Z - WHITE ALUMINUM MIN.ERS 6�BE BAKED U Q in `0 rn ALL CUTTERS 4 LEADER5 SHALL BE BAKED SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL 12 _ �T WHITE ALUMINUM .032" MIN.GAUGE GUTTERS O L _ x5HALL BE 5" �� f 12 RELATED 4 REQUIREDMAGGE55ORIE5. LEADER5 ❑ N co , w 51MP50N LU528-3 FAGS RELATED 4 REQUIRED AGGE55ORIE5. LEADERS g _ g V " - °O MOUNT HANGER „ 5HALL BE MIN.2 x3,.021 GAUGE W/GLIP5 4 _ �_ ,- SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS 4 M `V ANGHOR5. CAULK 4 SEAL ALL JOINTS. PITCH - (3) 2x12 P.T. GIRDER BEYOND - f - ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH � cs, - - - - - T-r� 6UTTER5 MIN. I/8"/FT.PROVIDE P.V.G. Q I� Z _ _ _ _ g GUTTERS /8"/FT.PROVIDE P.YG. (� _ �" RECEPTOR5 8"ABOVE GRADE TO RECEIVE MIN I .-�-F - RECEPTORS 8 ABOVE GRADE TO RECEIVE a Ix AZEK TRIM BOARD OVER LEADER5(GLO5ED GAP DE516N). tltlt � LEADERS(CLOSED GAP DE51GW. n I n I n I-0" 5IRDER5(TYP) � - - - - - - - U tW Ili t OH. - „ 51MP50N BG52-3/6 P05T b"HIGFI BLIND 12 / / -- b HIGH BLIND 12 /. Q 12 I9 FLA5HING GAP ANCHOR FLASHING g / g ' - �- l0" SQUARE H546 PERMA GA5T _ = COLUMN #46382 W/5QUARE 4 titJ _ L l�-icT �� O FLAT GAP 4 BASE (OR EQUAL) - = r — r / 4 CORNER COLUMN TO BE PROVIDED W/5PLIT KIT -� - _ _ _ _ - DINING ROOM NINE ROOM I I PLATE HT. 1._0.. OH. � �-�T - _ LST �-�.--_,._-.� �--....r=�.� H. II-0DI PLATE HT. � I bxb P.T.P05T WITH 51MP50N ABU66 P05T BASE (TYP - ALL OH Z I-6" - H. r 1._b.. � , Z€•fC -- GOLUMN5) CLOSET _ I DoH T OH - OH i _ GL_OSET U PLATE HT. r PLATE HT. I I I'-O.. - i i _ � i / �� - �- - - 1�_0�� � � O i I OH. / %/ QH, /1--LL-LLi i L= 1. L ti OH._ DETAIL I - - - - EAR COV. PORCH �� TVP. R1 _ � o m El 3/4"=1'-0„ G-I 4 10"AZEK i I - } _ �� 10�"AZE _ o i I FRIEZE BDr FRIEZE BD. I c� Ixl2 AZEK `° IXI2 AZEK TRIM i i - ' i i TRIM COLUMN 0 COVE i i -- ' % _ i i PORCH BEYOND 1 �- _ _ - LUMN® COVERED I � - ii PORCH BEYOND FIN. 1ST FLOOR - _ _ , / INWTL 1 I FIN. IST'FLOOR ___ .. / ' ' -. . 111 -- - / W I I I SOFFIT I Ix4 AZEK I 1 5OFFIT I I I I to I I I I I TRIM ALL I I I I , I SIDES I I , I I I I m Cn v I I I I c-,., I I I c-,., I I I I ❑ w O UNIT 18 1, UNIT 17 I I I II I I I I MODEL (FESCUE.). I MODEL ;C (FESCUE) , , , 1 U I I I I I I I I I I I _ _ _ I I I I I - E- _ BASEMENT _ _ _ _ Bf45EMENT Q — — T -17 — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,-I — - - - - - - - - - - - - - - -IT - - =— — cin L- - -I- - - L - - L - - - - - - - -- - - - - - - - - I - - - - - - - - -- - - - - - - - - - - - - -I— - - - - - - - - - - - I-- - - - - - - - - - - - - - - - - - - -1 - - -� - -1 F- U CENTER LINE OF w C A 2 HOUR FIRE RATED CA6 CC7 FRONT ELEVATION Z) C-7 C-6 RESISTANCE WALL U A55EMBLY I/4" = 11-0° p C A A C C-7 C-6 4'-0" 41 0, C-6 C-7 RIDGE VENT (NO VENTING) (NO VENTING) RIDGE VENT TYPICAL ROOFING: TYPIGAL ROOFING: ARGHITEGTURML SHINGLES 15# - ARCHITECTURAL SHINGLES 15# FELT UNDERLAYMENT I FELT UNDERLAYMENT co 5/8" PLYWOOD SHEATHING . 5/8" PLYWOOD 5HEATHIN6 Q N N N ch f'-: NCV - / S D N CV M CO CD r of . 77 HARDIPLANK HORIZONTAL CLAP 510ING HARDIPLANK HORIZONTAL CLAP 711. SIDING b"AZEK TRIM BOARD 6"AZEK TRIM BOARD W 12 12 z z z o z z z cn u� I"x 8'AZEK RAKE BD W/ q(— q 1"x 8"AZEK RAKE BD W/ 0 0 o Q o o z g Z d 1 x 3 AZEK TRIM(TYP) 12 w w w I"x 3" AZEK TRIM(TYP) I2 l > > > w > > a 0 a G � � a2018 i . „ / b"DIAD.AZEK N b DIAD.AZEK \ -I2 12 / TRIM BOARD TRIM BOARD T g g 6"HIGH BLIND 6"HIGH BLIND FLA5HINC ALIGN A06N FLASHING - - - - - - - - - - - - - - — — — — — — — — — — FA5GIA5 FA5GIA5 2015 IRC- 62421.8 (503.8) r _ VENTING 5Y5TEM TERMINATION LOGATION: Z GREAT ROOM _ _ _ GREAT ROOM THE VENT TERMINAL OF A DIIREGT VENT APPLIANCE WITH AN w CJS PLATE HT. 1_0.. mmi---- _JuMI1L- --- 1181P1 0 / / I'-O Iffy --- - uir!,L- -- I-0 __Jana PLATE HT. INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 5HALL BE JUL / / OH. LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A 0 U m OH. BUILDING,AND SUCH AN APP'LIANGE WITH AN INPUT OVER IOp00 -� O o 1 I i i i i i i I BTU PER HOUR SUT NOT OVEfR 50,000 BTU PER HOUR SHALL BE j F—i Y 111 11 1 i I I I i i G-I INSTALLED WITH A g INCH PENT TERMINATION CLEARANCE,AND W w ui G-I i i I IEl W i i I i I I _ � � � I � � AN APPLIANCE WITfi AN INPUIT OVER 50p00 B1U PER HOUR � L v o SHALL HAVE AT LEAST A 12! INCH VENT TERMINATION Z Y� I I I I I I CLEARANCE.THE BOTTOM 0>F THE VENT TERMINAL AND THE AIR C� O I � z i 116' 4" �Bli WI TH i i i - i i 16'- " �BI� WI TH i INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. (q I CL i - W rT , _ _ II II ! � � O W 1 zt I I I I i i ❑ o - 0 0 o I I I I 2015 I RG- 8312.2.1 w I I _ - - _ I I b'AZEK TRIM i i i i i P 1 J-1 TTi i i i i i 6"AZEK TRIM IOND I�WUNDOWOPENI STOP OF THE 5ILL OF AN LOCATED LE55 THAN 24" � u I I I I I ALL 51DE5 ALL SIDES I I I I - I I i I ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE ~ - I THE FINISHED GRADE OR O1fHER SURFACE BELOW ON THE c� m 1 I i i i i i i EXTERIOR OF THE BUILDING„THE OPERABLE WINDOW SFfALL z z w i I i I _FIN. 15T FLOOR Z FIN. IST FLOOR i i i i - IN Lkt IN IELEV.+0'-0" COMPLY WITH ONE OF THE FOLLOWING: "OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE ELEV.+0'O' / /// APPROVED!/ D �?Y U PRO TO PA55 THROUGH THE OPE`.NING IN 1T5 LARGEST OPENED � 0 0. .,, �,,, I I�--------� I �___ __ r --�-,- PoslrloN. w Illrr--�-F=--�1I I I I I I III I I r tE�� II II II IIII II IIII I FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 Cj\S bxb P.T.P05T WITH 5IMP50N I IIII II IIII I I I 1 I IIII II IIII I I I bxb P.T.POST WITH 51MP5oN I PL/�NP�1�dG BOARD (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U' BCb2-3/6 P05T GAP ANCHOR 4 1 I I IIII II IIII 6 AZEK TRIM OB I III II IIII I BG52-3/6 P05T GAP ANCHOR 4 Fi T C� 5IMP50N ABUbb P05T BASE(TYP- 1 I IIII II IIS � I b" AZEK TRIM I ALL 51DE5 I IIII II IIII I 1 51MP50N ABU6b P05T BASE(TYP- I TOWN OF SOUTHOLD RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO �� �� O --A II II II FULLY OPEN 5HALL NOT REIDUCE THE NET CLEAR OPENING Q y ALL COLUMNS) I I IIII II IIII I I ALL 51DE5 I 1 IIII EGRE55 IIII I 1 ALL COLUMNS) I x (" c� I II IIII I Ill III ) j AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. F i.,,. 70 fn 4 LLI I I I IIILW jj ---JI I I 4 I I I I =-- INDQWJII i I I 4 D�l7E JrI 1�,`�'� _ ' m -ni 10" 5QUARE HB4 G PERMA GA5T g 1 I uL___ ____u ( 11 1 --- -- I I U \ 2 u_ 11 g 10 SQUARE HB4 7 PERMA GA5T UMN #46382 W/SQUARE I I I -------- I COLUMN #46382 W/SQUARE El FLAT GAP 4 BASE (OR EQUAL) FDI FLAT GAP 4 BA5E (OR EQUAL) - CORNER GOLUMN TO BE Y 1 I I 1 I 1 - CORNER COLUMN TO BE i r" W Y O� PROVIDED W/5PLIT KIT PROVIDED W/5PLIT KIT BA5EMENT _ I_ _ _ _ _ _ _ I _ _ _ ( _ _ _ _ - B EMENT I _ - - _ _ - _ _ _ _ _ _ _ _ _ _ _ BASEMENT JOB NUMBER — — — — — — — — — — — — — — — — — — -T --— — — — — — — — — — — — — — — — — — -1 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - J 2016023 W UNIT 17 UNIT 18 UNIT 18 UNIT 17 DUET CLUSTER = SHEETNtJMBER C A CENTER LINE OF A C -REAR ELEVATION 2 HOUR51ST F1� �'E° -6 -' MODEL C (FESCUE) ZMODEL C (FESCUE) RESISTANCE WALL 1/4° - 1'-0" A55EMBLY - (MODEL Q (MODEL Q ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED b"HIGH BLIND B Z FLASHING C-6 W 2 E 9"(R-50) ATT5+b"(R-19) b" (R-19) BA = a> BATTS MBINED INSULATION CONTINUOUS VE O �d M LINE OF ROOF 12 VALUE F R-4Q) p C) 6 BEYOND® MASTER 12 q V 0-BEDROOM 14 OZ N s ' _ R106E VENT ~ L g RIDGE VENT _ U �J � � n U \ - 12 2"x 6"NAILER-LAB p o X12 BOLT TO VERT 5 y N}_ INSTALL ICE 4 WATER SHIELD T ,�' Z U _ 'n MIL/0E VE114iW/ "DIA X 6"L BOLTS PER SPECIFICATIONS MANUFACTURERS MAINTAIN �� �- 1 - - - --- � _� �� _ _ C) o cn a M T W M PRODUCT WARRANTY RIDGE VENT - � - - - - - ❑ U U ch 00 NOTE: 12 LINE OF DORMER 2"x 6"RR® 16" I I � APPLY ICE WATER SHIELD IN BEDROOM#��® OG ( I q" (R-30) BATTS 0 a FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF 12 2"x 4"SOFFIT BMS OH. 40°F(5°G)OR HIGHER - EXPOSED LOW GDR LINE OF ROOF q ® 16"OG FLUSH ROOFS- ' --' =, � -1x8 FASCIA BD."=42-- _ - - BEYOND®6ARA6E I I y - S"AZEK I I FRIEZE BD. �-- - - - I I z GREAT ROOM _ _ _ __ DIN A 1 _ _ gED #2 WINDOW HEADER PER PLAN 0 PLATE HT. mrm unlr PLATE PLATE HT. F- TRAN50M WINDOW U I-4 r. - ---,-�_�. .__ � a - - lo"AZEK � I I BEDROOM #2 � OH. I I ''�� 1--=--1� - I r-I� �' FRIEZE BD. I I z I I I i ORAL _ O © / 2"x8" ® 16" Or,FOR SEAT U I I _ I I I I � O 10' SQUARE HBd6 PERMA `I I� I (I 1 F�: i i i i \ / EXTERIOR WALL �' CLOSED GEL SPRAY FOAM 11 LL (� G-I I I CAST COLUMN #46382 W/ I I ( ' o I I I I -HARDIPLANK 5HIN6LE 51DIN6 DOUBLE-HUNG WINDOW ( I INSULATION TO COMPLETELY I- M = I I 1 I F -TYVEK OR EQUAL I I FILL SEAT CAVITY z r► J SQUARE FLAT GAP d `I'I I I I p I I I 1 ` _ -T/I6"OSB SHEATHING (2)2"x8"® END W/A35 BASE (OR EQUAL) - ; I j I I aj I I CORNER COLUMN TO BE -.11 j�-_ - I I I I �_FTTTF ' -2x6 WOOD STUDS® Ib O.G. Qji C) 51MP50N CONNEGTOR ❑ I I I I I o o -6" R-21 BATTS S;IMP50N H2-5A CONNECTORS 11 PROVIDED W/SPLIT KIT F T 1 IN 12 AZEK TRIM I I I i I I �' - � GYP BD FIN. 15_T FLOOR I I _ +_:�: 1-�t_-.,1-.= l_' I I I I FIN. 15T FL_00 ELEV.+0'-0" 0 31/4"Tt6 05B SUBFLOOR- _ _ GLUED d SCREWED-RUN ~i 7/16" 05B 5HEATHIN6 `�' CONTINUOUS BETWEEN PLATES O I J I I I I bxb P.T.P05T WITH I I 10" SQUARE HE346 PERMA I I I'-b" AT EXTERIOR WALL I I I ( SIMPSON BG52-3/6 P05T I I GA5T COLUMN 446382 W/ I I ., I I I I GAP ANCHOR 3 51MP50N I ( SQUARE FLAT(GAP $ I I _ w - 2X12 FLOOR I- JI015T5® 16"OG. HALL® 6ARAGE ABUbb P05T BASE(TYP BASE (OR E AL)- WALL® GARAGE - - - - - - - u T I BEYOND I I I I -ALL GOLUMN5) I I CORNER GOL TO BE I I BEYOND FIRST FLOOR LINE o FDI I I I I I I I PROVIDED SPLIT KIT I I I I I I I I I I I I w I I I I I I I I I I I � . .. . :, I ❑ 0 I I I I I I I I I I I I I I I d' UNFINISHED B65EMENT (' BASEMENT — - - - - - - - - - - - - r� - - - - - - - - - - - - - - - - - - �I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 - - - - - - -I - - - - - -I r - - - - - - - - - - - - - BASEMENT i - i FL 17 L - - - - - - - - - - - - -L - - - - - - - - - - - - - - L- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - -- - - - - - - - -LL - - - - - - -- - - - - - - - - - -I LEFT ENI ELEVATION2 Z )B__� FD-I (R-13)CL05ED CELL SPRAY FOAM INSUL ill /4° = I -011 ALONO INSIDE FACE OF FND.C-6 OR DRAPED BLANKET INSULATION LS-FULL HT U O UNIT 18 MODEL C (FESCUE) CB6 b""' 1�NG BEDROOM #2 BAV DETAIL 12 / T LINE OF ROOF 41 BEYOND® MASTER -BEDROOM W �` CO ASPHALT ROOF 5HIN6LE5 RIDGE VENT / \ Q N N N M ('; tD �- M 12 RIDGE VENT 12F INSTALL ICE d WATER SHIELD - NT--- PER MANUFACTURER'S ' , ~ �_���-� e��1 PLYWOOD SFEP,THING SPECIFICATIONS TO MAINTAIN PRODUCT WARRANTY T / T — 15 ROOFING FELT PAPER - - - "-�^ _ RIDGE VENT INSTALL ICE d WATER SHIELD PER / NOTE: LINE OF DORMER 12 = APPLY ICE WATER SHIELD IN WALLS BEYOND® - - - 1 - / z m m FAIR WEATHER WHEN THE AIR, BEDROOM#3 - - �,_ MANUFAGruRERS SPECS.To -ROOF FRAMING 0 0 0 o o T, =L -- 1-�L- z ROOF DECK,AND MEMBRANE - MAINTAIN PRODucr WARRANTY. /' g z a cn cn u� ¢ u� CARRY DOWN FRONT OF FASCIA- / ' > > > w S > ARE AT TEMPERATURES OF 12 40°F(5°G)OR HIGHER. - EXPOSED LOW 6DR -- /.' E w w � m o o q I LINE OF ROOF 0.40 ALUMINUM DRIP EDGE w w w w w a OND GARAGE �'� 1 `'1x8 FASCIA BD. - - FLUSH ROOFS �_ - GAP 0 -- - 8"AZEK - - - GUTTER FRIEZE BD. - / o - - - - - �' ---���.T 4���•,ice- - 04 BEDRM#2Ir PLATE HT. / ATE HT. __ _ GREAT ROOM llrlrl an;rl PLATE HT. FRIEZE BD. I 1 0 2015 IRC- 62421.8 (503.8) OH. I ___ - __ _ l_ I _ \ � 7 VENTING 5Y5TEM TERMINATION LOCATION: I I \ (D / I Tj \ J THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN I- I w INPUT OF 10,000 BTU PER HOUR(3KI)OR LE55 SHALL BE ~ I I `I I' I I W w LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A \ / i i i ~ I 44 w NOTE-. \ \ \ \ � BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IDp00 p I I o li I'..._,I 10" SQUARE HB6 PERMA I o W v L I APPLY ICE d WATER SHIELD IN - - CAST COLUMN #46352 Wl I G-1 FAIR WEATHER U p I I ,•._,,, SQUARE FLAT GAP I WHEN THE AIR,ROOF DECK AND Z Q BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE _ _ _ = I I a - 1, ..! I = hEhffiRANE ARE AT C� INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND - i i i aj I I I II I ; BASE (OR EQUAL) - I I TEMPERATURES OF 40°F(5°G)OR O 4 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR = Q I I ..