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HomeMy WebLinkAbout52964-z 4 ' Ronald Zakar ZONING DATA. / 1 RZ architecture & design Z �11:3 �� �� EXISTING AVERAGE TOWN OF SOUTHHOLD GROSS FLOOR AREA CALCULATION: ,� ,� JURISDICTION: - __ � _ ©_ __ _\ GRADE CALCULATIONS "� -�� �� �`ti 1 --------5 ---- ��" -- ,��4 11 Stewart Avenue FIRST FLOOR: '-«- R-80 ALLOWABLE: _ cp j- �- Huntington, 2- 11743 SECTION: 86 BLOCK: 7 LOT: 7.4 ZONE: A 3.08'x 1.17' 3.60 SF J I !` , , 'I------ 16.6 19.3 18.5 17.1 16.6 19.5 18.2 17.9 RonZakary@gmail.com REQUIRED PROPOSED 32,086.7 SF x 5.0% = 1,604.34 SF O N C 19.83'x 3.50' = 69.40 SF f ,I LOT INFORMATION . _ / ` � -_ 17.0 19.6 18.3 17.8 D 7.00'x 2.50' 17.50 SF / � 13 3� % _--� w��• __, ------ _ r -_ 17.2 19.7 18.4 17,6 1,604.34 SF + 5,100.0 SF = 6,704.34 SF (max GFA) -_- 1 ,7 20.1 18.8 1 t Title: 80 000 SF 72 086.7 SF E 38.50'x 23.83' = 917.45 SF '� ;� ;; ;; t '��� LOT AREA � F 19.83'x 1.92' = 38.07 SF �' ��' ��• 17 4 20 0 18 5 17 5 '� �- �-_�,_-=i�--.---J - -------- --_ 7 7 5 Project j e c i e PROPOSED GFA: 24.50 o G 10.00'x 1.08' = 10.8 SF - - -" -"--- -"" 1 18,0 20.0 18.9 17.2 LOT WIDTH 175.0 FT 338.88 FT = 709.46 SF 22 75' � H 37.00'x 29.08' =1,075.96 SF '\ /! \' PROPOSED NEW DWELLING: GARAGE 18.3 19.9 18.6 17.1 X I 34.00 x 6.92 = 235.28 SF t I 18.4 19.5 17.8 17.1 FIRST FLOOR = 3,754.01 SF 19.50' J 24.96'x 2.42' = 60.40 SF # __ 18.5 19.5 17.8 17.1 DART - - - - FINISHED SECOND FLOOR = 292.49 SF K 15.00 x 0.58' = 8.7 SF \ _ 18.8 19.3 17.3 16.5 ZONING REGULATIONS: REQUIRED PROPOSED TOTAL - 4,755.96 SF to Lq L 9.83'x16.58' = 162.98SF ,�'�r I ,_'-- + 19.0 19.0 17.3 16.5 RESIDENCE M 16.79'x 9.33' = 156.65 SF ' N 16.33'x 14.13' = 230.74 SF BUILDING HEIGHT 27.11 g < WABLE 0 _ _ ' 8935149 182 7430 INDIAN NECK LANE, from avg.grade TOTAL PROPOSED 4,755.96 SF 6,704.34 SF ALLO o 50 0 15.00 N 9•83 0 8.50'x 14.25' - 121.12 SF " " . EXISTING AVERAGE `V P 23.42'x 20.87' 488.77 SF FINISHED SECOND FLOOR: o PECONI NEW YORK 11958 GRADE 18 2 C 2 0 ' � 0 24.96' h t . � � N FRONT YARD SETBACK 60' 0" 61'-5 i" U X76, -- - ---- -_--`_--a N M 0 6.50'x 1.00' 6.50 SF A 12.74'x 5.00' = 63.7 SF J ` ---� � � it �"�' tr �J14.54' O rn R 12.38'x 2.42' - 29.95 SF B 12.38 x 15.87' = 196.47 SFRonald ZakarLOT COVERAGE CALCULATION: A .08' �? 34.00 16.79 S 15.62'x 7.00' = 109.34 SF C 5.92'x 5.46' = 32.32 SF \ ❑❑ ❑ �`�?, ,Jy REAR YARD SETBACK 75'-011 79'-4 z _ \ 23.83' TOTAL 3,754.01 SF TOTAL 292.49 SF 13 f AGGREGATE SIDE YARD ALLOWABLE: 1.14 8' ij - II jj'yy 45'-0" 148'-118" B O � �Q � SCREENED-IN PORCH: �__'� SETBACK LOT AREA= 72,086.7 SF x 20% = 14,417.34 SF o M 54'-10 4" (west;) co T 20.50'x 19.50' = 399.75 SF SIDE YARD SETBACK 20.0 MIN. o 16.33' 8.50' U 14.54'x 2.50' = 36.35 SF 5.00' 12.38' \ �c� �,K�,� /� 94'-1$" (east) 23.42' V 4.42'x 2.04' = 9.01 SF �- ' - --------- PROPOSED LOT COVERAGE: _ �z�vo � r �'.� o O o W 2.50'x 2.42' - 6.05 SF � __- GROSS FLOOR AREA 6,704.34 SF 4,755.96 SF GARAGE = 709.46 SF O co C 0 � M TOTAL = 451.16 SF N I {� \� �� a �'z, FIRST FLOOR 3,754.01 SF C 3. © � LOT COVERAGE 14,417.34 SF 6,157.93 SF COVERED REAR PORCH = 451.16 SF o SO GARAGE: - ____ J t N C" X 22.75'x 4.46' - 101.46 SF -� -N /r \ N FRONT LANDING = 145.40 SF Y 24.50'x 24.00' = 588.0 SF \ ,' �q� 73�yp� REAR TERRACE = 969.00 SF - 6.50' _ z 10.00'x 2.00' = 20.0 SF © L, __-�___;/ N $' 7.00' TOTAL = 709.46 SF 5.92' PROPOSED GROSS SF. EXISTING PROPOSED SIDE STOOP = 82.90 SF 19.83' 29.08' --- BILCO DOORS = 46.00 SF ATTACHED GARAGE - 709.46 SF TOTAL = 6,157.93 SF G SF< 14 417.34 SF ALLOWABLE FIRST FLOOR - 3,754.01 SF TOTAL PROPOSED 6,157.93 I Revisions FINISHED SECOND FLOOR - 292.49 SF B EXISTING AVERAGE GRADE CALCULATIONS No. Date Description A SQUARE FOOTAGE DIAGRAMS 1 04-10-26 FILE FOR PERMITS COVERED REAR PORCH - 451.16 SF 1\0 r• / Q O �`D / e O� �, - \`00 SURVEYOR/ CIVIL ENGINEER: �1 Edge NNN \ NORTHCOAST CIVIL 39 WEST MAIN STREET / rNNN OYSTER NY 11771 - ' ' /�O ° P PHONE B516-9 2 3031 NN' ' `� 9 NNN IN P� Q STRUCTURAL CONSULTANT: + 1 7. �P BUCHNER ENGINEERING \ 33 FLYING POINT ROAD NNN \ SOUTHAMPTON, NY 11968 � ' �, �� \ \\`\ PHONE#: 631-260.0840 NOTE: INSTALL NEW SEPTIC \ ' / SYSTEM PER PLANS BY o 'o ��P \\`\ \\ \\\ `\ - ° NORTHICOAST CIVIL,AND PER � \ , ENERGY CONSULTANT. ad' ' / o�� , , / P� `\\\ HOME ENERGY SOLUTIONS, INC. � S.C.D.H.S.APROOVED SANITARY \ Q 0 � o� PLAN DATED(REVISED)4/6/26 �c,3c \ �'`� \1 8 \� 187 E. MAIN STREET 0� o � H.S. REF N° R-25-0839 ,�� p �' a`\\ \`• \ , \ e N \ J� \\\ HUNTINGTON NY 11743 l PHONE#: 631-673-0664 `, \\ `� \ � � � ' �� , - `\,\\ � . \`,,\\ T\ \ INTERIOR DESIGNER: \\ N. i Q � E _�E�--�\ \ \ \ � DISALVO INTERIORS o , - ---E \\ \� \ \ 247 SCHENCK AVENUE WESTBURY NY 11590 -- \ a - ------, --'- � U PHONE #: 516-873-6011 ^� - ------ -------- 1 BURIED -G `\ ` p .,_� r - I �-PROPAN G -f---f� ------------------ �\ \\ \ L / h1.._-__1L_---...J / a II i ' I i ' \ ` � `\\ �e i ' - '-- / ' \ II it ii a --r '' \-o N/�`e 01 i ' ---- --- r ROpOSED ' ;-- L ---- \�� O . \ , / ' \ DOE `\�L� /\\ o � F.F.E.+19.5 ' � % `�`\ o / ! \� A/C UNITS `\ L 0. / �< I I --- - - -- - - ` e� 1001* IN 100, vw _ - _-___ ________`______-__a___'_-___ \ ,r / IN. II .01 \ � `� °''�,I ;i i�iCOVt=RED PORCH i� ' \ \ ° ❑❑❑❑ ,,; ! F;F.E.+19.j ROPOSED UNDERGROUND \ , \\ \ ❑ ii TERRACE - - J P/ ELEC.SERVICE L \\ \ ( I F.F.E.E19.0\/ ❑ FF �0 Q � � RO G \\\ \ \ ` .POSFO GRq VF a❑�❑ I I Pj / PP ��o o. �\ \ \ � \\ � FWq Y ! / �y / / / ° \IN 2 CAR;GARAGE / 0) \ \ -----F.F.E.+19.0 ' IN. ' \\ \ \\ NOTE. PROVIDE ALL NEW / \\ ` �o J��'v� \ '\ / STORMWATER DRY WELLS PER PLANS BY NORTHCOAST CIVIL \\ � / / Drawing Title: \ \ PARKING AREA / Q \\IN. 6 \ � ` / IN, a '� � ' .� PROPOSED SITE ��o PLAN CPA ^ \ ZONING ANALYSIS \\ Scale: \ � � � \ AS NOTED Date: \�\� \ SITE P APRIL 10, 2026 \�) Drawing Number: GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE SHIELD ,N ' SNOW SUFFOLK COUNTY DESIGN FROST LINE DESIGN UNDERLAY- FLOOD LOAD SPEED(MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT HAZARDS , REQUIRED �. MODERATE/ SLIGHT I e��� \\\ 20# 130 MPH C SEVERE 3 FEET HEAVEY MODERATE 13 YES NIA Q \ 7'-3" 10'-0" 7'-3" Ronald Zakar CV RZ architecture & design CV CV bN 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com T-0"MIN. LIGHT WEIGHT HINGIED METAL GRATE FINISHED PER 2015 IRC SECTION R-310.4 27 w Project Title: 2"BLUE STONE CAP-NOTCH o FIRST FLOOR @ METAL GRATE 2 A_g � z PROPOSED NEW DWELLING: J 0 GRADE Q DART PROVIDE STUCCO VENEER ON 3 RESIDENCE EXPOSED SURFACES AT EGRESS WELL —TYPICAL 7430 INDIAN NECK LANE, WATER PROOFING TYPICAL BASEMENT'EGRESS WELL C, o PECONIC, NEW Y 12"REINFORCED CONCRETE WALLS N UNEXCAVATED N zo 'N 95%COMPACTED FILL �o Ronald Zakary co UJ U) SEE WINDO WELL AREA MIN.9SIF PER R310.2(MIN) 0 SCHEDULE FOR z Es ��E AR�� ROUGH OPENINGS PERMANENTLY INSTtALLED W � TOP EDGE 0 STEEL LADDER 0 KR2 ` } WINDOW 6"DRAIN WITH COVEER y Zp � iT w CONNECT DRAIN TC)DRYWELL Q O MIN 12"GRAVEL-TOIP=6" M < 0 BASMENT L TO DRYWELL 12"X 24"FOOTING 4 N 4. �O PERIMETER DRAIN TILE Revisions TYPICAL EGRESS WINDOW WELL No. Date Description A NTS 1 04-10-26 FILE FOR PERMITS PROVIDE 2"(R-10)RIGID INS LATIO FROM DOOR SADDLE TO ZE ELOW 1" GRADE.PROVIDE STUCCO FINISH W/ LEAD COATED COPPER CAP A-9 UNEXCAVATED 95%COMPACTED FILL v v 19'6" 2 6 , 3' 114" 24'-1111 2 4,_62 6�1 2 2 7 9-10" 1 8'6" lo ih j N I iL) cl I N N EINFORCED = CONCRETE STEPS 2" ILCO DOORS 14'-62' 'v 7-0 a I I AND RAILS co v I I I CV iv O ,,—REFER TO PLANS BY BUCHNER ENGINEERING UNFINISHED BASEMENT FOR ALL CONCRETE SPECS FLOOR:SEALED CONCRETE w €, o O a ROVIDE 8'MR GYP CEILING THROUGHOUT z o BASEMENT O ;E § LL 001 U_ 0 0 SEAL SLAB W/2 COAT ROLL ON DAMP PROOFING 10 co 001 O O O / 004 _ KE 7 O q) 0 ——————— ET ------- FLOOR:E OXY M —————_ WALLS AINT v - ——————— O TYPICAL 2X6 @ 16"O.C. W/PT SILL PLATE,a"MR ------- 005 0 GYP+R-19 INSULATION 003 —_————— `r 7-0" -----_ NICALR o06 FL OR:EPDXY ROP SLAB 12"AT c� WALLS:PAINT ____ < ELEVATOR SHAFT = 1 22'-12" 24'-6" _ 52 5'-11" 1 T4' �� lo w STORAGE ELEVATOR o M;� 0 002 EQUIP. E EVATOR FLOOR:EPDXY — WALLS:PAINT - 0 0 0 0 VESTIBULE FLOOR:TILE 002 0 0 WALLS:PAINT co = cD �O VENT'BOILER THRU 001 BOILER CHIMt`NEY ABOVE 'TYPE X THROUGHOUbo w ti 2 = o O MOB A-8 EWAG MECHANICAL ROOM o - Drawing Title: I I � ECTO FLOOR:EPDXY N L- _ _ _ _ _ — _ -J N WALLS:PAINT T HVAC ATE — 41)RA BASEMENT PLAN HVAC M UNEXCAVATED 95%COMPACTED 11 ILL N � - I I REEK WALLS Scale: AS NOTED _%�: OORD.#OF RISERS WI FINISHED GRADE 1 .1 Date: S-6" 4'-0" 4'-11" 10'-0" 4'-11" 29'-1" 11'02" lie 19�2 7'-0" APRIL 10, 2026 I I 87'-11" _ Drawing Number: BASEMENT PLAN 1 ` 1 11 11.011 4 W �� '; 24'-6" 7'-3" 10'-0" T_3^ Ronald Zakary T-3" 5'-0" 11 5'-0" elf T-3" RZ architecture & design 115 115 115 — — — — — 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 J _ - - - _ - - - CV CV — — — RonZakary@gmail.com I I = i Project Title: I PROPOSED NEW DWELLING: 116 PITCH SLABe"PER FOOT I I DART A9 i 1 RESIDENCE j 7430 INDIAN NECK LANE, PECONIC, NEW YORK 11958 I I I 125 Ronald Zakary 116 2CAR-GARAGE L - - - - - - - - - - - N N FLOOR:EPDXY 0 0 WALLS:PAINT _ _ _ _ _ _ _ _ _ _ _ N co CEILING HEIGHT=9'-0" i 125 I TOP OF SLA L.P.) Qo I ELEV.+18'-9'2° TYPE"):"I"GYPSUM BOARD WALLS AND CEILING IN GARAGE 116 I I I I I TOP OF S AB H.P. ELEV.+19'0" co to ————L — — 1-2 5-4' — — — 12'-6" —4'�" — — I 10, I � Revisions No. Date Description I I o UP N 1 04-10-26 FILE FOR PERMITS �r 'v ;* I M� I I Zv z _ o � � 1, 1 — — — - - - - - - - - - - - - - - - — - - - -� J6' 2'-8" -5 6-64 1 ' 1" 1'3" PATIO ON GRADE 1 I ATHEDRAL LOSED RISER OAK STAIR N — — — — r — — — — — — - — - - I BY OTHERS TOP F SLAB I CEILING +RAILS TO CODE ELE�.+19'6" I io 01. 00 III I 1 IIPROVIDE SOFFITS W1 II REMOVABLE PANELS TO 1 I III III II I ACCESS ELECTRIC 1 III I II I SCREENS A-9 EEEWA III I II I q FL00 :'TILE 0 I 1 WALLS:PAINT q II I o II P TE HEIGHT=9' I III I I - 1`I I I I 4'-01" 4'-113" 4'-111, 4'-62" 122 122 " 2411 2 4 15'-0" ❑ 1'-6" 11' 17-8" l 0,. 9-0" 1 6'-41„ 2 ,_ 1,� 8 6 ,_ 3�, 5._7.� 5„ !! II 2'_01�' 2'-01" 4'-113" „ I II 4 4 4 T-6" 6" 4'-114 2'-34" 2 34� 0" ! 4,_6" 4'-6" 2�52" T-11" 3 04 5 54 2'-5" T-2'" co II! i00 II 1 1 SCREENED-IN PORCH I I ii 1 FLOOR:BLUESTONE I 114 - _ - 114 - 114 - _ 114 - 114 T IN BRICK ON II II II - THIN BRICK I I I ; L - - - THESE THREE WALLS T ESE THREE WAL S 121 L - 113 - - - - - - - - o cI I —ICN N 1 I I ❑� o I N N BUILT-IN`? PANTRY N FRE REF z BUILT-IN M � C 1 o � 1 13'-7-„ r' 4'_01,1 1" 1,, 1 5-5- 10 0- 5-102" I `d 2 2 4'-6" 24'-6" 2 2 1 III I I o" I I I I I 101 MUD ROOM ___J_ I _______--_ N 1 III I I DN � �' POWDER ROOM - I M I FLOOR:WOOD -- II 102 6" I "' ---CABINETS,COUNTERS& a FLOOR:TILE �, �,�, WALLS:PAINT 120 �12 _ — — — — — — — — I APPLIANCES B OTHERS I N ❑ WALLS:PAINT ILCO DOORS CLG.HT,=10'-0" o I I ~ CLG,HT.=10'-0" BY OTHERS r�N f V STUCCO VENEER N 103 ( I j BROOM CL. COAT CLOSET BENCH COAT CLOSET 11 _ — — STEPS BELO N BRICK VENEER v '%' a k.�, I I KITCHEN'DIN NG AREA I s 9'-6"PL.HT. �; w SELF PRIMING FLOOR DRAIN I o FLOOR:W OD PL.HT.=9'-6^ — — — — LAUNDRY RM �' WALLS:P INT I �'IN — — — — Lill.— CEILING HEIG T=13-0 ( REF MILLWORK BY OTHERS 10 SHOWER o - z I h FLOOR:TILE I - FLOOR:STONE — — — —m I I I WALLS:PAINT WALLS:STONE 1'�6 T-5" m 7 I T-11" ( = _ 3" CLG.HT.-10'-0" 6 5 I 6-53„ 1V-51 1T-112° 2 T-0" 4'-6" 4 12 0" 4 2 PL.HT.=11'-9" I — — — — I PANTRY 119 FLOOR:WOOD VECNT ROOF I I 104 THIRU ROOF I WALLS:PAINT _ _ _ ❑ CEILING HEIGHT=10'-0" � M _� 101 I OF KITCHEN WINDOWS= 5 FIXED HELVES BY OTHERS BEDROOM ` MASTER BATHROOM I DRESSING ROOM L__ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ J FLOOR:WOOD z WALLS:PAINT to FLOOR:WOOD OF ISLAND= _ FLOOR:STONE I J CLG.HT.=10'-0" (100 DWALLS:PAINT WALLS:PAINT I = T HALLWAY Zo CEILIN HEIGHT=10' °° �, OF ARCHWAY FLOOR:WOOD o HIGH CEILING HEIGHT=11'9"CIO Z w WALLS:PAINT 101 I J TOP OF FIRST CEILING HEIGHT=10'-0" 116 BYCLOSET INTERIORS--"" NTERIORS I FLOOR SUBFLOOR ok, �IN 101 BY OT ERS ELEV.+19'-6" o 117 "" 11 7'-5-' 4 1,1 3" 16'-0" 4^ 0 05' 1 23'-0" 11'2" 2 4'5- 1 i - ISLAND � De ! I� 4'-4" 107 106 ANTE-CHAMBER 105 �i I o M 1 �_ _ — I BATHR0013 I ED zo WALLS:PAINT PL.HT.=11'9" FLOOR:WOOD = _ - - - - - - - - - - - - - - - - �\ _ C'J FLOOR:TILE CLOSETSLK-I — — _ — — — — — — — — — — CEILING HEIGHT 10 0 I o WALLS. TI s — " _ — — 1 T — — — — — — — _ _ — POWOR: TONE c CEILING HEIGHT _p° _ FLOOR: LR:WD `� — - - - - - - - QOR:W OD eo �o PL.HT.=9'6" 108 1,61, " n T I ALLS: q WALLS:PAINT ��; . . • .