___________i f; (f I CORNER COLUMN TO BE i i HIGHER W SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION o I I f # :- - '' i' ' o I I I I I - -"-r_,I;•==;' PROVIDED W/SPLIT KIT I I � :;� w CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR I I _ rL�i-= �,- ;�,(� I I �.1.�.1. -:t,__<,;:; FASCIA BOARD INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. - I I I �;1 � ; ❑ �"AZEK SOFFIT BOARD W/2"CONT. - - i I VENTING OR VENTED = FIN. 15T FLOOR_ I I t -_1 I.1_ I a FIN. IST FLOOR VINYL SOFFIT ui L) ELEV.TO--:U- CD 2015 IRC- 8312.2.1 „ - - _ - Ems'-+0'-0" ~ } IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN - - - - - - - - - - - - - - - z m OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" EXTERIOR WALL I I 10" SQUARE NS#6 PERMA I I 6x6 P.T.POST WITH I I I I I DETAIL 2 z Q ABOVE THE FIN15HED FLOOR AND GREATER THAN 72 ABOVE HARDIPLANK SHINGLE 510IN6 I I CAST COLU"N 46382 W/ I I 51MP50N BG52-3/b POST I I I I z o o 0 THE FIN15HED GRADE OR OTHER SURFACE BELOW ON THE -TYVEK OR EQUAL I I SQUARE FLf T GAP $ I I GAP ANCHOR 4 51MP50N I ( I I I - EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL -1/1b"055 SHEATHING AW66 P05T BASE(TYP WALL® 6ARA6E �� ,1 \ BASE (ORE AL) - 1 � COMPLY WITH ONE OF THE FOLLOWING: -2xb WOOD 5TUD5® Ib"O.G. I I I I -ALL C.OLUMN5) I I I I BEYOND I Y SCALE: 1 1/2 = 1 -0 _ 1 W ��G �pBERri;c C,y� 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE o -6"R-21 BATTS I CORNER GO UMN TO BE I I I I I I I FDI o r PROVIDED SPLIT KIT TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED I I I I I I i I I I K POSITION. FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2OgO WALL® GARAGE I I ( I I I I I I I m (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO BEYOND I I I I I PL��fhI4�G BOARD ' z TOWN OF SOUTHO€ D RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO I I I I I I I I I Imo" FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. BASEMENT _ _ _ _ BASEMENT - - - - - - - - - t— - - - - I- - - - - - - - - - - - - - - -,- - -r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -11- - - - - - - 1, - - - - - - - I , - - - - - -1-,- - - - - - - - - - - -_ DATE ���� Af'I? i 2018 ❑ NEW L-- - - - - - - - - - -1- - - - - - - J- - - - - - - - 1- - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - -I— - - - - - - J - - - - - - - - - - - - - - -L - - - - - - - - - - - - -I I' { /6B NUMBER RI6NT ENI ELEVATION rB 1/411 . 1 -0w 2016023 C-6 UNIT 17 UNIT 18 UNIT 17 DUET CLUSTER SHEET NUMBER MODEL C (FESCUE) (D _ (MODEL Q (MODEL Q ELEVATIONS W o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R ��I_oll LINE OF REAR F- CHEEK WALL® UNIT Il 13'-0" II'-2" 14'-2" 14-6" II-2" W w 1 -oil '1 E p U 0 op U I q C - - - - - — z V � � � C-6 C-7 O (D o U +-" 8"r712'-10" 8" ID'-o" 4'-1111 4111 M.O. 4'-II" 5'-3" 4'-4"M.O. 4'-II" 10'-0" 8" ( 12'-10" I 811 � .t` Z U °' - ry WM 0 0 UNEXGAV. U o - co _ N q 4"P.G.SLAB WITH bxb, coco o I UNEXGAV. o FDI o 10/10 W.W.M.OR FIBERMESH. �' 4"P.G.SLAB WITH bxb, FDI 2 MIN.3500 P51 GONG. 10/10 W.W.M.OR FIBERME5H. I I FD1 - Ur MIN.3500 P51 GONG. I ---- I 2 HD O a - FD1 r — _ - -------- EGRESS I 4 HD o HD ( o WINDOW �I - "' O o HD = EGRE55 HD -- - - m 2x12 FLOOR JOISTS o WINDOW _ v b o o ® I6 O.G. 0 2"x 10" I O O I LAB SEAT 2x12 FLOOR JOISTS H - l - -- 2"x 10" _ ® I6"O.G. - - - �:� ,. - . I — o Fes:., _ _ 4"WIDE J015T = -- - � HD � 5LAB SEAT - u, � FD' SEAT.T.O.SEAT - � J — — — — I I ELEV= ()I'-III o o cn HD 4"WIDE J015T___y -i ZO SEAT.T.O.5EAT 2 0 12"P.G.FOUNDATION WALL U Q Q f�� 4 WITH DAMPROOFING ON u, -1 1 E•_`_•= (-)I1-111 I, 11 w 1 11 11 " 1� 1 1� 1 24 x 12 P.G.FOOTING 10 = 14-8 q-4 FDI 13-2 2-0 O _ 12"P.G.FOUNDATION WALLLL_ WITH DAMPROOFIN6 ON Ln 4 III -' 10"P.G.FOUNDATION o O 21_O 10" 24"x 12"P.G.FOOTING 13' 211 I �I q_4 31" DIA STEEL COLUMN 14'-8" I'-0" WALL WITH DAMPROOFIN6 ____II __- DIRECT VENT HEATING EQUIP. O m ON 20"x 10"P.G.FOOTING ON x-30"x D PC APPLIANCE CLEARANCE Hp Z 1 I 10"P G.FOUNDATION I -T.O.W.ELEV. = 0'-0" I F 'G(U1 NJ APPLIANGE5 5HALL BE INSTALL • DIRECT VENT HEATING EQUIP. 3 DIA 5TEEL COLUMN I 1I I �L 45E�ENT 7 WITH THE GLEARANGE5 FR M" r WALL WITH DAMPROOFIN6 ` DEHD APPLIANCES SHALIANCE RABEENSTALLED OT61(U.O1VJ x B JP PC }{ �- UNFIN��FTED J UNPROTECTED GOMBU5TIBLE �+ y • 'I I ON 20"x L P.G.FOOTING -- ` MATERIAL5 A5 INDICATED ON T J015T SEAT. WI H THE CLEARANGE5 FROM T.O.H.ELEV. = 0'-0" I I G I M jN HT. 1 " r 4"WIDE � � *(tZ-13)CLOSED GEL AM NSUL � J APPLIANCE LABEL AND IN TOW.ELEV= UNPROTECTED COMBUSTIBLE l- I ® ® ALONG INSIDE FADE 1FULL MANUFACTURE IN5TALLATIQN J015T SEAT. M TERIALS A5 INDICATED ON THE UNF NI5 r B 5 MENT I i o0 0o HT OR DRAPED -f INSULATION INSTRUGTIOtA5. 11 TOW.ELEV= ()I'-I ° MANGE LABEL AND IN THE L .I *(R GLI El SPRAY FOAM IN5UL I ( p ( HALL EA E G D H0� TER PI�PIND AND/OR I u, (I MANUFACTURERS INSTALLATION AL IAC FND.WALLS FULL I I BIE I o O PROVIDE FRESH AIR INTA O INTRUGTIONS. HT OR ORA KET INSULATION NYS I�� f� TO MEGH EQUIP PER GO • AL� D HOT(WATER PIPING AND/0 �� I 2x12 FLOOR JOISTS 2xI�-FLO"15i5 .. HEA 11`6 LPt1GT5 TO BF INSULATED A5 PER I I I 2x12 FLOOR JOISTS HD OVIDE FRESH AIR INTAKE O Q N.Y5.GORE. 6 I6"O.G. 9 Ib"O.G. ® I6"O.G. ~ �••L,� W • MEGH EQUIP PER CODE o �- I 21 01, W HD 2x12 FLOOR JOISTS I JXF2 F�LOE)R Ja�5T5 2x12 FLOOR JOISTS � o � - -- 7 ( p 2'-O" Ib"O.G. ® 16"O.G. _� I ® Ib"O.G. / m I I I 1 m — — W BASEMENT SLAB ❑ O 4"P G.5 I . 500 P51 GONG) I FD 1 m ( I -� *.006 MIL.POL It{E►�} YAPOR— FD1 BASEMENT SLAB — b = cN BARRIER LLI *TAMP d FILL 0 95%DENSITY Q *44'P.G.5LAB IN.-2 P51 GONG} FDI T " V — —* tK IL-T =g4LENE VAPOR FW- 11-0" 11-- 14'-2" 5'-O" BARRIER LJ r *TAMP d FILL q5%DENSITY (4)2"XI LUSH PO-5T ABOVE O o N 4 UNDER BEARIN �LL - inI o F- 1011 8'-O" 15'0 - 14'-2" I - - - - - (2)FJ _ _ - ' r= �' o u, P05T ABOVE (4)2" I "FLUSH �` F- ��' I [ , _ _ (2)�J _ - _ -' _ UNIRING WALL > O) _ "'�J - _ I II-- L---1 v 1 � � � � � T _1'-J� �� oW �(c!') CU _ 0" U Lu O 10" 5'-4" /� `;:l � 3) 2X12 � (� 4"WIDE J015T )Yu "` 5EAT. T.O.5EAT - 2x12 FLOOR 5 5 - 411 WIDE JOIST x _ o _�J6 = i - SEAT.T.O.SEAT _ _ ( 12 FLU - { _—I _ HD iv ELEV= (-)I'-111 3_�° _ � _ �- -� - 2 I LDOR JOISTS fl C-6 ° o 2x12 FL JD 5 5 J UNEXGAV. I6 0_� ® 1611 O.G. 4"P.G.5LAB WI • - v -2" "� -- - - I = UNEXGAV. 2x12 FL R JOISTS v I = I i O -T.0 ELEV _ b" 411 = - -- _ _ bxb, 10/10 H.H. w ti r` ti 0 O " o J OR FIBERMESH. FD1 Q CIS N N N M 1` 6 N N N MIN.35001 o N N ri CO (D - 101 4 P.G.SLAB WITH ® Ib"O.G. ( 4 cv cs CON 6 - �' 7 6 6, 10/10 W.W.M. — — FD1 0 FIBERME5H. _ - - _ FDI 81 >c G'-10" iv MIN.3500 P51 w( N (,b JT o I cv 2"x 10" cz C41 B6 811 NG. 449" 11.0" q'-1o1' x - a" 4 3 CB6 I Bill #5 CORNER REBA W/ 4'-0° SLAB SEAT CB6 2"x 10"SLAB SEAT wI FOUGNDATION MIDPOINT YJAL L 1'-611 HD 31 211 1_0 I - 5 FROM TOP 8 BO=M, - _ _ #5 CORNS REBARS W/ 4'-0" FW-2 _ - u, HD _ I UP 14R (3)2"X12"FLUSH 3-411 o z z z o z z x LEGS® DPOINT OF z m w - (2)2X12 FLUSHFOUNDATIONI 4"WIDE J015T o O 0) coa o uj -1 z a • - WALL d I'-6° 2x12 FLO 15TH. / ) 211X12"FLU5H FROM TO BOTTTOM. UNEXCAVATED TYPICAL (2)2X12 FLUSH S T.T.O.SEAT _ > > 5 w > 5 a g 4"WIDE JOIST °31 .1 UP 14R GARAGE SLAB ® 1 _C v I ELEV= (-)I'-I " �? w w w _j w wa o 11 w A' U U L O I I *4"P.G.5LAB(MIN.3500 PSI COW,) 8 14'-2" K;SEAT.T.O.5E T 2X12 F R JOISTS O REINFORCED WITH bxb 10/10 W.W.M. _ ELEV= (-)I'-i " ® I .G. UNEXCAVATED TYPIGAL o I o © * o `� ' �o TAMP d FILL TO q5%DEt51TY - o lo" 2'-b" 14'-2" 8" GARAGE 5LAB I *SLOPE GARAGE SLAB DOWN 2' in *4'PG.5LAB(MIN.3500 P51 GONG) N TOWARDS GARAGE DOOR I — (3)2"X12" o in p REINFORCED WITH bxb,10/10 WWM. p \\ HD04Ij � *TAMP d FILL TO q5%DENSITY � I " 12"FLUSH *SLOPE 6ARA6E 5LAB DOWN 2" iv I I I 2xhFLQOR JDI 5 - TOWARDS GARAGE DOOR p 11-0" III-loll V'1 1 11 ��1 i.� 11 " = Z 2 12 FLOG T5 II I-8 2'-b 0 W ® 16"0. . u' ^ . 5" P.G.FOUNDATION a F +•� 10" 2'-b" c `r II'-8" 811 Il'-lo" 11-0 I WALL WITH � ( O L/ �J m DAMPROOFING ON W � I6"x 8" DP P.G. 4'WIDE J015T HD > Y �0 8" P.G. FOUNDATION L SEAT.T.O.SEAT W O w • WITH DAMPROOFIN6 ON TOP OF WALL FOOTING 411 - p W = a DN= -11-2" ELEV= (-11 I Z U o HD 4"WIDE J015T I6"x S" DP P.G. FOOTIN TOP OF WALL I U SEAT.T.O.SEAT ELEV= (-)I'-I " 4 ON= -1'-2" .: 2x12 FLOOR J015T5 t APPROVED�3 11 811 E . B Y Q r 14 2x12 FLOOR J015T5 7 . . 3 0 10" '� II'-4" 10 PLANNING BOARD r- ® I b O.G. -1 a� O FD1 TOWN OF SOUTHOLD w ►- Olo" '� 10" DATE -acF7 } v FD1 HD o HD I - I ) C) �-I �J z 00 3 Q _ FD 1 I'-o° R I'-0° 161-01,M.O. �� w�D A LINE OF FRONT OF \S Rc 2'-0" 2'-6" 2'-b" 2 13'-0" 18'-8" 18'-4" " 11 FOUNDATION WALL® G O ERT yi 13-0" 2'49" 2'-b 2-0 BEDROOM#2 UNIT 18 Q C 38'-81. A q 2 C� z U N Y UNIT 18 I APR P 201s ❑ o `II1- UNIT 17 z� �- E..,... MODEL C (FESCUE) MODEL C (FESCUE) NUMBER t-2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THIE5E Q SHEET NUMBER HD= HOLD DOWN CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND FOUNDATION PL UNIT 18 UNIT 17 DUET CLUSTER =FOR ALL MULTIPLE LVL 6IRDERS, LAG, BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51IONAL ANu' AB=ANCHOR BOLTS® T06ETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 Z (MODEL Q (MODEL Q FOUNDATION PLAN U STRONG W IMP5ON FROM TOP $ BOTTOM, 4 MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINCS. DIMEN51ON15 SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWI5E: NOTED. W C � 2 p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR COVERED PORCH H W 0 UNIT 17 _ _ _ 10" 5QUARE H5d6 PERMA GA5T COLUMN Z #46382 W/SQUARE FLAT GAP d BASE ;- (OR EQUAL) - CORNER COLUMN TO BE - - - - - - - - 10" SQUARE HBd6 PERMA qf -(� 2-C8 ? 