>, 2 6 5'0 5-0' 6' 5'0" 6' 5'-0' 16, `� I CL�.HT. 10'-0" r? I C ILI H T= 0" �� - - T - - J `' I I 115 -- 112 111 L — 109 - - - - M 18'82 3'6" 1'- 1'-8" V-8" I I 0.8�„ 5'0„ 4'-0 2_ 5'_52" 18'62" � SIN LLJ 10C I - - - - - — - - - - - k 1.0 � - - OORD,W/FI EPLACE MFG ! H�N1D RAIL TO COD `r 14 Q ELEVATOR , FL AISED STO' HEARTH FAMILY ROOM I o I I h� I I I ` FLOOR:WOOD I I N a ~ I I WALLS:PAINT CEILING HEIGHT=11'-6" REFAB GAS FIREPLACE- I I OFFICE I cIN o INSTALL PE FG °° FLOOR.WOOD 1 CD °° — - - - - — — — — — — — —� - - - J - - - - - HALL v WALLS:PAINT 108- - - - - - -1 � - - - - - o I I "" FLOOR:WOOD It o CEILING HEIGHT=10'-0" r I COFFERED CEILINCT-� ;� WALLS:PAINT ;; LF MASTER BEDROOM ! CEILING HEIGHT=10'0" 110 Drawing Title: -� - - -I FLOOR:WOOD FOVIDE RUNTAL N ❑ ADIATORS AT 3 FIXED WALLS:PAINT " i TYPICAL DOORS AND AT BASE OF A 8 I HIGH CEILING HEIGHT=10'-0 PILASTER MILLWORK 10� ! 09 ''' _11 - - -_ -_- i'-o" - - - � 1 - - - -_ -�� - - -_- - - - - - - - - - - - - - - � - = FIRST FLOOR PLAN - - - ROVIDERUNTAL ��N z : u 1fl - - - - ®- - `� — - - Z � o — — - - - — J - - - - - RADIATORS THROUGHOUT `°' o - _ MASTER SUITE 105 106 106 L — — _ STOOP 107 107 107 107 107 ,N WINDOW SEAT - -o - - - - �NE��_ _ _ _ - - - - - - - - - - - - - - L _ - BY OTHERS J ! HAND RAILS TYPICAL BRICK VENEER- 103 103 o SEE ELEVATIONS 104 104 104 Scale: AS NOTED FIRST FLOOR PLAN Date: APRIL 10, 2026 I i F Drawing Number: 4.62 2'-112„ 2'_53„ 2,_53, g1_3 9,_31"1'6" � 3'-1" 4'-5" 2'-3" 2'-3" 5'-0" 5'-0" 2'-3" 2'-3" 2 5'-6" 5'-6" 2 4 3'-3" 3'-3" 4 1' 6" 3' 1" 4'5" 4'-6" 10'-0" 4'-6" 29'6" 2, 5 „ 6 6„ 2'-54° 18'-61 5" 3 87'-11" 24" 2'-6" 2'-6" Ronald Zakar 1'-72„ 4' 11" 11'-5" 4'-11" 1'-71 RZ architecture & design 1" 1„ 1, 1 11 Stewart Avenue 1-72 4'-11" 5-82 5-82 4'-11" 1'-72" Huntington, NY 11743 I 1 209 209 RonZakary@gmailg.com ------- r-- ------- -- --� 11 I1 U Project Title: II 1 PROPOSED NEW DWELLING: � I I DART — J L — 2 RESIDENCE A-9 s 208 7430 INDIAN NECK LANE, II PECONIC, NEW YORK 11958 II UNFINISHED ATTIC I Ronald Za ka ry s STORAGE zos n I1 0 u D A)'C' A+KRZ I s I � 8 208 )YI � Q . 4r7 T-9" 8'-4" I 4'-11" Z CD CD o I I n II I I 1 1 Revisions � i No. Date Description co � 1 04-10-26 FILE FOR PERMITS II II L---- III III LJ-- 7__� u I 7J LJ LJ a o 1 A-9 0 ti 4'_8$" 1-4 1'-32" oe 4'-8$" 5'-34" 5.14" 1'-32" F--1 G a ^I 717 207 207 ---- ----F C------- L—J llii II ili I � I iil L � WALLS BELOW C 4' 82 10'_42" I 1'-311°1 1 I I I 1 I I 1 r------------� I I I I I UNFINISHED ATTIC I I I I I I I1 II II III I I 1 L- u -------------------- —� I I IL--------------- _� L-- -----------i r------------ 1 1 1 I r-- —LN --- ----------- ----� --_-_-L 1 I I I I I I I 111'-2" n I I Li L.HT.=6'-0" II II N I I I I I 1 1 I I I I l I I 5'-71' 1 5'-7" -777-77 I I I 1 1 I I I I I I �i 210 I I1 II 11 II II 204 L - - - - - - - - - - I �"' - - I (7,;) r_L O r-J ti ti o I Cl) - - - - - - - - - - - - - - � 05 1 206 a II � I °O w I o I I PL.HT.=6'-0" 1 I I 03 II I 5'-11 I I 5'-0" 11'-11" 2 7'-0" I I N- 1 1 �, VESTIBULE 1 FLOOR:WOOD j 1 1 UNFINISHED ATTIC 1 WALLS:PAINT 1 J STORAGE CEILING HEIGHT=9'-0" I �, I 1 1 —CLOSED RISER 205 I OAK STAIRS 1 1 11 2-12' --IN MAX 4"CLEARANCE1 L -_ _ _ C J 202 ( r 2' 10"" 9'3„ L -----� c-_-_ Q 4 0 2 L---- CN M o RAME CHIMNEY L_---- I A$0 - Uo = 201 Lc' r��r 1 1 ELEVATOR 204 L 1 I � PL.HT.=6'0" 1 F7 1„ 6'-51° 5'-51„ 4'_52" 9'72' 14'-52' w o 8'-4" 11'-2° 3-52 2'-6" 22)'-0" 2 2 w 11 o ---- - 1'I 203 � o Of � co 4n --J I o o a L____J w z_ _ co z 4 9 NOTE:MAX TREAD&RISER DIFFERENCE " _ c p IN MIN �I, MIN I � 11 u i o I L.HT.=6'-0" =� x - UNFINISHED ATTIC UNFINISHED ATTIC O° 1 1 bN Drawing Title: 1 1 UNFINISHED ATTIC n SECOND FLOOR I ORMER PL. PLAN PL.HT.=6'-0" J HT.=6'-9" L III NOTE: HANDRAIL SHALL BE C f—7� - - 2"-- — — PROVIDED ON AT LEAST ONE SIDE � OF EACH STAIRWAY W/TWO OR ———— 202 202 MORE RISERS L----_ 5'-34" 5 34„ 4'-0„ L L C ANDRAIL MUST BE RETURNED 1 201 201 = Scale: 3'-0" AS NOTED MIN CLEARANCE 4'-5" 3'-11" 5'-7" 5'-7" 3'-11" WIND W = WINDOWS BELOW Date: L STAIR AND GUARDRAIL D ETAIL 4'5" 3' 11" 11'-2" 3' 11" TYPICAL APRIL 10, 2026 ANTS Drawing Number: SECOND FLOOR PLAN Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com J C7 < = r—� �— Project Title: w Of m > i i PROPOSED NEW DWELLING: I --171 DART SPLAYED ROOF i 1 I SPLAYED ROOF RESIDENCEi iR=16'-0" 18112 PITCH 18112 PITCH R=16'-0" I I 7430 INDIAN NECK LA NE, _ PECONIC, NEW YORK 11968 2 Ronald Zakary A-9 F, II LIFETIME SHINGLES OVER ICE + I I JVATER SHIELD I o 0 S"ro ZAD FC��T RAFTER SPLAY: 2X12 APPROX. o bVERHANG 2, ANGr 'X I '� -5'-0" LONG SISTER TO EACH PLAYED ROOF 10112 10112 SPLAYED ROOF a Np °' BSc RAFTER- RIP TO PROVIDE CURVED n I R=19-0 PITCH PITCH R=19-0 -p Q . 