0 E ' CAST COLUMN #46382 Wl PROVIDED W/SPLIT KIT A ' A SQUARE FLAT GAP BASE C ' I U U 3 CENTER LINE OF (OR EQUAL) - CORNER C-7 I I I 6x6 P.T.P05T WITH 0 `� - ) �T C-7 C-6 2 HOUR FIRE RATED C-6 14'-2" I 51MPSON BGS2-3/6 POST bxb P.T.P05T WITH i RE515TANGE WALL COLUMN TO BE PROVIDED 1 i GAP ANCHOR 4 SIMP50N ZO SIMPSON BG52-3/6 P05T 14 2 0 1 A55EM13LY o W/SPLIT KIT wl I I ABU66 P05T BASE(TYP F- GAP ANCHOR 4 SIMPSON1o " o _ AB1166 POST BASE(TVP 2'-0" ' 1 13-2 I -O 141-211 - 14-b - 12 3016 TR 13'-2" 2'-0" ALL COLUMNS) o = IN"ll t5 c o� P -ALL COLUMNS) I COVERED (2)3016 TR (2)3016 TR (2)3016 TR ( ) }, p N} (2)3050 DH O (2)3050 DH (2)3050 DH (2)3050 DH 0.I ALIGN TOP OF COVERED 4 I PORCH I� ®8'-0"HD HT " ® 8'-0"HD HIT ®8'-0"HD HT ® 8'-0"HD HT � TRANSOMS PORCH I �� � Z0._05:6 �, 6-1' - 5-b' S-b b-10 l-4 7-8" b'-10' 5-b 5-b b'-7 b'-1 p O i M v I ALIGN TRANSOOP OF I N ix U = Lo 2o -m roo 17 u c) I HD L - - JL - - - J HIP �I I Iq IN iq 0 g016 TR i x� I DI r - - IF - - - DI 1 (2)2X10 HDR I6 TR 6080 5L 6L. DR W/m - - L -`� - J HD o o 6-10' HDHTN " HD L - e m -� r - - - -IF - - - 1 n' O DH (2) IS IDELI6HT5 i gOI6TR HD L - - � 1 b080 5L. L. OR W/ 16 TR (2)2XIO HDR J - (2) IS" 510 LIGHTS - - - - - - - - - m r1r _ - _, p (2) 2x1 HDR Q LJr 3050 DH I O = N \ / VAULTED GEILIN6 L - - -�J - - -J HD \ IqCN Lr� - BREAKFA5T - - - z 0 \ / _ - - - L J O (2)2X HDR \ DI / AREA 5.25"x II 1/8"L HDR H J O 'C 7 - - - - cy - �, VAULTED CEILING \ \ _ - - - - - - / m ~ Ell - - - BREAKFAST \\ Iq // 4" I 14'-0" - I 4 2' O" 4' 2" 3' 0" 14'-0" 6" MD AREA \ °1 / 5.25" II 1/8"LVL HDR I I 0 0 1 2816 TR CD 2852DH z m -I b" 14'-0' 3'-0" 4'-2" 2'-0" 4 1 14'-O" 1 4 I I I DI cxv L J 8'-0" HD HTO O 22&16 TR 852 DH® I I I 1 13'-0' Y CEILING 1 �o mof I I 21 "G' I I I MA5TER EDROOM r 8'-0"HO HT ,� pl 1 I I I U- Q L J I I " I ( - I 1 � II VAULTS CEILING PRE-FAB cn .� Ln c I 13-0 TRA CEILING `fl L__J FIREP AGE O m I I GREA ROOM MASTER EDROOM 1 � � 4 1 z VAULTED CEILING I o ❑ o 1 m I I I zo PRE- IL-_� �- 1 1 I I YA TED CEILING t- u, INNNNNNNNNNI FIREPLACE GREAT ROOM 1 I z I -2 1 I 00 TEMP 6 DR5 w 4 - I - I KITCHEN 1 4 oz m 1 1 I ( I I RAISED RTH ENNNNNNNNI TEMP 6L DR5 r- N VAULTED GE LING I I 1 ENERGY' KITGH N 00 00 1 1 �-- - - - - - - - - -� I 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS Of RATS D HEARTH I I 1 1 4' �'D" 4 5'-0" 4 3\4" 4" I b'- 4" ib'-4" ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE 1 1 - _ - O /�- - - - - - �\ / _ \ I I 2816 TR®m ° 2. ALL CON UC N L OMPL WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION O � 4" 4" 4" 4" - - - `r + x 2852 DH w 2 b Ib 4 61,6" 4" 3,4 51-011 5 di CN I I W SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO ccm w I `�6 -il bbd _ v L J 8-0HD HT � r EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. O 281618 AINC,_ _ _ q' 0"GEILIN63. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND � 2852 DH I I � � � q'-0"GEILIN6 _ 12POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 8-0HD HT WILL 4" -0" 4'-2" 4"CERTIFICATE SHALL COMPLY WITH IRC N1101.14. LJ66e bCANTILEVERDI� LIN. PANT. (2)2X12 FLUSH4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WFATHERSTRIPPED ANn 12 q'-0"GEI TNG q'-0"G4'-2" 4" 2-0� 4.. q-0' INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING DI CANTILEVER `�66 HIM CEILING � 4" 4" LINE OF SECOND SURFACES. _ e - I I I I U m (2)2X12 FLUSH PANT. LIN. � I 1 INT RG PRTN _ _ _ _ - FLOOR ABOVE 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE -I " G� I I �/ / // / // ///o/' - - 1 L J LINE OF 5EGONO = q-0 "' (3)2816 TR SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I 1 �r w R 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIIRD PARTY z FLOOR ABOVE 4' b 4° ' GEILIN6 L �TN J X o o _ (2) 2X12 ® END VAULTED CEILING I x I- -I (3)2852 DH = 1 I _ _ INT BRIG I 30"ATTIG - - DINING AREA I 1 6-0"HD HT Q �j SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. I L J I Q r = - � - / WC ACCESS J ~ 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED (3)2816 TR® r -1 o VAULTED GEILIN6 (2) 2X12 ® END o m HATCH "A"CANT' FJ 5D® I I (2)2668 BIFOLD DOORS I � 1 HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL (3)2852 DH �- o o " x I U ' DINING AREA RON - O 30"ATTIC �6 ( LOW(2)2X10 HDR ry (- � 10" 5QUARE HB86 PERMA z BE CONDUCTED BY AN APPROVED THIRD PARTY. 8-0HD HT ( I ACCESS WC © q-0 CEILING �6 ® 5m q'-0" bK' � CAST COLUMN #46382 W/ W 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO L - (2)2668 BIFOLD DI ®5D NO "A"GANT'L HATCH ( EF MA v CEILING I �� 15QUARE FLAT GAP d BA5E A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 Alf DUCTS 10" SQUARE HBd6 PERMA u' `z - " BATHROOM DN 4R 21 G (3)2X6 (OR EQUAL) - GORNER�-1 ry LOW(2)2X10 HDRbb� D CEILING P05T L J COLUMN TO BE PROVIDED O LESS THAN 3' IN DIAMETER. GA5T COLUMN#46382 Wl "' q'-0" m `L 5D 'y = EF 4" 10'-4" 4" 3'-4" 3'-10 4"b b q6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE o SQUARE FLAT GAP d BASE I CEILING MA5TER W/SPLIT KITSEALED. (OR EQUAL) - CORNER (3)2X6 21 G BATHROOM o _ 0 HD rn LEAKAGE BY AN APPROVED THIRD PARTY. W/SPLIT KI BE PROVIDED l L J P05T DI cv 10-4' 4 0 x TUB ° GL ,Lb�A 1q 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR O 4" 3'-10" 4" 3'-4" 4' O `r 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. HD e ;o `ods GL o I � DI u SHWA PAN o I I GmVERED 5016 TR m 1O.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F v e `r ° TUB NOTE "5"' o I iORGH I �- 3 2x6 HDR DEGREES OR <55F DEGREES SHALL BE INSULATED r I x 3 SHWA PAN I a� V LTED CEILIN I I 3080 EXT INSUL DR :o Iq w GOVERED I 1 2868 INSUL DR- N " WITH R-3 MINIMUM. R) 5016 TR IR 1 I o „ „ _ 11. MECHANICAL VENTILATION SHAH MEET THE REQUIREMENTS Of THE (3) 2x6 HDR -,vi _ _ I 45 MIN.FIRE FDYER DI PORGtN I o NOTE 5. 1z 1 I TEMP. 6LA55 RATED W/SELF SIDELI6HT5 o � N iY N � � 17 N N IRC IMC B :� 3080 EXT INSUL DR Ir= 1 I I o 2868 INSUL DR- TEMP.6LA55 B B PTN ON 2X4 CLOSING DEVICE '- b " b„ i n / VAULTF�GEIL NG a� 1 I I W/(2) 12" Nil 3-4 4 10'-0 -4" - cm B 12.EQUIPMENT SIZING - PER ACOA MANUAL S, BASED ON LOAD 5�-4� I I FDYER - ' 45 MIN.FIRE PTN ON 2X4 C-6 I C-6 KNEE WALL LL2).2>L12 FJ. bxb P.T.P05T WITH C-6 CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARITY HERS 51DELI6HT5 c� cv RATED H/SELF KNEE WALL 1 I I r G02 HD 51MP50N BG52-3/6 P05T RATER• m m („ ,- 1„ I I 6.. � „ 4„ „ b„ CLOSING DEVICE I I TWO GAR GARAGE I a GAP ANCHOR 4 51MP50N 2 3 4 10 0 3 4 1 I *4 P G.SLAB(MIN.3500 P51 11LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES bxb P.T.POST WITH 2 2X12 J. I I I GONGS REINFORCED WITH bxb, I ABU66 P05T BASE(TVP MUST HAVE HIGH-EFFICIENCY LAMPS. 51MP50N BG52-3/b POST HD 602 TWO GAR GARAGE I I IOAO W.W.M. I ® L v WC ° Iq ALL GOLUMNs) m MALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC GAP ANCHOR 4 51MP50N e I I *4"PL.5LAB(MIN.3500 P51 I( I *5LOPE GARAGE SLAB DOWN 2" 1 5D - GONGJ REINFORCED WITH bxb, -� TOWAR05 6ARA6E DOOR UP 15R O CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND ABllbb P05T BASE(TVP I I I I 1 Q 1 DI z m -ALL GOLUMNS) 10/10 HAM.M. I I *g'TYPE'X'GYP BD ON GARAGE a © „ INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE o L V I I - b 3-a 4-b 4" l3 8-b" b 3030 AWN z z z o z z cn ® *SLOPE GARAGE 5LAB DOWN 2 tL WALL5 4 CEILING w I o " 0 0 0 0 0 z m J RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE 1q WC 5D I I� TOWARDS GARAGE DOOR I ( L zo * "TYPE 'X"GYP BD ON INT OF m o oh 10'-0" GEILIN6 ® 8-0 HD HT a g j DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE pl o UP 158 I * 'TYPE'X'GYP BD ON 6ARA6E Q 1 5 I I�' LIVING 5PAGE GOMMON T^IALL5 TO 1 cn BATH #2 m w w w - w w a MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS NEW, 3030 AWN 6" 8'-b"©EF 4" 4'-b" 3'-8" I WALLS t CEILING I I p GARAGE I - w 05 U U ( o ,n b -i 1 u * 'TYPE'X'GYP BD ON INT OF u FW-2 1 s o EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER; IF ® 8'-0"HD HTIL1 e 10'-o"GEILIN6 ��, O m I LIVING SPACE COMMON WALLS TO z X I I I N ? m REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. tt O BATH #2 ^ GARAGE = ry I 1 I� `r 66e �° N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IIECC m m I I I I I INT BR6 PRTN 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED g I 0 Iq N TO COMPLY WITH THIS CODE. v q1 h �I I I LINE OF 5EGONO 1 ® GL. - HD ,Lbb I U- w I I FLOOR ABOVE ( 5D a DI v Iq 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR �U INT BR6 PRTN I I LINE OF SEGONI7 I I I 6"(R-21)BATTS (4)2x6 P05T Ube EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH Iq e I I I " SECTION N1103 CONTROL SYSTEMS. DI GL Q ® I FLOOR ABOVE I 1� II-0GEIL NG Z b AND ui 'n SD 1 I L F_ 7 _ J 1 _ BEDROOM #2 0 W 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALS II- CEILING 1 I I DI 4 v b' - b HD �� (4)2x6 P05T b (R-21) BAITS �_ - - J L - - - - APPROVED 2 r1 � INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD " � I I = W OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO BEDROOM #2 - 1 L - - - I I 18 O 12 O 2 b 1 pLAM1lNIM1lG 'DO D U o INSTALLING INTERIOR GYPSUM WALL BOARD. g J _ W w _ _ � � Ij"X 16"LOW � H° b" - - - - J L -� DI -� ® ry IbOlO OH DR LVL 61RDER UNDER `-� I 'rp�(�! QF SOUT OLD w ►--� O w fij b' 12-0' 18-O O 4 a - - - _- - _- - _- - 0 BEARING WALL N � p �L� O U o 0) Ij" X 16" LOW HD Iq 5 I/4"x I6"LVL HDR ' Z n LVL 61RDER UNDER cv ® o HD 1q '- DATE l �� 2015 IRG- 62421.8 (503.8) BEARING WALL 16010 OH DR DI N D/21 DI 1 I W O 4 VENTING SYSTEM TERMINATION LOCATION: `� e - - - - - - - FVC - 0 - DI o �'� v THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF T- '- Iq HD 5 1/4"x Ib"LVL HDR HD IOp00 BTU PER HOUR(3KH)OR I F55 SHALL BE LOCATED AT LEAST D/21 D/21 1 ---„- ❑ 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 1 DI o DI DI o a SEAT - 0 - - APPLIANGE WITH AN INPUT OVER IOp00 BTU PER HOUR BUT INOT C-1.1 ( HD HD - w OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q1 INCH J (2)2X10 HD1 F- 0 zo VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT _ - OVER 50,000 BTU PER HOUR SHALL-HAVE AT LEAST A 12 INIGH VENT e fl SEAT e TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMI%4L.AND :o HD (2)2X10 HDR HD DI L - - - JL _ _ _ J DI o Sz zZ S > J THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. - _(2)391b TR Z U r (21 3a TR 1 - - - - - - (2) 3 50 DH - - - - C� p77 7f) U DI L Iq ® '-0' HD HT (A ---(2�3 .DH- - J C A A C ® 8' "HD HT C-7 DI C-6 C-6 C-7 4'-0" 4'-0" LIINE OF UNIT 18 4'-O" 4'-0° BEDROOM#2 U Cy yid 2015 IRG- 8312.2.1 I,_o„ FRONT BAY " „ IN DWELLIN6 UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE 2'49" 8-0' 2'49" 1-O 16 1-0" R.O. I-8 I-4 Ib-0 R.O. 2-b 8-0 2-b HALL BEYOND / 0 WINDOW OPENING 15 LOCATED LE-55 THAN 24"ABOVE THE FINISHED " Q m --I FLOOR AND GREATER THAN 12" ABOVE THE FINISHED GRADE OR 2'-b" 2'-6" 13'-0" IS-8" 18-4 13'11 -0" 2'-b" 2'-6" W � yt l � OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE 2'-0" 36 8" 36'-4 2'-0" U OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: CENTER LINE QF P O *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. TOTAL L I V I NC AREA = 2 013 50. 1=T. 2 HOUR FIRE RATED TOTAL L I V I NC AREA = 2,013 50. FT. APR 1 �' 2 018 ❑ E W FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2cOg0 UNIT 18 FLOOR PLAN 1 UNIT 17 FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION To RESISTANCE WALL n u �� ASSEMBLY RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY NOTE "A": 2X12 FJ @ 16 OG. � 1 OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) 1/4 -1 -o LIVING AREA= I,Sga FT MODEL C (FESCUE) 1/4"=1'-0" LIVING AREA= I Saa 5Q. FT. Jb6 NUMBER WINDOW UNIT TO LE55 THAN 5.7 5WARE FEET. 6ARA6E AREA= 31 5Q. FT. 6ARA6E AREA= 5-P 50. FT. COVERED PORGH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. w 2016023 ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =EXHAUST FAN: 6ENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E � SHEET NUMBER NOTE R: AND TWO-FAMILY DWELLINGS,TOWNHOU5E5 STAIR MANUFACTURER T MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "'V": GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 18 UNIT 17 DUET CLUSTER = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINUOUS *ALL.DRYERS To BE VENTED REPORT ANY AND ALL DI5GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL Z NOTE: APPLICABLE GORES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT ALL WINDOWS SHALL BE TRU55E5 W/ 12 MIN. HEEL BUILDINGS(CONDOS 4 GO-OPS)AND UNITS REPORT ANY ODES AND T S TO OUTSIDE AIR PER CODE �� OFFERED FOR SALE,IN THE IMMEDIATE TOGETHER W/ I/2" BOLTS © 2'-0" O.G. 2" MIN Got CARBON MONOXIDE *ALL WASHER TO BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIYE MEASURES MODEL C (MODEL C FLOOR PLAN ANDERSEN 200 SERIES HEIGHTS (U.O.N.) @ 24 O.G. Q = TEMPERED VICINITY OF BEDROOMS,ON THE LOl^E5T AND CONFLICTS TO THE � � ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL U) � DE516NED BY TRU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP I$ BOTTOM, I$ MIN. 4 FROM ENDS FLOOR LEVEL CONTAINING BEDROOMS. ®5D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W C � 3 I I FABRICATION. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E o ami I I'-0" PL HT AFF. 0 U — — — — —I--�-1 I I'-0" PL HT AFF. A C I'-0" I I I 0 (U (D �- -j— — — — — — — — — —I—J I- -I - C-7 OH. I I I=i .}... .p �n 5 l cs I j V A OH. (n :EI I I I 11'-0" PL HT AFF. a) o N} I GENTER LINE OFI I 1 Z L 2 2's °' Lo II'-0" PL HT AFF. I I I I 2 HOUR FIRE RATED I I I I 0 Qw a in 1 I I RE515TANGE WALL U 4 I I I I I I I U-) N oA55EMBLY _ o ❑ " _ ..' I I I I I II'-0" PL HT AFF. co I 1 I oH. C _ ( a I I I I o= r- 1'-0" I 1 I I II'-O" PL HT AFF. 1 I OH. I I � _j__ —_ -- _ 8it - o I (III FRAME _ _ _ _ _ _ - _ _ _ _ _ 1 IIII I OR i � - - - -�_=�I _ L _ _ I I 1 1 z � I I L _ - - - - - - - _ r � L_ _ _ _ _ _ � _ _ _ =�� - �-1 IIII 0 I I I I � T7 IIII IIII II I I �I� I I I � I I I 0 II I I I I I I I I I LL Ln IIII � T -11 I �__ 0 Cn -- I � � � I p I r �� �� I I I I 1 - -1 I I II (- _I I 11 I I it I i III I I � _� I � i; n „ I II III w r'I °O NO R II I --� I II � II I . n i � III I� � II 1 � � I IIII I i I � I I II I NOTE 'R I I I III I I III I I I I i I I I I- I L- I I I = JI 400 ° 1 I I - - - - - - - - - --� I - - �- J 0 ENERGY I I 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS L_L- .l I I 1 I I I I I I I I // \\ I F- THEY APPLY TO ENERGY CODE ARE BEING FOL OWED L J — — I I I r - - I I III w w 2. ALL CON UC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY I I �I — // \\ I I = — —____ - .— — — — I I /� III Q CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE I9 / \ I � — _ / m PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY III I I I / I I I I EFFICIENCY REQUIRED BY THIS CODE. 1 I \ I - - - -1- -_-_- -_- I O / 1 1 ❑ O 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A / \ r I F_ II ' 4n 4 ( 4" I'-O" " - - I I ( � // 14 5-0' I I 3'-10' 15'-4" b 01 1 _I�_p" WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY I \ I I I I I �1 OH. _ -1L _ / v T, I 1 WITH IRC N1101.14. „ I I — — — I 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL " 1'-0" 4" I I 41' 4" � r - - - - - - - 1'-0" b 15-4 13-lo' 115'-0" 1'-4 (4)2xb P05T I Il EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. - ! I I I I I I 1 Z) OH. I <o I I I INT BRG PRTN 111 ?�' ROOF TRU55 GIRDER 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE �r \ _-_-_-_-_-I I-- _ � T I I (I ! !i - - - - - - Q INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 4012.4.1.1 WHERE 111 (4)2xb P05T � - F- REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL I I I I I I I I I I U COMPONENTS AND VERIFY COMPLIANCE. III ROOF TRU55 61RDER INT BR6 PRTN TUB RAIL IIII I- U 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS III W THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN IIIIRAILI T� I © �\ APPROVED THIRD PARTY. EF 4" ( b.. 6-b' 15-2" IIII U 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM LING 8'-0"CEILING ® OPEN TO FOYER BELOW IIII Q OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3" IN / © " I BATH 1#5 LOFT 5D DIAMETER. ,fl 15'-2" 4" EF b' 6° RAIL ON 5R 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. IIII OPEN TO FOYER BELOW = 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY I I)I ®5D 8'-0"CEILING s 8'0"OEILING 6' , I b" 3' 2" 4n 8" 4n AN APPROVED THIRD PARTY. DN 15R I LOFT BATH #5 I r RAIL ° 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. I I " b„ I b'-O" 4 41-6,11 4" 3' 2"' bn 12 I `$se I 111 I i 11'_b" iE t 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR - - - - - - OH. <55F DEGREES SHALL BE INSULATED 1 ( m ( ,yb'm `=n I I g WITH R-3 MINIMUM. I-b III � ° C 6 4.. 3, p„ bn 3. 2.. 4„ I o ID \ ( I 1 i ti ti °o OH. C-6 ui °° 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC IMC I I I ® z [a V) `x, Tr Q N N N M f� N N / I 1 \ ls(1 568 V SD nOb 1 V -�� \ I I -O U-1 cV fV CM CM f0 — IMI 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA g Q I I I I / o �.T I 4" 3'-2" b° 3'-O" 4" I ( g MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. C-g o 3 1 I / z p VYIC 6 ®5D 1311GHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE - I I / I / 1 HIGH-EFFICIENCY LAMPS. I I ( ® - - - - - - _j - 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 I I I I I = ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY T I I I I- - CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE (GENERAL CONTRACTOR I _ _ - L - _ _ _ _ `t I I " g'_2" 4" 2'_b" " 3�_p" b" I F �) I I �o��� � TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF _ THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR -1-I - r T 1 - _ _ I I (2FLUH 8'-O" ILING I I J I I 1 IIII z U5 U5 U5 Z5 z z O z z z z -{I o 0o �= oog � UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR ° I ° I a. b" " " " 4" " b' BEDR OM #3 I I I I I I I II I w w > w w Sag 0 w w w w w w a o L - "s - - - 3-0 6 2-b 8-2 (2) 2"Xb"I I I I I I I I I w a5 U U BUILDING DEPARTMENT. I II I I 1 1 ( I 8'-0" FILING 21 F��II !?' °-I I I I II'-0" PL HT. 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IEICC 2015. III 1 I I I I I I BEDROOM #3 III I A ( N I I UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH I I I I I I I I I I 3'-0" A II'-0" b 3'-0" L_____ - ____ -__ L J J OH. N THIS CODE. Q I IF F_ 11'-0" PL HT. T- 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH — SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 OH. L — — — — — — — s J — _ _ _ J i 3'-0" Pit A II'-0" b" 3'-0" IIII ( I I CONTROL SYSTEMS. L - - -T �_— 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN %/ ( I I f I I &'-0" PL HTION! Z ACCORDANCE WITH TABLE R402.4.1.1. APPLY AFRESH BEAD OF CAULK TO THE TOP I I o = I I I I I I ® I I I \ / I \ I W U AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. I I _ o� I I / \ / \ I I 1 N 2 0 � 1 i 1 V (2)2Xb HDR 2)2Xb HD I I �- - y 10" I / 8'-0" PL HT I 1 1 1 1 I - o U o / N I I I I I LONER PL HT. > ►� O v w 2015 I RG- 62421.5 (503.8) — - I I I 2X6 H (2)2xb HDR I3052 W w VENTING 5Y5TEM TERMINATION LOCATION: - I III T- D DHT T-4" D HT I I I Q W O 0 o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT o OF 10,000 BTU PER HOUR(3Kl^U OR LE55 SHALL BE LOCATED AT LEAST LOWER PL HT. I i I _ 1 111 _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ I I I OH. Q b" FROM ANY AIR OPENING INTO A BUILDING,AND 5UCH AN APPLIANCE WITH I APPROVED BY � W O 4 AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER I'-b" I I I l-4�" HD HT Too" HOHT - IIF- I o o �� ^ HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, OH. 1 = _ _ _ _ _ _ _ _ _ _ - _ _ _ - J I N q 0 P HT AFF. I I ( P LA,N M;� !- 6 0.�=�:P I Q Q AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE � �7 _ L 1 8 1, b„ � , AT LEAST I A INCH VENT TERMINATION ALL BE LOC THE BOTTOM T 1 THE I p OH. - - - - - - - - J 1 TOO,/?+i ',;';�; !H0LD VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 1 n ABOVE GRADE q'-O" PL HT AFF. N o FRAME6i cr_ L _ � E T -T = 11'-0" PL HT. (c I o2n1� ~ w } DA7 L - T 1 OH. 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" —_ �—==-= J� o Z Z � L_ = - -T- - - - - - - - - - J - - - - Q r — — — — — — — r - - I 1 oaQ o < 2015 IRG- R312.2.1 11'-0" PL HT. = T _ IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW ni = 1 L - - I 4'-S" 2'-8" 4'-S" 4'-8" 2'-8" 4'-S" OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FIN15HEP FLOOR AND `' o �- - -- - - J GREATER THAN 12"ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW 4" " v �S�E ,,rD ARc ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: UNIT 18 3'-°° 12'-0" 3'-4" FW 3'-4" 12'-0" 3'-°" UNIT 17 �G woer ti-� *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. _ �� �� MODEL C (FESCUE) i' FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 MODEL C (FESCUE) A CENTER LINE OF A C �` _ J 1(THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION'To RELEASE THE C-� C-6 2 HOUR FIRE RATED C-6 C-7 " CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT RE515TANGE WALL A P R I u 2 018 U REDUCE THE NET GUAR OPENING AREA OF THE WINDOW UNIT'TO LE55 THAN 5.7 SQUARE FEET. I ASSEMBLY � �'a SECOND FLOOR PLAN SECOND FLOOR PLAN 3�, Iv� 1/4"=1'-0° LIKING AREA= 414 50. 1=T. 1/4"=1'-0" LIVING AREA= 414 50. 1=T. Jog 'UMBER „ „ EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW wt,,�016023 ONE CARBON MONOXIDE ALARM IN NEW NOTE 5 : MULTIPLE LVL GIRDER CONNECTIONS: 50 GFM INTERMITTENT OR NOTE "'V", THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM SHEET NUMBER ONE AND TWO-FAMILY DWELLINGS, NOTE: STAIR MANUFACTURER TO DESIGN STAIRS TO HD= HOLD DOWN © 20 GFM CONTINUOUS UNIT 18 UNIT 17 DUET CLUSTER TOWNHOUSES AND DWELLING UNITS IN FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT * AL1 DRYERS TO BE VENTED ARCHITECT AND REPORT ANY AND ALL DISCREPANCIES � GROUP R-2 BUILDINGS(CONDOS d ALL WINDO'N5 5HALL BE MEET ALL APPLIGABLE GODE5 AND TO TO OUTSIDE AIR PER CODE INGLUDIN6 ANY DIMEN51ONAL GONFLIGT5, IMMEDIATLEY TO GO-OP5)AND UNITS OFFERED FOR SALE, ANDERSEN 200 SERIES REPORT ANY D15GREPENGIE5 AND GONFLIGT5 TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G. 2" MIN Got *ALL WA5HER TO BE ARGHITEGT FOR GORREGTIVE MEA5URE5 PRIOR TO FLOOR PLAN z IN THE IMMEDIATE VICINITY OF ©= TEMPERED - ® CARBON MONOXIDE PROVIDED WITH DRAIN PANS (MODEL C) (MODEL Q ON THE LOWEST FLOOR TO THE ARGHITEGT PRIOR TO 5TAIR FABRICATION. GLAZING FROM TOP BOTTOM, ff MIN. 4" FROM ENDS DETECTOR GON5TRUGTION. DO NOT 5GALE DRAHIN65. DIMEN51ON5 5HALL w BEDROOMS, ® SMOKE DETECTOR BE GALGULATED AND NEVER SGALED UNLE55 OTHERH15E NOTED. C � 4 LEVEL CONTAINING BEDROOMS. 5D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH IN5TALL ICE d WATER 5HIELID PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH Z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN— BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 51MP50N BG52-3k P05T 6x6 P.T.P05T WITH I w PRODUCT WARRANTY I6'-2"GABLE WIDTH _ o Z) AS THE ROOF FRAMING MEMBERS. GAP ANCHOR d 51MP50N GARP NGHOR d 56MP05T 2 `0 ABJbb P05T BASE(TYP U ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING AB%b P05T BA5E(TYP O 4--) NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN -ALL COLUMNS) 0 t5 APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR, ROOF DECK -ALL COLUMNS) _BIRD — Z V 0- .2 AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HIGHER. PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 4 0 _ _ _ _ _ CODE. CENTERLINE OF 2 HR FIRE —(3)2Xa P.T — DCL- I O &_ o 0 C A RE515TANGE RATED WALL q C = 65 S jam,PPE-B PER�MA� 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE — - — CC C_6 A55EMBLY CARRIED THRll y Y (� � I II'-0" PL HT. � ■r-I U > � �, STRESS DESIGN: - - — 4-.