73fl 0 SPLAY AND SHEATH WITH 8" CDX 2'-6^ PLYWOOD VERHANG, j r II W RAFTERS BEYOND \ o 2X6 SOFFIT FRAMING �- ------- Revisions n I I J No. Date Description 11 II I ; I1 I I 1 04-10-26 FILE FOR PERMITS 1 X8 AZEK FASCIA BOARDS i Ili i n I II II II II I 1 1 L--- ---------J-] -J T& G AZEK SOFFIT SPLL YED ROOF 18112 PITCH 18112 PITCH SPLA' I ROOF 2'-6° IR 16'-0" i i R=16'-0" OVERHANG 11 II II II i ---- I --------- -- ------- ----� �--- r, � L--- ---� ------------- ---- J II II1 -u u_-J LA I I FLARED ROOF DETAIL L J L_j 1 SPLAYED ROOF OVERH NG 3" = 1'-0" PLA 5" SPLAYED ROOF 1 4 R=21'-5" A-9 18112 PITCH 18112 PITCH 12112 PITCH 12112 PITCH -N-1 > O _p O C7 J C� z J z Q Q Z 2 N W W I I _ r------ -- --- --©--I ------ - I I -- --II I--------- J -------�I - ----------J -- ---� L.J w -� II Il ------ ---- --� II -----� f--- -I F- o 11 II I� I! i SPLAYED R�dF i � I I I � C_J R=21'-5° I I I I l i i TYPICAL ur I I I I I I OVERHANG II II � � II II II II II II F------- - J N n 18112 PITCH 18112 PITCH ! ZSPL>A ED ROOF -- -------� C I n l R=2115" L -- l I I I L_ ---- - I ----- - -- - ------- ---- -�- 7 r-- -------- I I 1 L-- ------ -------1 I F�J ��_J �� --------- - II II I � = II II SPLAYED ROOF 1 1 n U I 1 1 R=21'-5" 1 1 1 1 I = N I 1 1 I I m I ---- ------- - ---- 4" I I A�LE END WALL N +1 i � ----- ----��1 TYPICAL N l --- ----- I I ------- - �-- -- U GAB 00 'tU = i i l I ---------------- --� C -- RIDGE OVE NG I 1 G � G� LAD COATED COPPER I _ `Y` I C RICKET ------i- -- -- ------ -------------- -------J I O RIgy F- n L-------------- - ---------------- I a II ------- ------ �L n N I I 1 RIDGE ! F- --- -- - -! 1 ! 1 1 Q I F- I I II II II I n ! II = I I I I 7112 PITCH - n N u ! 18/12 PITCH 18/12 1 1 1 1 l — RP2A 5ED ROOF II II II ! I II ���y l PITCH 1 1 JJ Ili JQ' l l 6/12 PITCH I11 11 = II ! ! II I ! ---- ---- --------- --------------- " --------- 1 ! I - -----_u --- -------------- - -------- ----� e 4'°" -n ! 11 1 I I I I I - ----�-�---- -- -----cL I ! ! ! N LEAD COATED COP ER 1 I SPLAYED ROOF ----- _�_ ---I j F J CRICKET I I R=21'-5" SPLAYED ROOF II I s II 1 1 L---------- � - I - R=21'5" - - i I I I RIDGE I �--------- ----------- ---- --� ! I SPLAYED ROOF LEAD COATED COPPE FRAMED CHIMENY I I I I ! � - LEAD COATED COPPER ! I I I �i ' � ! R=28'-4° j 1 1 1 CRICKET 1 1 I I FLAT ROOF L--- --- I I I = I I I I I I u l J I y I � FRAMED CHIMENY L------ -- -- �—— I— ——— Drawing Title: II I ! L J J — g 6'I SPLAYED ROOF i 18112 PITCH 18/12 PITCH i 2 s l w R=21'-5" I 1 1 u CD SPLAYED ROOF TYPI AL I n R=28'-4" ROOF PLAN OVER I n- _ Q I ___ 1 1 a l - I "' ----------- II u 18112 PITCH N/ 2 SPLAYED ROOF UJ o i I`� u I �__� A-8 R=28'-4" ! O - _ z_ I L I I - L ___ J LI--- ------ 1 I - --- -11 -- -J O - -------- - [ -� ���� J L--- -SPLAYED ROOF I I IP�AYED ROOF � L J -m O J Scale: -� � n ! I N SPLAYED ROOF AS NOTED I L N/ 6 L -LPICAI T ] C T�� O Date: OVERHANG L L C_ 4 ,,, = APRIL 10, 2026 'J W Drawing Number: 00 ROOF PLAN -' k 4 Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: -- - _ OF DORMER= DART OF GABLE- LIFETIME CHARCOAL RESIDENCE o - ASPHALT SHINGLE ROOF OF GARAGE DOORS N OF WINDOWS Top of Garage Ride Ak 7430 INDIAN NECK LANE, Elev.+45.97 PECONIC, NEW YORK 11958 ` --- Ronald Zakary T- O LIFETIME CHAR OAL ASPHALT SHING E ROOF Top Plate @ Dormer i' Elev.+36.84 /� BLIND LCC / STANDING SEAM / METAL ROOF: i O205 FLASHING � / 206 I 208 208' 208 *208 203 i 203 203 _ _ _ _ _ _ I - / N D - --------------- i ----------- ------------ Top of Second Floor_ _ _ _ _ _ - "' L.C.C.FLAT R00 ReVISI0t1S Elev.+30.55 __ , - N0. Date Descri tion -- - Top of Attic above Garage p - - I ------- ---- 1 04-10-26 FILE FOR PERMITS T—LL OWNER SELECT D 6"x24"BRACKETS -- I STUCCO VENEE i I o 112 11 11 � - 1 O 05 _ O 1 18 �� AZEK PANEL 108 08 0 I 22 i ' I O O O © j Ll 24 I i� 125 25 Top of First Floor Elev.