- (3} g P r�iRpE I ATTIC TO UNDERSIDE OF I O o N} D (EQUATION 16-8) u ROOF SHTG:TYP MTf TRAPPI(LENGTHS VARY) D + S (EQUATION 016-9) I '-0" PL HT. I w I I OH. 2i I OH. ZO U w � o M N w L X a M ( ) U Q � CONTINUOUS WALL 5HEATHIN5 TO D + .6W (EQUATION 16-12) I. p.. q 12 0 12 �`° I,-o„ N� u �, co TOP OF TRU55 HER D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) OR I ~ OH. m -- I I ❑ = M °o 11'-0" PL HT. NO "R" HEEL HEIGHT VARIE5-5EE TRU55 PRANIN65 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I `~ ACTUAL HEEL fE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL fI � HATCHED AREA INDICATES _o I ° BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �, NO "R" LOCATION OF FIRE RATED ROOF N II'-0" PL HT. ,_ „ 4 N a d WALL 5HEATHING,4'-O"FROM 11 O PL HT. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND a - I 2 I'-o" J (� SPEED (101 MPH BASIC DESIGN WIND SPEED) IN NI I I Q o C-1.1 ALIGN FASCIAS pH - - - - - - - I y 12 EXPOSURE CATEGORY B. Ix I - 11'-0" PL HT. a VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE `I L - - - - - - - _ — I' 0" 2 FRAME / // / _� �_ OH. ALIGN FASCIAS C-1.1 OH. ////// , o i Z _ FOLLOWING DESIGN LOADS: // //, - I O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 — GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ( f / / / I - �_ F- ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I / — / / ��///; / I— - � 2 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ' _ /% / / 12 z 12 O 8'FASCIA BD �-4 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD — DEFLECTION OF THE LESSER OF L/360 OR .75°. I 12 z 12 — %/ / % LL O Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO q I— I a 'Al' j j j j/%j 'i Gss O ^ Cn VENTED VINYL SOFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I � j//// ////j// I 4- ❑ TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL `�' ///j/// ////j//rte u v J INCLUDE THE FOLLOWING INFORMATION: -�R, vv %//j% //j/� TRAY GEIL. , INT.BEARING I 1� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ��` I i //j/// ///jj// WALL BELOW w 2. LOCATION OF ALL JOINTS. �/j 3. REQUIRED BEARING WIDTHS. �Q� INT.BEARII G I TRAY GEIL. /�'/////j! ////%/j _ I �. I oH. LEADER TO DRYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. WALL"ELI" 4.2. TOP CHORD DEAD LOAD. No "R" 4.3. BOTTOM CHORD LIVE LOAD. I ; °° ~ 4.4. BOTTOM CHORD DEAD LOAD. oH• I ( 4.5. G� CENTRATED LOADS AND THEIR POINTS OF I) NOTE "R" APPLICA�IION. °O _J -i ^^ w I F� 4.6. CONTROLLING WIND LOADS. I I /%/// ' / ///j// , I w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR II P DETAIL I DESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, I %///�/j /j/// — — — — I ❑ NOT TO SCALE THICKNESS OR GAGE AND THE DIMENSIONED LOCATION C - 5 _ OF EACH JOINT CONNECTOR EXCEPT WHERE / /// / ////i�'�/• ,�I � — — — SYMMETRICALLY — F o LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 G 1�/ I IL) GA MIN THICKNESS GRADE A GALVANIZED STEEL s - - - /� // /// // l INSTALL HALF OF PLATES. jj j/� , � �%//j [—' END o STRNERS AP EACH 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH (3) 2X6 P05T INT.BEARING TRU55 RIDGE W/VEN Q o MEMBER. I 3 // / !/, WALL BELOW II 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO / I I G // /, I _ _ _ _ROOF TRU55 GIRDER_ _ cn GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD (3) 2X6 P05T I / INT.BEARING i// / r r - I Z ow® SPLICES. 5 RIDGE W/Y'ENT WALL BELOW �/ / �/ r j/ \ I w e®moo 0 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ROOF TRU55 GIRDER III i 11'-0" PL HT. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS - T- - - - - ��ffff�MrVENTMEMBERS. / - - - IMGs I2 O, ;; III I �� / / /� �� s a � o o ° ° � , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING 11-0 PL HT. , // f / I I I y —I o -TE rw LOCATIONS. Q III TRU55 RI GE W/V��� ° ° I 12 OH. °a * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH a(— �� III I I j /// // I I i ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND ./ I (3) 2Xb P05T SIMP5ON5TROW7i-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I o I III I I j / /1 jj I I �- - - - - Sir MTS 5TRAPPIN& I - TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS OH. 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY - - I I �/ / III rToTr€"R (TOTAL) H. A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF (3) 2X6 P05T I I - I ( j/ // I eGl // i IIS - - - -Ifi L16 ob NEW YORK. -i I I �/ / �/ / _ \ L _ _ -1f� di r � � °° * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, 1,_b„ ---Ro1 �� _ - _ �I) ( I �/ / /� / - - _ — - - - -I� ¢ N N N M ti `° N Ii 1 _ YDETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND off 1 ll- II I B \ ,/ / // / i - _ �II = �— N o o N N USE IN COMBINATION ONL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I{I- - - —I � I - - o < p o: W HHEN 5TUD5 AND'RAFTER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH O �� :;: :::::.. �� N _ - -__ - J -6 / // _ / / ( I z \ ,�I I �.: I C-6 THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I IR I N in — - r �` f/ / cx / � fl L - - - -I o:..;;;., a DO NOT ALI6N NOT TO SCALE o N �� ` �' \ al- - - -a I F // // ,I = x_ i I p 1 z . C- 5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING B 3 -� /i I� y / B N ® I - - _II ASSEMBLY TO INSURE TIGHT FITTING JOINTS. * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER Q ALIGN WI7H TOP- -I ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. { O THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND '� r- - - - - ( rT" o //'� ,/// % GHORD5 OF I ( I I- -I w �- - o N _ _ I - - - z tt ///® % /// X� ROOF TRU55E5 _ _ _ -- - �� z N METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR - - -_ _ �' z z z o z z SII - - - J �/ j /// I - - - -� ° ° �� — o 0 0 o o z z SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN O _ J h� r — , I— / //, j ,'// I I — — — 1� oo � c2 � ¢ � S2 g g DESIGNED AND INSTALLED TO PREVENT ROTATION AND - I I > > > w > > a PROVIDE LATERAL STABILITY IN ACCORDANCE WITH �C T — '�' II ALIGN WITH TOP ALIGN WITH TOP / // I I I I o o � W W w 2 m 0 ° V, ~ I CHORDS OF i// / / �4 ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ° �, L_ - - - ( GHORD5 OF / / / v I I 6x6 P.T.POST WITH o I I ROOF TRU55E5 // / // SIDEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE n I a _ _ _ - ROOF TRUSSES / �/ / // ;I LOWER ROOF TO GOOD PRACTICE FOR HANDLING INSTALLING & ° _ I / / / 5-b I 5-b , I'-o' S1MP50N BG52-3/6 N ' o ,kU // �/ ( I INT,BEARING OH. POST GAP ANCHOR BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. - NOTE I � I / r " , ( I J� WALL BELOW J d 51MP50N ABUbb N * bxb P.T.P05T WITH S r P05T BA5E TYP- PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS 51MP50N BG T HIT I'-o" I I s I I 5'-e" 1' b" 5'-b" C I �" /i ��7iI�/� /� 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN P05T GAP ANCHOR OH. INT.BEARING L I ( /� ® ALL COLUMNS) NOTE: INTER5EGTIN6ROOFS I I ON TRUSS DRAWINGS. I IY / /� / % I H. WEAVE ROOF SHINGLES AT I I GARRY TO UNDER5IDE OF d 51MP5oN ABU66 // / / " WALL BELOW / * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, P05T BA5E(TYP- I I 6' Al .//j ' / /�� I I �/ " o INTER5EGTION OYER ICE SHIELD I I I HI6HE5T ROOF SHEATHING - /JdII1/ bl I I/ // / NOTE R I __ n II'-0" PL HT. Z DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY ALL GOLUMN5) :fl r / / I MEMBRANE - GARRY MEMBRANE MIN. 24'I I TVP. ® o� /// WITHOUT THE APPROVAL OF A REGISTERED DESIGN , / / 12 12 I2 12 11-01, OUT IN ALL DIRECTION5 OF I I I I N PROFESSIONAL. I I // / /I IIL o = /1! // ' // / I— 12 12 —I I I OH. O U } INTERSECTION I I I IL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS 11'-0" PL HT. o I NOTE "R" I 1 r // - / �// ' - 1 00 Z AND METHODS OF ERECTING THE TRUSSES. THE I `� I 12 12 12 12 /%/ � Z w< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I o , / , — v w I w J oH. ( 1112 —I 12 12 I // / /// , ,_ _ - '_ „ w W a w I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE // // - I— 8 q PL HT z w-I INSTILLATION OF THE TRUSSES. I — I ( // /// - _ _ �' Z " o t11 IL I I I ROOF TRU55 z I _N L °_ -N L / /j/ j /j j///; o ° 12 12 , CO N I I I I I b'-q" PL HT N - - - - //j/ / /j8/j PL HT ® q —I`� � z APPROVED BY W 4 o / '24 12 �/ 51MPSON HGP HIP HIP PLANRAFTER, I c{ I� q � ® N b'-/�/ L/f�T/ / ///% j ° `Z�e JN I H. ❑ _ - _ _� / // //////// � N o 11'-0" PL HT. J yi T 3 J Lt"� _ CORNER TIE - //// // /// _ vIUI S T�+'''«/€� '�' 5 Ji; NOTE ,;R,; 510EWALL ABOVE LOWER I-6 �Q I /// // g" I_6 DATE ~ ROOF OH. -L GSS ,; _ •+ r/ /�j FRAME q'-0° PL HT. OH. 11-0PL HT. �, o '/ // OH. C z z I ° NOTE 'R" I.6 11'-0" PL HT. _ I I'-0" PL HT. Z q� q� II OH. q'-0" PL HT. �O L- ���-1 °� ' o o cn —� f - II'-O" PL HT. 4 0 11'-0" PL HT. I o \�(F�� ASC' ok3E9,r /x A C ;( ° CENTERLINE OF 2 HR FIRE C-6 C-7 l s"`�O ' m EXTERIOR H A L� A55EMBLYE RATED WALL UNIT 17 A I` 1 2 01 DETAILf� 4 UNIT 18 C A I ATTIC TO VNDER51PE 0 -� ROOF WEAVE 3 TOP �L MODEL C (FESCUE) -7 ROOFSHTG:TYP MODEL C (FESCUE) ODETAIL NOT TO SCALE - CONNECTION -C 5 C 5 _ . . �/� ;,Yp /'NUMBER GUTTERS � LEADERS INSTALL ICE AND NOTE R: 2016023 ALL 6UTTER5 $ LEADER5 5HALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: FIRE-ENGINEERED ROOF UNIT 18 UNIT 17. DUET CLUSTER Q "' WATER SHIELD PER SHEET NUMBER MIN. GAUGE, 5UTTER5 5HALL BE 5" 5EAMLE55, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12" MIN. HEEL ROOF PLANMANUFAGTURE'Sm RELATED � REQUIRED AGGE550RIE5. LEADERS 5HALL BE MIN. ROOF TRUSSES @ 24" O.G. ROOF TRUSSES @ 24" O.G. H�I6HT5 (U.O.N.) @ 24" O.G. - �, �; 5PEGIFIGATION5 TO (MODEL Q (MODEL C) ROOF PLAN 2x3 , .027 GAUGE W/ GLIP5 i ANGHOR5. .GAULK t 5EAL ALL DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DIE516NED BY TRU55 1/4 =1 -0 z JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.Y.G. RECEPTORS MAINTAIN PRODUCT ElN61NEER 8" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). 0 WP`RRANTY w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED A C z 4J c A C-6 E c-7 c-s � o 4'-0" 4'-0" (NO VENTING) MO VENTING) c-7 = U U ;v RIDGE VENT RIDGE VENT TYPIGAL ROOFING: CL V ARCHITECTURAL 5HIN6LE5 15# Z s 5/SFELTPLTWOODYSHEATHIN6 O 4—J 'MENT ti HATCHED AREA2-7 o o J. IND►GATES LOCATION OF FIRE RATED ROOF 4 � U -' - 6UTTERS LEADERS WALL 5HEATHING,4'-O' HARDIPLANK ALL GUTTERS d LEADERS 5HALL BE BAKED FROM CENTER OF Z ` 3 HORIZONTAL CLAP O -. _ _ - _ Q W c� WHITE ALUMINUM.032" MIN.GAUGE,6UTTER5 - FIREWALL-EACH SIDE SIDING U SHALL BE 5'SEAMLESS,O.G.STYLE W/ALL 12 y--�='1 N o v (n cD RELATED d REQUIRED AGGE55ORIE5. LEADERS 9 ❑ U M b"AZEK TRIM BOARD c M 5HALL BE MIN.2"x3",.021"GAUGE WP CLIPS 3 ixb FA5GIA BD. ANGHOR5. CAULK b SEAL ALL JOINT5. PITCH cD 6UTTER5 MIN. 1/8"/FT.PROVIDE P.V.G. 12 i 12 I"x 8"AZEK RAKE BD W/ n REGEPTOR5 8"ABOVE GRADE TO RECEIVE 9 I— _BEDROOM_#3 q PLATE HT. 12 I"x 3"AZEK TRIM(TYP) LEADER5(GL05ED GAP DE-516W. 6'AZEK 6"HIGH BLIND 12 FRIEZE BD. / - 6" DIAD.AZEK 12 .�. TRIM BOARD FLASHING q / 12 G ~ / HARDIPLANK = G - z HORIZONTAL 6"HIGH BLIND O GLAP 510IN6 FLASHING ~ 4- 4 1x8 FA5GIA BD. ALIGN _ r r — — — — — — — — U Ix AZEK TRIM FASGIAS - -----_-_ - -- ----_._.