+19.5 ---------- — — — — I Top of Garage Slab OL GRADE(VARIES) ZBILCO DOORS SIDE ELEVATION (WEST) a Maximum Allowable Building Height Elev.+53.0 i CHIMNEY POT-TO BE i OF GABLE= SELECTED BY OWNER CHIMNEY POT-TO BE 17 SELECTED BY OWNER OF GABLE= OF WINDOWS= %% 2 t � OF WINDOWS Pro osed Buildin Hei ht OF BAY WINDOW o NOTE:ALL RAKE BOARDS TO FINISH P g _ _ _ — — — — — `�' 1"BEYOND BRICK/STUCCO Elev.+46.16 / ` TYPICAL 6"x TI PRECAST PANEL FETIME CHARCOAL - --- SPHALT SHINGLE ROOF 12- _ i CUT BRICK VENEER i \ \ TYPICAL 6"PRECAST HEADER 18 s R L.C.C.FLASHING \\ \ ri�oo 4 N \ w � L.C.C.BLIND L.C.C.FLAT ROOF ON / ; 202 1202 w \ FLASHING BAY WINDOWS(TYP.) i / ;' 201 201 O 0 \ Top of Second Flo r (Where Applicable ��; Elev.+30.55 i -- -- i a, NOTE:PROVIDE ALL LOOSE BLIND LCC _ (GALVANIZED)STEEL LINTELS FLASHING = �', -- -- FOR ALL BRICK OPENINGS. I i Draw in Title: --- g «� I - E� 106 106 O O T VENEER 13 104 L@UTYPICAL S UCCO0ZEK P NEL A O I O� �OPEN 17 107 107 107 107 0 TO O 'O i 'O I O I O FRONT AND SIDE 109 109 109 I 109 � 109 � ❑ ❑ ❑ . ❑ BEYOND Top of First Floor lev.+19.5 _ _ _ ELEVATIONS Existing Average rade TYPICAL 3"PRECAST SILL Elev.+18.0 AZEK PANELJ BRICK VENEER AZEK PANEEL ON BAY BRICK VENEER GRADE(VARIES) WINDOW BLUMP-OUT BLACK ALUMINUM CLAD PROVIDE ADJ.GALV.ANCHORS @ Scale: WINDOWS AND DOORS 16"O.C.EACH WAY AT ALL BRICK VENEERS+VINYL WEEPS @ 24" AS NOTED O.C.@ BASE OF ALL WALLS+@ WILDOW/DOOR HEADS W/LCC Date: FF�_T_ THRU WALL FLASHING APRIL 10, 2026 Drawing Number: FRONT ELEVATION NORTH 1 � _ 1 11 = 1'-011 a Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: DART OF GABLE= RESIDENCE OF WINDOW 7430 INDIAN NECK LANE, STUCCO @GABLE END I OF GABLE= PECONIC, NEW YORK 11958 OF WINDOWS= Ronald Z a k a ry - I OF ARCHWAY - a I X / 21 -- S 18� - - — � N� I / / I \ T 0 �tM-META j \\ Revisions WOOD 8 -- - - -- --- -- -- --------- -l- ! I ;' / 211 ' � 211 \\\ No. Date Description Top of Second Floor / -- I VI I _ _ -- \ � 1 04-10-26 FILE FOR PERMITS - 1 -I - ------- - R-49INSULATION i w s i i i -- j 114 114 ' 114 114 1 114 o z I a O O; O ' o la, c� --- 111 113 9 z I = 1091 - - - -- - W 101 101 a UJ �LL­i=1� I Top of First Floor 111+119.5 -- ---- r = R-10 TYPICAL EXT.WALL-2X6 @ 16"—/ F O.C.,8"GYP,R-27 INSULATION,a' REINF.SLAB ON 95% R-10 RIGID INSULATION W/L.C.C. PLYWOOD,(2)2X6 PT PLATE W/ COMPACTED FILL CAP FLASHING+STUCCO FINISH GALV.ANCHORS @ 32"O.C, ABOVE GRADE.EXTEND TO 2' BLUESKIN HOUSE WRAP,GRAVITY BELOW GRADE-BOTH SIDES CAVITY+BRICK VENEER W/ADJ. SEE STRUCTURAL PLANS FOR GALV.ANCHORS @ 16"O.C.EACH ALL FOUNDATIONS WAY+VINYL WEEPS @ 24"O.C. REAR ELEVATION (SOUTH)-/ SECTION THRU BREEZEWAY 2 4 OF GABLE= OF WINDOWS= OF GABLE= OF BAY WINDOW OF WINDOW= OF GABLE= I OF WINDOWS= OF ARCHWAY -i Rf 1-rt - ---- Lw STUCCO - I 18Dj / I \ - -- - - - -- - - I I z I / � �I - LU f/ i w 209 209 \ ------- / I Y I I LCC FLAS� ING+R06F\ // 211 Top of Second Floor / /I I \ - - - - � _ Elev.+30.55 I`� -- ��� � / 1 I — — — — — — �-�-------- �- � To of Attic ab -t- JI \ - - // 1 I Elev.+28.55 STUCCO VENEER } -- J W -- - - I FRAMING ON SOLE PLAT a THIS GABLED ROOF TO E ON TOP OF SUBFLOOR - - o c� - rn O STUCCO 115 1 z 15 1115 115 115 b a it O O i W o b = 115 115 115 I ice = Irn o t w O O O o 0 Z I S J fw- -- AZEK- - 101 101 REAR ELEVATION + - - - - - SECTION Top of First Floor Elev.+19.5 --_- Scale: AS NOTED Date: APRIL 10, 2026 Drawing Number: REAR ELEVATION (SOUTH) w/ Gara e a - 1 -0 Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 — — Top of Ritl� Elev.+46.16c e RonZakary@gmail.com — TYPICAL ROOF Project Title: 12 -LIFETIME ASPHALT ROOF SHINGLES -ICE+WATER SHIELD PROPOSED NEW DWELLING: 18 -J"CDX PLYWOOD(4"CDX PLYWOOD ON FLAT ROOFS) DART -ROOF RAFTERS(SEE STRUCTURAL � RESIDENCE ENGINEER'S DRAWINGS FOR SIZES) -2 COURSES GRACE-ICE&WATER SHIELD(ON ALL EAVES AND VALLEYS) 7430 INDIAN NECK LANE, -OPEN CELL R49 SPRAY INSULATION PECONIC, NEW YORK 11968 �. +AIR BAFFLES ROOF 4 VTR J,La — — _ — — — — — Top Plate of Knee Wall "vrR J L" Elev.