-- ALL SIDES DINING ROOM T - _ GREA_T ROOM _ GREAT ROOM Z PLATE HT. „ L PLATE HT. PLATE HT. I-0 OH• 2ND FLOOR LINE / / / I-0" – – , --- I-0 0 O H. " 1 6 - – – � � " 1 ., , . � OH. CLOSET I I'-6 OH - _ GARAGE F AZEK I I I I I - I I PLATE HT - OH PLATE HT. FRIEZE BD. I I I I I Ln I'-O" ELI OH. - _ Ix&FASCIA BD.EIEI I I I I I O m I I F1 - I I PJ"AZEK = I I „ I I I ❑ \J =CL / / FRIEZE BD. I I6- BI WI TH i I 0 10 AZEK - I I = i o FRIEZE BD. 1x4 AZEK I I I Ixl2 AZEK / TRIM ALL TRIM i i ' I I I SIDES i i i i i i 6�AZEK�TRIM COLUMN® GOWERE I I I I I I I I PORCH BEYDI�ID - I I I I I I I I O ELF1 F O' I I - FIN. IST FLOOR FIN. IST_FLOOR _ - I -r -' - - I ' i I i i i i _FIN. IST FLOOR FIN. IST FLO01 ' / - - ELEV.+O'-O" / / // " ELEV.+O'-0" F- W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I jr===�� SOFFIT:::::� I I I 6x6 P.T.P05T WITH 51MP50N ALL 51 E5 1M I 111 11 1 II IIII I I I BG52-3/b P05T GAP ANGHOR 4 I ❑ T I I it I 51MP50N ABU66 P05T BASE(TYP- W O Iii II IIII I I ALL COLUMNS) 4 I I L6RE551111 I �INDow JII I I I o c I --- ---- I I 10" 5QUARE HB 4 6 PERMA GA5T I LI---------I-� I 9 COLUMN#46382 W/SQUARE I U FDI FLAT GAP 8 BA5E (OR EQUAL) I j - CORNER COLUMN TO BE I i PROVIDED W/SPLIT KIT i BA5EMENT _ _�- - _ _ _ _ _ _ _ _ - BASEMENT BASEMENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ BASEMENT (n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t - - - - - - - - - - - - - - - - - -� I- rt L_ — J- - - 1- - - - - - - - - - - - - - - - - - - - - --i - - - - - - - - - - - - - - - - - - - - - - - -� L - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - I W Z) O CL 2 HR 5EPERATION (L 2 HR 5EPERATION 0 )F� A WALL PER UL#336 WALL PER UL#336 A C 2015 IRC- 62421.8 (503.8) FRONT ELEVATION C-7 C-6 C-6 C-7 � ELEVATION VENTING 5Y5TEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE wIITH AN 1/4" = I'-0° 6" HIGH BLIND B I�4" - 11-0�� I INPUT OF 10,000 BTU PER HOUR(3KH)OR LE55 5HALL BE FLASHING C-6 LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR 5HALL BE INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND LINE OF ROOF co AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR BEYOND® MASTER 12 Iw- r; o r � � (6 oS SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION BEDROOM - CNIn 7 4 r N N M M (D r CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. RIDGE VENT RIDGE VENT -��- - 12 - - OE T 112 2015 IRC- R312.2.1 VENT— IN5TALL ICE 4 WATER SHIELD IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN PER MANUFACTURERS OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24 SPECIFICATIONS TO MAINTAIN ffi T �� PRODUCT WARRANTY ABOVE THE FINISHED FLOOR AND GREATER THAN 12" ABOVE RIDGE VENT �_ - � �����'� -KI --- -- - iri THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE NOS: - 12 _ _ LINE OF DORMER o 0 0 o o Z EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL APPLY ICE t WATER 5HIELD IN - �- HALLS BEYOND® v> ; co COMPLY WITH ONE OF THE FOLLOWING FAIR WEATHER HEN THE AIR, BEDROOM#3 w w w www a "OPENIN65 THAT WILL NOT ALLOW A 4 INGH DIAMETER SPHERE ROOF DECK AND MEMBRANE , �� r- - -_ w It W_ w 05 U TO PA55 THROUGH THE OPENING IN IT5 LAR6E5T OPENED ARE AT TEMPERATURE5 OF - - ��-•=- -EXPO5E0 LOW 6DR�- 12 (D POSITION. 40"F(566)OR HIGHER. = LINE OF ROOF 9 0 FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 FLUSH ROOFS (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 1x8 FASCIA BD. = =BEYOND® GARAGE 04 0 RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO 8'AZEK - -�-�-.`-� �- FRIEZE BD. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 51 SQUARE FEET. GREAT ROOM_ _ -- - - - DIN A BEDRM#2 uu l! PLATE - - PLATE HT. I- _ - _ i IJ 1. , „ - - z OH. I i #` _- -10"AZEK � c� -`;j MIU11 ELII I I I - 2'-0 FRIEZE BD. r�- 1I o U 12 I \ © / 9 I I I I I - -- - W �.L� �-�{ w LINE OF ROOF I I ;;1 '! TRU55 BEYOND _, i i 10 5QUARE H646 PERMA "`_ I (I'' 1 i i i i \ / - v o 4 G-I i i GA5T COLUMN #46382 Wl i i I I I I -- 1 EXTERIOR WALL Q !,; , Q I I I I -HARDIPLANK SHINGLE SIDING o O _ ! 1 ! ! i i i i -TYVEK OR EQUAL 5' -_ SQUARE FLAT GAP � I I!, BASE (OR EQUAL) - i I o I I i t = o ' (3) 2x8 P.T. GIRDER I I 1 I I -1/16 05B SHEATHING W CORNER COLUMN TO BE -_ -2x6 WooD STUDS® I6"O.G. w BEYOND -_ 1 -i _ - _ - - T i-- _ __ I I 1 1 - -o -6"R-21 BATT5 I I ! . T ----- PROVIDED W/SPLIT KIT � : -, - APPF�,OV�� �Y ❑ w Ixb FA561A BOARD I I I w I I! i i i FIN. ISTFLOo PLANNING BOARD FIN.IST FLOOR I i i I -1 , - - r- ELEV.+0'-O" ELEV.+0-0 m TOWN OF SOUTHOLD Z Z J 51MP50N LU52b-3 FACE - - - - - - - - - - - - - - - - z MOUNT HANGER i I ( I ( bxb P.T.P05T WITH I I 10" SQUARE HBt6 PERMA I I DATE Z a i � _ o Z— GAP P05TEASE(TYP SQUARE FLA GAP d HALL® 6ARAGE w .. ..... .. . (3) 2x12 P.T. 61RDER BEYOND I I I I I 51MP50N BG52-3/6 POST I I GA5T COLUMN 46352 H/ I k: I I T I I 1 I HALL®GARAGE I I I I I I BA5E (OR E AL) < �` 1-O Ix AZEK TRIM BOARD OVER BEYOND -ALL GOLUMN5) BEYOND �5 CORNER GOL MN TO BE O ogE�2T 0 'Sid, PROVIDED 5PLIT KIT � OH, 61RDER5(TYP) o FDI I I I I I I I I I o 1- ww-� e- V, I I I I I I I I I I n 51MP50N BG52-3/b P05T GAP ANCHOR z �' a, 10 SQUARE HBd6 PERMA GA5T L J i COLUMN #46382 W/SQUARE ! ' I .dwFLAT GAP 8 BASE (OR EQUAL) - I i I I I I I I I _ - I - - _ ❑ ? 31 Q� BASEMENT _ _ _ BASEMENT APR 1 8' 1 O 1 i - - I - - - - - -I - - - 4" 2._O.. I 4 CORNER GOLUMNTOBE � - - - - - - - - - - - - --rt- - - - -� - - - - - - - � - - - - - - - -i-I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - � -I- - - - - - - � �. PROVIDED H/5PLIT KIT I bxb P.T. P05T WITH 51MP50N 6,016023 NUMBER ABUbb P05T BASE (TYP - ALL { GOLUMN5) u i END ELEVATION B Q SHEET NUMBER TYP. REAR COV. PORCH DETAIL I Ii4° = I'-0" C-6 = FESCUE. MODEL C3/4"=1'-0" G- U) C � i0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 38'-6" U) H Z W C A Gk 2 HR 5EPERATION 0 C-7 C-6 WAIL PER UL#336 U 14'-4" I O `�r'�d` (� Z V _ 0 O (D o rn m cp cp F— �:3♦ CA U n/ •C N U) !E C.) C.) ;v ca Lo 8" 12'-ID" 8 10'-0" 4'-II" 4'-4" M.O. 5'-1" z L :F, °'M X Lu C U G` .24 U I ❑ = ti to q M 7 o UNEXGAV. 1 4"P.G.SLAB WITH bxb, a 10/10 W.W.M.OR FIBERME51-1. — MIN.3500 P51 GONG. N 2 FD 1 r HIP Xx 4 C , z: EGREZ SS I O t WINDOW o b I o 4 O I 2x12 FLOOR JOISTS "' _ HD 21lx 10" ® 16"O.G. SLAB SEAT _ 4 o ZO . 4" WIDE J015T HD J U SEAT.T.O.SEAT FD 1 o Q ELEV= (-)I'-I�" OW Ln 12"P.G.FOUNDATION WALL I = O M WITH DAMPROOFING ON 4 " I / z ` 2'_p■ 10" 24"x 12"P.G.FOOTING 13'-2" FDI q-4 14=8 v 4 IL o I 10" P.G.FOUNDATION I w DIREGT VENT HEATING EQUIP. '- 3�"DIA STEEL COLUMN I WALL WITH DAMPROOFINC6 HD APPLIANCE GLEARANGE ON O"x x P PG I }I- ON 20"x 10"P.G.FOOTING • IANGE5 SHALL BE INSTALLED FTGI(U.o I I I a I / 4 WIDE WI THE CLEARANGE5 FROM T.O W.ELEV. = D O L_ UNPROTECTED COMBUSTIBLE UNF N15 D_B 5 HENT —j J015T SEAT. M TERIALS A5 INDICATED ON TE ■ TOW.ELEV= (-)I'-I ° APPLIANGE LABEL AND IN THE L 8 o ;EI ���� u, 5PRAFOAM IW-:01L 1I MANUFAGTURER5 INSTALLATION AL011�6 1 L FAG F FW.WALLS-FULL INfTRUGTION5. HT O�R DRA _ ___ KET INSULATION ao 0o I r T EATING HOT WATER PIPING AND/ I w w • �P OVIDE FRESH AIR INTAKE p p NYS GORE T5 TO INSULATED A5 PER CZ ME( EQUIP PER CODE Q r- I I0 HD 2x12 FLOOR JOISTS I 2kF2 Pk66R J�5T5 2x12 FLOOR J015T5 m V,/ r h V 21-0" ® I6"O.G. ® 16"O.G. �� / ® 16" O.G. \ ❑ T O 1 --1 ' 1 — - - 1 1 L - L 1 J BASEMENT 1 F 5 B 8 \ / U FD1 I = *4'PG.SLAB I . P51 GONG - FDI I `� MILENE VAPOR cv BARRIER p 'TAMP dFILL T�91 5Xi DENSITY 10" g'-p" 15'-0" L— - a� 14'-2" I 6 POST ABOVE (4)2"XI2"FLUSH ~ Z 4 I� J � _ -- W F- _ _ (2) FJ UNDER BEARING WALL L - COQ � O 30 L I TOW.ELEV= 10" 5'-4" Lu o xl- 4 WIDE J015T - U 12 FL I � o SEAT.T.O.SEAT - - - - - N ELEV= i 2 I LOOK JOISTS ' — I- I G b" O --- HP L — I T. H vi o r� 7 of J „ Q N N N M t� N UNEXGAV. 2x12 FLO R JOISTS I o ° E O O 1 0 N N ri r> to 1 4 P.G.SLAB WITH @ It"O.G. I _ 7 6 b,10/10 W.W.M. - FD1 OR M FIBERMESH. _ rN a Gt7NG 500 P51 N X I 4 3 B I B 1 r- 8 4-b I-0 Q-10 ry - 18 2"x lo" N FDI C-6 C-6 tSLAB SEAT s cn 3'-2" 1-0' - I #5 �,ORNE KEBABS W/ 4'-0" -2 z z z o z z z w - -- - (1-655 ® MIDPOINT OF I o o o o o g (2)2XI2 FLUSH FOUNDATION WALL t I'-b" I w w w m U T w w � w w � a i ( )2"XI2"FLUSH - FROM TOR 4 BOTTTOM. 4"WIDE J015T 03,44 UP 14R 00 SEAT.T.O.5E TCl ,2x12 R JOISTS UNEXCAVATED TYPIGAL o Q ELEV= (-)I'-I " ® I .G. Q II o 2'-6" a 14'-2" g" 6ARA6E SLAB tY '4"PL.SLAB(MIN.3500 P51 GONG) Q in REINFORCED WITH 6x6,10/10 W.W.M. S "TAMP d FILL TO 95%DENSITY O O "SLOPE 6ARA6E SLAB DOWN 2" ~ 12' FLUSH — TOWARDS GARAGE DOOR N • - Z �- P I W HD 2 12 FLOG JO 5T5 0 r� CD o CL ® 161,0.61 OU } J m `r 10" 2' " v II'-8" 8 17' 10" b" w Y cl -6 F- S" P.G. FOUNDATION KAI L zQ E....I —' WITH DAMPROOFIN6 ON U HD TOP OF WALL 4'WIDE J015T I Ib"x 5" DP P.G.FOOTING- A P R RO V ED BY c/) O �n ,? SEAT.T.O.SEAT DN= -I'-2" I O ELEV= 4 - I I P�.0�+►V�aNI IGi BQAPD , ❑ _ TOWN OF SOUTHQLD 2x12 FLOOR JOISTS . . • J r ® 16 O.G. AD AD o DATE 10" II'-4" 10" 0 3 I z m v FD1 `^� J Z c) (D 0 0 (1) .. ... .. ... ..... ..... . HD o HD I6'-0" M.O. 2 �n FD 1 2 HR 5EPERATION �+ 2 �' i a`"' z 2'-0" 2'-b" 2'-6" 13'-0" I S'-b° I WALL PER UL#336 APR 1 >, ❑ 9 023 �0 0 C 3b-6 A c-7 c-sNil o r.N ESN '/JO'b NUMBER GENERAL CONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW w 016023 HD= HOLD DOWN THESE U REP DOCUMENTS UPON RECEIPT FROM FOUNDATION PLANFESCUE (n SHEET NUMBER MULTIPLE LVL GIRDER CONNECTIONS: ARCHITECT EGT ANAND REPORT ANY AND ALL D15GREPANGIE5 Q FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT INGLUDINO ANY DIMEN51ONAL GONELIGT5, IMMEDIATLEY TO MODEL C7: AB= ANGHOR BOLTS® TOGETHER W/ 1/2 BOLT5 © 2-0 O.G., 2 MIN, ARCHITECT FOR CORRECTIVE MEA5URE5 PRIOR TO �� Z 6ARA6E SIMPSON � MIN. 4" FROM END5 CONSTRUCTION. DO NOT 5GALE DRAWINCS. DIMEN5ION5 SHALL 1/4 =1 -0 FROM TOP � BOTTOM, 5TRON6 WALL5 BE CALCULATED AND NEVER 5GALED UNLESS OTHERH15E NOTED. W C � 2 1 I � COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED q 2 HR 5EPERATION E-- WALL PER UL#336 Z W � q" (R-30)E ATT5+b"(R-1q) b" (R-Iq) BA U - ^ - 3) � 10 SQUARE HBd6 PERMA I BATrS MBINED INSULATION CONTINUOUS VE O GA5T COLUMN #46352 Wil a12 VALUE F R-4q) p u 0 bxb P.T.P05T WITH I I C SQUARE FLAT GAP 4 BA5E A 51MP50N BG52-3/b POST I I 14'-2" I C-7 (OR EQUAL) - CORNER C-6 O o � N rn m GAP ANCHOR 4 51MP50N i COLUMN TO BE PROVIDED U ,� s R5 � L ABUbb P05T BASE(TYP I I W/SPLIT KIT ❑ U 'c N �' -ALL GOLUMN5) I I I „ I - 2"x 6"NAILER-LAB o�,> Q 2-0 13-2 I I'-0" 14-2 Q ljJ I COVERED (2)3016 TR o BOLT TO VERT 5TU E s L� AL16N TOP OF (2) O DH W/ "DIA X b"L BOLTS [YI O L u TRANSOMS (2)3050 DH Q w � M N ® 8'-O"HD HT ® 8'-0"HD HT „ U PORCH b T _ 51-611 51-611 61-1011 l-4 _ _ _ � `} IL ^ .. ... .. .. .. :.. ... .. ... ., co M N M �=- o X� I Iq Iq 2"x 6"RR® Ib" I I ry D1 r - - 1r - - - , DI OG I HD L _ _ - J L -� _ J HD I I q" (R-30) BATT5 a i gO16 TR a I 6080 5L. L. DR W/ Ib TR (2)2X10 HDR J I Iq 2"x 4"SOFFIT BMS oH. 51D LIGHTS `�' 50 H>a, I F - _1F _ - - -I DI ® I6"OG Q � 1 3050 DH I =_1F L - - -�J - - - J HPIF N I I N DI I r _- - - _N - - �L J VAULTED CEILING �� \ (2)2X HDR J WINDOW HEADER PERP N I I I O 1 - - - - - - - - - BREAKFAST \ / LA HD AREA \ \ // 525" II l/8"LVL HDR � TRANSOM WINDOW -41 BEDROOM #2 m F- b° 14'-0" 3'-0" 4'-2" 2'-0" 4" 1 14'-0" I 4 I I fn 22816 TR852 DH® 1 17 I 1 r = ( I p 8-0HD HT I I _ 0 21p� I I 2"xb" ® I6"OG FOR SEAT &'-0" O 4 LJ N I I I - o m I 13'-O"TRA CEILING I CLOSED GELL 5PRAY FOAM U- L n -- I MASTER BEDROOM DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY H II I I I I I I I FILL SEAT CAVITY Z rn VAULTED CEILING 1 I 1 m I ;fl PRE-FAB 35 Qj� GREAT ROOM IL--� o I �- 1 1 2 5IMP S"® END W/ R FIRE LAGS z 51MP50N CONNECTOR I 51MP50N H2-5A CONNEGTOR5 oz m I I I"x 12"AZEK TRIM VAULTED GE LING I BD GYP BD TEMP GL DR5 K I TGH N 01 RATS HEARTH I I I I o 3/4"T46 056 SUBFLOOR- 1 CLUED 4 SCREWED-RUN ~� 1 - - - - - - - - GONTINUOU5 BETWEEN PLATES l/I6" 055 5HEATHING N O ENERGY411 \ ( AT EXTERIOR WALL .