+36.55 � Ronald Z a k a ry I I = RAFTER SPLAY:2x12 APPROXIMATELY - - w 5'-0"LONG SISTER TO EACH RAFTER- RIP TO PROVIDE CURVED SPLAY AND o g�D�� I I erg '' I SHEATH WITH "CDX PLYWOOD EO C� I I d 5 yAKRc'S ATTIC 8"ROXUL �kI ryas' �C� - _ — — _ _ Top of Attic Floor p 00 °, 1 i o g„ Elev.+30.55 T ' I I �'\ SECOND FLOOR i '9�. � 73Q ,t4� EL c� _ _ _ _ Top Plate of Dormer w Elev.+27.5 N� j w 6'I -r -- ---- Z"_ I 2 � O.H. UJ CD --- --r—„----------i�y" 11 y �1y" �1Y" �1Yz" 2" I c� zz � i --T1Yz" 11Y" 11Y I I I --r--- --- --r-- t---�---� Z �1y"-- I I --T--- I 1 O o ff W °° ¢ TYPICAL EXTERIOR WALL Revisions �"I 2" Y" 11 Y" 11 Y" 12" 1�" 11X" J o0 I MASKER LAUNDRY j I 1CL 2" K TCHEN I I d0-h I I I OWDE14 U -3 COAT CEMENTITIOUS STUCCO No. Date Description 1 I I I I BATHROOM I i -- BATHROOM 1 ROOM I I I I IROOMI I I ( ROOM I a 1 I I I I T—I I I I VENEER OVER GALVANIZED WIRE 1 /TINVENi I 1 I 1 I 1 I LATHE(COLOR TO BE SELECTED) 1 1 TOEXT� I , , I I I 1 g WARMBOARD SUBFLOOR X 1 04-10-26 FILE FOR PERMITS I I I I THROUGHOUT 1ST FLOOR MASTER BEDROOM x ON MOISTURE DRAINAGE SYSTEM +BLUESKIN _ Top of First Floor I o I a I FIRST FLOOR SH01 ER O O 2" W CO ^FLOIjOR ow 1 y" rlY: "CDX PLYWOOD SHEATHING Elev.+19.5 DRAIN I SHO ER - x6 STUDS @ 16 OC -2"CLOSED CELL SPRAY FOAM 1 4" 2" MFG 4" 4" 2^ 4 +R 13 BATT INSULATION R 27 4" 4" i I CO e LTYPE X GYP / e ( ) CO CO FAI I� ——- -g GYPSUM WALL BOARD FLOOR DRAIN WITH 8' ROXUL INSULATION B _ GRADE(VARIES) SELF PRIMING TRAP -10 01 I 4" 4" TYPICAL FOUNDATION WALL -SILL SEALER INSULATION -TERMITE SHIELD (2)2x6 TREATED SILL PLATES W/ANCHOR BASEMENT MECHANICAL ROOM BOLTS @ 32"O.C. -SPRAY WATER PROOFING+RIGID,INSULATION -2X6 STUDS @ 16"O.C.W/PT SILL PLATE Top of First Floor Co 1€RMI)tCAT€E)Of!-BAS Tl�tA Elev.+9.42 CO /I co REINFORCED CONCRETE SLAB O -2"CLOSE CELL SPRAY FOAM+R-113 BATT TO SEPTIC SYSTEM - ON 6 MIL VAPOR BARRIER+6" INSULATION BY CIVIL ENGINEER 4" CLEAN GRAVEL -a"MOISTURE RESISTANT GYPSUM BOARD -SEE STRUCTURAL ENGINEER DRAWINGS FOR FOUNDATION WALL AND FOOTING IDESIGN A SCHEMATIC PLUMBING RISER DIAGRAM BUILDING SECTION THROUGH MASTER BEDROOM 2 NTS I it = 1'-0" I OF DORMER= OF GARAGE DOORS OF GABLE= Top of Garage Ridge_ _ _ OF WINDOWS= Elev.+45.97 OF BAY WINDOW I _ —IN i i Top Plate @ Dormer Elev.+36.84 -- . LN I — 208 208 208 208 N - - - - 100ROOF L.C.CFLAT - - _ _ _ _ _ _ ROOF _ — -- A TocaboveGarage— - - Drawing Title: Elev.v.+2929.05 ILLJJ Li SIDE ELEVATION - E t - o � I SECTION THROUGH LAICO ---- -- is t`w I ; - - - -' MASTER BEDROOM Lc STUCCO-- 116 116 116 , E 101 101 101 _--- aO - EO �STUCCO\ 2) p o0 102 --- - PEN T '� r� 102 �ST�CCo-� BELOW °� O O PLUMBING RISER DIAGRAM AZEK— Scale: Top of Garage Slab — — - Top o+1 t Floor AS NOTED Elev.+19.0' Date: APRIL 10, 2026 Drawing Number: SIDE ELEVATION EAST Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: DART Top of Ridge Elev.+46.16 RESIDENCE TYPICAL ROOF 7430 INDIAN NECK LANE, 12 -LIFETIME ASPHALT ROOFS;HINGLES PECONIC, NEW YORK 11958 -ICE+WATER SHIELD 18 -1"CDX PLYWOOD(4"CDX PPLYWOOD ON FLAT ROOFS) Ronald Z a k a ry -ROOF RAFTERS(SEE STRUCTURAL ENGINEER'S DRAWINGS FOFR SIZES) -2 COURSES GRACE-ICE&VWATER SHIELD(ON ALL EAVES AND)VALLEYS) -OPEN CELL R-49 SPRAY INSULATION 12 _ _ _ _ _ _ Top of Garage Ridge �A�'e'�, +AIR BAFFLES 18 D Elev.+45.85 �.�� KRz ��ell\ Top Plate of Knee Wall 2 �A \ Elev.+36.55 0 \ RAFTER SPLAY:2x12 APPROXIMATELY 12 M = 5'-0"LONG SISTER TO EACH FFtAFTER 10D R 49 OPEN CELL SPRAY --- o F— RIP TO PROVIDE CURVED SPPLAY AND � SHEATH WITH�"CDX PLYWOoOD `D � ,� � \\ o �¢ 73�y0¢ L2 - _ _ _ _ Bottom of Collar Ties ATTIC 8"ROXUL ' 2x8 @ 16"O.C. Elev.+33.55 ' Top of Attic Floor �' COLLAR TIES a Elev.+30.55 �� N Top Plate @ Dormer _ C, Elev.+36.8 Revisions _ Top Plate of Dormer 6" No. Date Description — — — — Elev.+27.5 w — i' i'i i \ = , , - - OVERHANG g O.H. 1 04-1K6 FILE FOR PERMITS o W oLLI 10 LLI o w b0 :5 TYPICAL- EXTERIOR WALL a -3 COAT CEEMENTITIOUS STUCCO , ,' UNFINISHED STORAGE 21'ADVANTEK VENEER OWER GALVANIZED WIRE �' F-A �-L Top of 41 LATHE(COLLOR TO BE SELECTED) Elev.+29.105 Floor 1 WARMBOARD SUBFLOOR N M JRE DRAINAGE SYSTEM 8 w 0 OISTU MASTER BEDROOM THROUGHOUT 1ST FLOOR /� �\ +BLUESKIMI _ Top of First Floor 2'-6" - "CDX PL) W`O SHEATHING Elev.+19.5 OVERHANG -- - R 30 BATT -2x6 STUDS @ 16"OC TYPE"X"58"GYPSUM -2"CLOSED)CELL SPRAY FOAM BOARD WALLS AND 8"TYPE XGYP - +R-13 BATTf INSULATION(R-27) CEILING IN GARAGE GYPSUMS WALL BOARD a 8"ROXUL INSULATION B — a GRADE( RIES) -- --- _- o -10 )2X6 PT SILL ON TYPICAL FOUNDATION WALL o SEALER+TERMITE SILL R 19 BATT -SILL SEALEER INSULATION SHIELD +J"GALV. GARAGE TERMITE SHIELD ANCHORS @ 32"O.C. PITCH SLAB if PER F00 (2)2x6 TREATED SILL PLATES W/ANCHOR GRADE 342"O.C. I Top of Garage Slab BOLTS MECHANICAL ROOM @° ) Elev.+19.0 If -SPRAY WATER PROOFING+RIGID INSULATION � -2X6 STUDS @ 16"O.C.W/PT SILL PLATEkJ1 Top of First Floor M VMERE'-tNIDtCA�EM€NT-PtA Elev.+9.42 z REINFORCED CONCRETE SLAB O -2"CLOSE(CELL SPRAY FOAM+R-13 BATT O O ON 6 MIL VAPOR BARRIER+6" INSULATION CLEAN GRAVEL -B"' MOISTURE RESISTANT GYPSUM BOARD SEE STRUCTURAL -SEE STRUCTURAL ENGINEER DRAWINGS FOR DRAWINGS FOUNDATI(ON WALL AND FOOTING DESIGN BUILDING SECTION THROUGH MASTER BEDROOM BUILDING SECTION THROUGH GARAGE SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL MEMBERS Top of Garage Ridge_ _ _ _ _ _ _ _ Top of Ridge Elev.+45.85 Elev.+45,75 If 12 ±6 12 TYPICAIL ROOF �o +14 -LIFETIME ASPHALT ROOF SHINGLES a, ® -ICE+WASTER SHIELD -e"CDX PLYWOOD(J"CDX PLYWOOD _ ON FLAT ROOFS) -ROOF RAFTERS(SEE STRUCTURAL 4 12— ` ENGINEER'S DRAWINGS FOR SIZES) URSES GRACE-ICE&WATER Top Plate @ Dormer C.TIES-PER P.E SHIIELD(ON ALL EAVES AND VALLEYS) Elev.+36.8 FIRE RETARDANT LAYER ON ALL -OPEN CELL R-49 SPRAY INSULATION STANDING SEAM EXPOSED SPRAY INSULATION 12 +AIR BAFFLES METAL ROOF UNFINISHED ATTIC \ 9 205 205 205 205 c, - - I RAFTERS BEYOND r� 8"ROXUL UNFINISHED ATTIC UNFINISHED ATTIC Top Plate in Family Room Elev.+30.23 Top of Attic above Garage_ oIN Elev.+29.05LJ - 01JERHAN a � ZLd = LCOFFERED CEILING o = z PER DESIGNER c2 J W LLJ - 0 us,00 00 az oz LAI = p J Or LU 116 116 116 — -- 0 ~ O O =--- - --O L1J Y J w U y H d J (127 —1 1'WARMBOARD t❑ AZE SOFF T KITCHEN/DINING ROOM FAMILY ROOM / \ Top of First Floor Drawing Title: Top of Garage Slab Elev.+19.0' TYPICAL FOUNDATION WALL j L8"ROXUL INSULATION BUILDING SECTIONS -SILL SEALER INSUJLATION \ -TERMITE SHIELD (2)2x6 TREATED SLILL PLATES W/ANCHOR � B $"MR GYP R-19 INSULATION BOLTS @ 32"O.C. A-10 TYPICAL EXTERIOR -SPRAY WATER PR200FING+RIGID INSULATION -2X6 STUDS @ 16"1O.C.W/PT PLATE(WHERE WALL DETAILS INDICATED ON BASEMENT PLAN) -2"CLOSE CELL SPRAY FOAM+R-13 BATT INSULATION 2"CLOSED CELL INSULATION -"'MOISTURE RESISTANT GYPSUM BOARD -SEE STRUCTURAL ENGINEER DRAWINGS FOR UNFINISHED BASEMENT VESTIBULE FOUNDATION WALLL AND FOOTING DESIGN Top Basement ab OL Elev.+g,42 Scale: AS NOTED REINFORCED CONCRETE SLAB ON 6 MIL VAPOR BARRIER —) STEP DOWN FOOTING 2:1 MAX 4"PERFORATED DRAIN PIPE WITH +6"CLEAN GRAVEL-SEE STRUCTURAL PLANS Date:FILTER FABRIC AND GRAVEL-PIPE APRIL 10, 2026 TO DRYWELL BY NORTHCOAST CIVIL Drawing Number: BUILDING SECTION THROUGH FAMILY ROOM/ KITCHEN I IV q 1 -0 Ronald Zakar WINDOW SCHEDULE DOOR SCHEDULE RZ architecture & design NO. LOCATION TYPE MFG. MATERIAL CATALOG# ROUGH OPENING FINISH NO. MULLION REMARKS 11 Stewart Avenue REQ'D N0. LOCATION MATERIAL TYPE MFG. W SIZE T FINISH REQ'D HARDWARE REMARKS Huntington, NY 11743 Egress Window Aluminum Per Hinge Passage, B' La Tel. 516-922-5680 001 Casement Marvin UCA 3272 ET 2'-9"x 5'-115" Paint 2 7,, Egress Units,Tempered Glass 8'-0"Head Height " 'Label, Fire-Rated II— Well Clad a e SDL 9 p 9 001 Mechanical Room Insulated Steel Raised Panel 3'-0" 8'.0" Paint 1 MFG Self-Closing,Weatherstrip RonZakary@gmail.com W 002 EgresWe indow Casement Marvin AI Clad m UCA 3672 ET 3'-1"x 5'-118" Paint 1 8"SDL Egress Unit,Tempered Glass,8'-0"Head Height 002 Storage Solid MDF Raised Panel T-0" 8'-0" 14" Paint 1 Hinge,Passage W 003 Vestibule Solid MDF Raised Panel T-0" 8'-0" 14" Paint 1 Hinge,Passage,Weathierstrip QZ Project Title: m W 004 Storage under Stair Solid MDF Raised Panel 3'-0" 8'-0" 14° Paint 1 Hinge,Passage PROPOSED NEW DWELLING: W 005 Mechanical Room Solid MDF Raised Panel T-0" 8'-0" 14" Paint 1 Hinge,Passage DART 100 Master Bathroom Fixed Casement Marvin Aluminum UCA 2436 2'-1"x 2'-115" Paint 1 �„ Fixed Unit,16'-9"Head Height from 1st Floor Per Hinge, Closer,"B"Label,Fire Rated, Clad a a SDL 9 Q 006 Elevator Insulated