�. 4.. / 4.. 4 ^ � T � 6. 6.. 4. 3. .. 5'-0" 5'-0"\ 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS m 2X12 FLOOR W THEY APPLY TO ENERGY CODE ARE BEING FOL OWED 2816 TR® I ( Q - - - - - - - o _ / \ JOISTS® Ib"OG. 2. AL1 CONS UC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY N 2852 DH N v - - - I FIRST FLOOR LINE p CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE 8'-O"HD HT L J N `�56 m AILING PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 4'-2 2 0 4 q'-0" I t I ❑ O 12 q-0 GEI INC „ _ 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED 8Y THE BUILDER AND POSTED ON A D) CANTILEVER `�6 WIC' �WIGL� WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY (2)2X12 FLUSH PANT. LIN. .�'°� 68 1 1 UNFINISHED WITH IRC N1101.14. Ll <o (- I LINE OF SECOND = q'-O" "' I 22"X 30"ATTIC I ; I BASEMENT U 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 1 1 FLOOR ABOVE CEILING L_ _ J AGGE55 HATCH EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. I I 4 -b 4' 1 I I r INT BR6 FIRTH I I F- �'--1 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE (3)2816 TR d� I L J ( m r INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE F_ VAULTED CEILING (2) 2X12 ® END 1- REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL (3)2852 DH - = ♦ 0 0-- COMPONENTS AND VERIFY COMPLIANCE. 8'-0"HD HT I I I DINING AREA z WC I ` - - - - � j z 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS I L -1 Zo I (2)2668 BIFOLD DOOR5 1 I I ®5D NO "A"GANT'L Fv I (R-13)CL05ED CELL 5PRAY FOAM IN5UL W THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN 10" SQUARE HB4G PERMA 'f' o ALONG INSIDE FACE OF FND.WALLS-FULL HT APPROVED THIRD PARTY. r m LOW(2)2X10 HDR--}T- m bbd ® b� q'-O"GEILIN6 © U CAST COLUMN #46382 W/ I I I ( 66 I q-O cn 'L 5D 'L'° EF � � OR DRAPED BLANKET INSULATION O 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM a 5QUARE FLAT GAP 4 BA5E I CEILING _ MASTER OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3' IN (OR EQUAL) - CORNER I I (3)2X"6 21 "G' DN 14R Iy BATHROOM I ❑ DIAMETER. COLUMN TO BE PROVIDED l L J P05T pI o 4" 3'-10" 4" • 3'-4" 4" 10'-4" " 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. Q W/5PLIT KIT _ 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERIMINE AIR LEAKAGE BY "' HD e ?�8 GL.. BEDROOM #2 BAY DETAIL AN APPROVED THIRD PARTY. Lf_ 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. xG-3 1q5HHR PAN 1'= I -0" 1O.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR ctm 5016 TR f GOVERED I <55F DEGREES SHALL BE INSULATED - f3) 2x6 HDR DI I�� I PORG�f I g o N°� �� � � ;z WITH R-3 MINIMUM. B ;� 3050 EXT IN5UL OR I� 1 1 1 9 VAULTED GEIL N6 � B M o r cD rn 2868 IN5�UL DR- r T C-6 W/(2) 12" N = I I 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 5_4. I I FOYER - _ 45 MIN.FIRE I TEMP. GLA55 SIDELIGHTS ry N RATED W/SELF I PTN ON 2X4 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ONLOADCALCULATED PER ACCA m ( I.. II b 4, b '- I GL051N6 DEVICE I I KNEE WALL MANUAL J AS PROVIDED BY A THIRD PARTY HERS RA 2{ 5-4 10'-0" 3'-4" "2 2X12 J. 1311GHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE bxb P.T.P05T WITH Got m I TWO GAR GARA6E I 5IMP50N BG52-3/b P05T HD - ° I *4'P.G.SLAB(MIN.3500 PSI HIGH-EFFICIENCY LAMPS. GAP ANCHOR 4 51MP50N 0 MALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE', IRC CHAPTER 11 ABW6 P05T 8A5E(TYP I J CON,)REINFORGED WITH bxb, ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY m -ALL COLUMNS) o V I I 10/10 N.M.L�LI I CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR m f SLOPE GARAGE SLAB DOWN 2' 1 TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF Iq WC _ ®`'D TOWA 6ARA6E DOOR °� 1 I z co z t1�11 z z z o z z z co DI = UP 158 1 # " 'X'GYP BD ON 6ARA6E z I O 12 O H O O THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR I = Q 5 S2 T D ¢ S2 S2 g Z 3030 AWN b" 8'-b"©EF 4" 4'-b" 3'-g" 6' IU- WALL d GEILIN6 U- > > > w > > UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR I ; " 'X'GYP BD ON INT of �' -2 w w w -i w w , ® 8'-0"HD HT " - N N 1 W W W w � w m U BUILDING DEPARTMENT. Fn 10-0CEILING % cn I LIVIN SPADE COMMON WALLS TO BATH #2 d 6ARAC-E N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IIECC 2015. m - m UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH `r I m THIS CODE. a v I o 0 HD bb I N N 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED IFOR EACH `L ( 1 LINE OF 5EGOND SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 Iq .�06 INT BRG PRTN i I I I FLOOR ABOVE CONTROL SYSTEMS. GL. 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN �, DI b� 16' APPROVED BvZ1 (R-21)BATTS L (3) Ij"X Ib"LOW i S• 1 W ACCORDANCE WITH TABLE 8402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP `l. (4)2x6 POST AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. II'- "GEILIN6 I LVL GIRDER UNDER PLAN'NiNG 61OARD a„I a BED ROOM #2 _ I L _ F_ - - 7 - J I _ BEARING WALL o co HD - - - - -J- -L - - eOlh'f"� OF SOtUTE�OLD � � o 2015 IRC- 62421.8 (503.8) 12'-0" 6. 18'-0" 4 > ui w m_ I I VENTING SYSTEM TERMINATION LOCATION: k " I Iq DATE ( 01 f z of� w = Q _ l f ~ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT N 16010 OH DR ry ® p1 Z OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEA5T �, e _ _ - _ _ 0 r C7 h-1 b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH r- - - - - - 4 � O Hp � 5 I/4"x I6"LVL HDR ;fl HD W � n AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER '- Iq - HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, D/21 I 0/21 AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR 5HALL HAVE o DI DI AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE V) ENNNINNII VENT TERMINAL AND THE AIR INTAKE 5HALL BE LOCATED AT LEA5T 12" x ABOVE GRADE. F'---i a SEAT 0 HD (2)2X10 HDR HD - _ [���� f- z !� m L z IF - - - a ' APR l a g 18 z 2015 IRC- 8312.2.1 IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW t', L 72T301 L - - J D (� o o cn OPENING 15 LOCATED LE-55 THAN 24"ABOVE THE FINISHED FLOOR AND (2)30 0 DH f... . ` W RE D,cM GREATER THAN 12"ABOVE THE FINI5HED GRADE OR OTHER 5URFAGE BELOW ® 8-0'HD HT I ❑ \5;� C ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOH 5HALL GOMPLY 4'-0" 4'-0" U. C� 03ERT 1Y WITH ONE OF THE FOLLOWING: 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 2'-6" 81-0" 2'-6" I'-o° Ib'-0"R.O. I'-4" `� 4ij THROUGH THE OPENING IN IT5 LAR6E5T OPENED P051TION. rn FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20gO Z (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE 2'-6" 2'-b" I CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT = Y F T WINDOW IMIIT TO 55 THAN II II li TOTAL LIVING AREA 201550., T. o! �- REDUCE THE NET CLEAR OPENING AREA 0 THE LE �2 HR 5EPERATION FESCUE �- NOTE A : 2X12 EJ @ 16 OG. o 5.15WARE FEET. 21_p C 36'-4" A WALL PER UL#33b C-7 C-6 - B NUMBER EF =EXHAUST FAN: GENERAL GONTRAGTORS AND 5UBGONTRAGTOR5 TO REVIEW -2 016 0 2 3 ONE GARBOV MONOXIDE ALARM IN NEW 1� 1� HD= HOLD DOWN 50 CFM INTERMITTENT OR �� " THE5E GONSTRUGTION DOGUMENT5 UPON RECEIPT FROM FIRST FLOOR PLAN NOTE 5 : MULTIPLE LVL GIRDER GONNEGTIONS: SHEET NUMBER ONE AND TWO-FAMILY DWELLINGS, NOTE: 20 GFM CONTINUOUS NOTE V : � TOWNHOU5E5 AND DWELLING UNITS IN 5TAIR MANUFACTURER TO DE516N 5TAIR5 TO • ALL DRYER5 To BE VENTED ARGHITEGT AND REPORT ANY AND ALL DI5GREPANGIE5 Q GROUP R-2 BUILDINGS(CONDOS 4 ALL WINDOW5 SHALL BE FOR ALL MULTIPLE LVL GIRDERS LA6 BOLT TO OUT5IDE AIR PER CODE INGLUDIN6 ANY DIMEN51ONAL GONFLIGTS IMMEDIATLEY TO 1/411=11-OT' MODEL CIL GO-OP5)AND UNITS OFFERED FOR SALE, ANDERSEN 200 5ERIE5 MEET ALL APPLICABLE CODES AND TO LIVING AREA= 15Qq 5Q. FT. z REPORT ANY D15GREPENGIES AND CONFLICTS TOGETHER W/ I/2" BOLTS @ 2'-0"IO.G. 2" MIN Got * ALL.wasHER To BE ARCHITECT FOR GORREGTIVE MEASURES PRIOR TO ' IN THE IMMEDIATE VICINITY OF 0 = TEMPERED ' ' ® CARBON MONOXIDE PROVIDED WITH DRAIN PANS GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN51ONS SHALL GARAGE AREA= 511 50. ET. (D BEDROOMS,ON THE LOWE5T FLOOR TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING FROM TOP I$ BOTTOM, It MIN. 4" FROM EN05 DETECTOR LEVEL CONTAINING BEDROOM5. ®5D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. COVERED PORCH AREA= 250 50. ET. w C � 3 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z W E U o z ^ , `V N AvF- - — — — — — — ���— — F-7T---1 I II'-0" PL HT AFF. U � � - -- - - - - - - - - - -L-4-- -I N � +�+ N c, � C A z U ! OH. C-7 C-6 2 HR 5EPERATION U < w C r- M co ,� I I I I WALL PER UL#336 11-0PL HT AFF. I I ! I .24 U M N o I I I � a I I I I I I I I I V-O" PL HT AFF. i 7 �- � p �- I cr) _ \ / z I � i I �- - - - - - - - - -� I o T�rI I � I I I I u— Ln IIII I I I I I z CY"� I III r- T —I I I I I 0 — � F- � i II II I I II I I I IL — ��� I I I !-1 III II I I I III !! I III I I I o O ENERGY I I II I NOTE "R" III I I I I I I I I I,Oo I 0 N 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS I ! I I I I I Z I I J- THEY APPLY TO ENERGY CODE ARE BEING FOL OWED L- J I I I I ' i I I I I U)- - - - - - - - -� W 2. ALL CONS UC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY L � - - J I p CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE I I I i I / \ I I m �J PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. I' / \ I ❑ w O 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A !') A I WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY !!I — WITH IRC N1101.14. 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. i I � I'-0.. b" 15'-4.. r4'L-0.. � I 13'-10"� � 4�I i 15'-D" 4.. 11-4" p (n u 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE OH I = I I Q wT INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE (ill _ � ~ REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL `t \ _ ` _ L = FT- I I I m COMPONENTS AND VERIFY COMPLIANCE. IIII (4) 2xb P05T ! 6. TESTING - BUILDING OR DWEWNG UNIT SHALL BE TESTED AND VERIFIED HAVING LESS III ROOF TRU55 CARDER I INT BRG PRTN I I W THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN - - - - - - -- APPROVED APPROVED THIRD PARTY. I l p 1116 1 U 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM III RAIL TUB I p O OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3" IN IIII — DIAMETER. 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. - PRESSURE TEST TO DETERMINE AIR LEAKAGE BY IIII 15 2" 4 © 61-611 8. DUCTS TESTING DUCTS SHALL BE R ED OPEN TO FOYER BELOW AN APPROVED THIRD PARTY. IIII ® 8'-0"CEILING `? 8'-0"CEILINC 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. DNJ 15R RAILLOFTLOFT BATH #3 I `� 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR <55F DEGREES SHALL BE INSULATED L - - - - - - " b" 4" 4'- 4 b" b" -1 - b-O " 3'-2" ' WITH R-3 MINIMUM. rel m I ci � I Q N N N 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC I_b I �- I I I - �� - `q N "' M `D OH. I I I 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA i MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE B p I ! I I o I 4"e 5-2" b 3' O" 4" B HIGH-EFFICIENCY LAMPS. Lu I z o TIC `� o 050 C-6 MALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 � I ! I� I � I z � ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY I CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR i I I I,I II I \� I N z TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF L� z z z o z z N THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR -I �- - - - - - I O 2 O E O O g z _ N T D U5 Q (A (n UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR I _1 I C - T I I - - - I w w w w m U BUILDING DEPARTMENT. IIII-�—o-1� II II II I I I II I 4� 8-2" 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IIECC 2015. 3 b 2) 2US„ XHS I - I b o UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH 8-0" EILIN6 FL THIS CODE. N BEDROOM #3I I I o ig.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 Il'-O" PL HT. _ = I CONTROL SYSTEMS. IRV IO I L -1 - - - - - �ry 3'-0" I b 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN L - - F f:7 - ——— — - - - - - I APPROVED B i F- ^ ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP wI�+�I AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. / I i / \ / \ i PLANNING BOARD „ _ I TOWN OF SOUTHOLD 0 U 0 2015 IRG- 6242"1.8 (503.8) Io I i /� 8'-0" PL HT ! \ / I I I DATE �}, I O �' W w O w VENTING 5Y5TEM TERMINATION LOGATION: 0 o -r�j7 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT _-� I I 2X6 H (2)2X6 HDR i 1� OF 10,000 BTU PER HOUR(3KW)OR LE55 5HALL BE LOCATED AT LEA5T -I I ( 9 O 4 6" FROM ANY AIR OPENIN6 INTO A BUILDING,AND 5UGH AN APPLIANCE WITH LOWER PL HT. I I I 4 W AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER I I I I I p HOUR SHALL BE IN5TALLED WITH A Cl 305 DH 3052 DH INCH VENT TERMINATION CLEARANCE, 305 HD HT 305 DHT AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE I'-b I I ( ❑ F ii AT LEAST A 12 INCH VENT TERMINATION GLEARANGE.THE BOTTOM OF THE OH. VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12m (0) _ ABOVE GRADE. I I iv I J v 0 I [�]I 16 l i z z ui OH. q'-0" PL HT AFF. P f? f t> 2 018 a a 2015 IRG- 8312.2.1 I L — — J 2'-4" 2'-4" 2'-4 2'-4" IN DWELLING UNIT5,WHERE THE TOP OF THE 51H OF AN OPERABLE WINDOW L _ J - OPENIN6 15 LOCATED LE-56 THAN 24"ABOVE THE FINISHED FLOOR AND II'-0" PL HT. _ r - - - - - - - - r -- I 2 HR 5EPERATION W qR L I 4'-8" 2'-8" 4'-b" WALL PER UL#336 p �� C' 6REATER THAN 12"ABOVE THE FINI5HED 6RADE OR OTHER;5URFAGE BELOW o L —_� _ � BERT y� ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOH 5HALL COMPLY U �0 WITH ONE OF THE FOLLOWING: "OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHIERE TO PASS THROUGH THE OPENIN6 IN IT5 LARCE5T OPENED P051TION. _ z 3'-0" 12'-0" 3'-4" x� -r� �„e m FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2'000 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION(TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNITTO L.E55 THAN C A FESCUE [Ell ,� � �O 5.7 5WARE FEET. C-7 C-6 N E� 6BAUMBER EF =EXHAU5T FAN: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW 016023 ONE CARBON MONOXIDE ALARM IN NEW NO "5u; HD= HOLD DOWN 50 CFM INTERMITTENT OR LLI MULTIPLE LVL GIRDER CONNECTIONS: " ° THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ONE AND TWO-FAMILY DWELLIN65, NOTE: © 20 Is CONTINUOUS NOTE V : SHEET NUMBER TOWNHOU5E5 AND DWELLING UNITS IN 5TAIR MANUFACTURER TO DE516N 5TAIR5 TO ` ALL!DRYERS TO BE VENTED ARCHITECT AND REPORT ANY AND ALL DISCREPANCIES SECOND FLOOR PLAN Q ALL WINDOWS SHALL BE MODEL C Ia: � GROUP R-2 BUILDINGS(CONDOS 4 MEET ALL APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL CARDERS LAC-7 BOLT TO O�UT5IDE AIR PER CODE INCLUDING ANY DIMEN510NAL CONFLICTS IMMEDIATLEY TO CO-OP5)AND UNIT5 OFFERED FOR 5ALE, ANDER5EN 200 5ERIE5 TOGETHER W/ 1/2" BOLT5 ® 2'-0" O.G. 2" MIN 002 ' ALL!WASHER TO BE ARGHITEGT FOR GORREGTIVE MEA5URE5 PRIOR TO IN THE IMMEDIATE VICINITY OF REPORT ANY 015GREPENGIE5 AND GONFLIGT5 Q = TEMPERED ® CARBON MONOXIDE PROVIDED WITH DRAIN PANS LI�/INC AREA=: 414 5Q. I=T. z BEDROOM5,ON THE LOWE5T FLOOR TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. GLAZING FROM TOP BOTTOM, MIN. 4" FROM EN05 DETECTOR BE GALGON5TRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL C � 4 LEVEL CONTAINING BEDROOMS. BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w ®5D SMOKE DETECTOR p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 1 //^� vJ C) IN5TALL ICE 4 WATER 5HIELD PER I6-2"GABLE WIDTH w MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN O F PRODUCT WARRANTY 6x6 P.T.P05T WITH U NOTE: Q= 51MP5ON BG52-3/6 P05T O 4--d V w APPLY ICE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK ° GAP ANCHOR d 51MP50N p V AND MEMBRANE ARE AT TEMPERATURES OF 40OF (5°G) OR HIGHER. ABU22 POST BASE(lYP ZO w - ALL COLUMNS) _ : I- cnc PRE-ENGINEERED ROOF � Fa - - - () .- n+-r � �_ TRU55E5 PER TRU55 MANJF —D O 7 (3� 40 Pte:-O RDER- rn ASPHALT ROOF 5HIN6LE5 II'-0"' PL HT. C-7 C-6 U) 'F 51MP50N 5TRONG-TIE i I 12 12 ( Z L > C/):5 M MTS STRAPPING(LENGTHS VARY) I'-o" I q(� o —�q �� I-O Q w r, CONTINUOUS WALL 5HEATHING TO ca OH. OH. u I- �, co OD TOP OF TRU55 HEEL PLYWOOD 5NEATHI% / OD N ❑ V M HEEL HEIGHT VARIES-5EE TRU55 DRAWINGS FOR I5#ROOFING FELT PAPER ( I " " '_ 0 cm 2 HR 5EPERATION ACTUAL HEEL HEIGHTS 'Di NO R II 0 PL HT. WALL PER UL 336 a. 5EE DETAIL I/FW-2 IN5TALL ICE d WATER SHIELD PER CL MANUFACTURERS 5PEG5.TO ' _°_ MAINTAIN PRODUCT WARRANTY. ROOF FRAMING ry' ° 11'-0" PL HT. CARRY DOWN FRONT OF FASCIA- 12 MIN 4"TYPICAL ' m — 3 � ' L - _ _ _ _ _ I o ALIGN FASCIAS C-5 VARIE5 0.4o ALUMIAH DRIP EDGE -- oH. _ GAP ( 0 \ BUTTER U I � / / GUTTf=R IZ Lj/ 8"FASCIA BD G—rJ I q II— qNOTE: t ILL Lr) O VENTED VINYL 50FF D APPLY ICE t HATER SHIELD IN //////// z Qj� C) FAIR HEATER w I /I / HHE-N TIE AIR ROOF DECK A MEMBRANE ND i� TEMPERATURES OF 40"F(5"G)OR INT.BEARI G I TRAY GEIL. /;' HIGHER. � F L WALL BEL�W LEADER TO DRYWELL- TYP FASCIA BOARD }"AZEK SOFFIT BOARD NU 2"GOVT. OH. VENTING OR VENTED n, VINYL SOFFIT I I NOTE "R'R 00 J O W w •/ �///j FW-2 p DETAIL 1 DETAIL 3 w T T ALE „ _ +_ „ NO O SC C 5_ SCALE: 1 1/2 1 0 — NOTE: INSTALL HALF OF oo (3) 2X6 POST / INT.BEARING /////// � r , FA5TENER5® EACH U55 RIDGE W/VENT / / END OF STRAP WALL BELOW // Z o • HIP RAFTER, - -ROOF TRU55 GIRDER- - - - / / 51MPSON HGP HIP /������ / �G�%�� _�� 0 5EE PLAN _ —� ,/ w CORNER TIE —-T— III I I / // U I I'-o" IPL HT. , Q III TRU55 RI GW/E V��l -- _ —�/ L' / O HATCHED AREA INOIGATE5 p 0 o O q 12 III I // ,'� LOG ION OF FIRE RATED ROOF 0 0 J ijj I i/ d WALL 5HEATHING,4-0 FROM 5tvP50N STWJNC� I'-0" I jjl I Iell �r 0 0 0 -TE h6 OR 000 (3) 2X6 P05T STRON6-TIE / MTS STRAPPM —R0 r€�R, or I I / I4-10d OH. r I / ,/ w I-b' L�'— — —I' // / 7 7 (TOTAL) ti ~ — — — / B ANDDETAIL 2 4 c-6 -U5E IN GOMBINATION ONLY WHEN 5TUD5 EXTERIOR HALL TOP � Nr: RAFTERS 00 NOT ALIGN C - 5 PLATE HIP GONNEGTIONC - 5zNOT TO SCALE o O r— - - - I— u' z �' �' cn _1 — h1 _ _ I I I `� �/ o 0 0 °-° o o z z WOOD ROOF TRUSS SPECIFICATIONS: �� ' ' - —j ALIGN WITH TOP / I 5 S2 S2 S cn � a g NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO IBE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. bxb P.T.P05T WITH 0 —QQ, z �I! - - - I GHORD5 OF I�� / / FW-2 W W W w W W 05 v ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. (.AP A N OR 5I POST n I ( _ - _ I ( ROOF TRUSSES I. GAP ANCHOR d 51MP50N � i L � � I ( 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: bGOLIJMNS) 4 ° I I NOTE " " IGS I Ij N D (EQUATION 16-8) ALL I s I I ALIGN GN WITH TOP N 5 D + L (EQUATION 16-9) '-8" I' 8" 5'-8' CHORDS OF D + S (EQUATION 16-10) OH. INET BELOW I F<<� I ( //j/i ROOF TRU55E5 D + .6W (EQUATION 16-12) D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 11'-0" PL HT. /%/ i Z D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 \ I I I /jf � �PPO� ® �Y w OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 4 o I y NOTE "R" I ;� I I // - + + F-+ I / PLAI Ivit BOARD IL ROOF RUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: I'-o" I 12 12 12 12 O v j oH. I 11,2 1 —, �12 12� �I , • &'-0" PL HT TOWS Or- SOUT�iOLD W Y TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 _ / > 11.-4y w PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ' I I —N - _ _N - DATE p w a Lu = Q TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. &I-q" PL HT CD TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 12 12 o --�� ° W Q FOLLOWING INFORMATION: 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. _ _ _ _ -17- 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. OH. �` NL �'s o = i///////j w 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. IJP Sy/A II'-0" PL HT. 4.2. TOP CHORD DEAD LOAD. NOTE R m 4.3. BOTTOM CHORD LIVE LOAD. I.6 z z 4.4. BOTTOM CHORD DEAD LOAD. OH 9'-0" PL HT. APR 1 8 2018 Z U 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 4.6. CONTROLLING WIND LOADS. II-0 PL HT. _ _ . ........! k 0 C, --_- _ o cn 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ' t w 6. EACH REACTION FORCE AND DIRECTION. N 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY (L 2 HR 5EPERATION C-3 ogL,. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. o WALL PER UL#332 ctiF � 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. SEE DETAIL I/FW-2 j ;� m 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. z 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. C A :� 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. J AREA OF ONE ROOF U C-7 C-6 FE(� CT TE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. @- BUILT OVER ANOTHER �� * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL ... . ......... COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. JOB NUMBER * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY 2016023 TO INSURE TIGHT FITTING JOINTS. 6UTTER5 4 LEADER5 INSTALL IGE AND NOTE R: * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ALL 6UTTER5 � LEADER5 5HALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF w METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE MIN. GAUGE, GUTTERS SHALL BE �' SEAMLESS, 0.6. STYLE W/ ALL WATER 5HIELD PER PRE-ENGINEERED OVERLAY �� Q SHEET NUMBER LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SOCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR MANUFAGTURE�S �� PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL ROOF PLAN 2 RELATED t REQUIRED AGGE550RIE5. LEADER5 5HALL BE MIN. ROOF TRU55E5 ® 24 O.G. ROOF TRU55E5 ® 24" O.G. HEI6HT5 (U.O.N.) @ 24" O.G. MODEL C a HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. SPEGIFIGATIONS TO * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ON TRUSS DRAWINGS. 2"x5", .027 GAUGE W/ GLIP5 4 ANGHOR5. CAULK $ 5EAL ALL DE5I6NED BY TRU55 ENGINEER DE5I6NEDBY TRU55 ENGINEER DE5IGNED BY TRU55 * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. JOINTS. PITCH 6UTTER5 MIN. I/S"/FT. PROVIDE P.Y.G. REGEPTOR5 MAINTAIN PRODUCT U) * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS WARRANTY ENGINEER BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. 8�� ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). w p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED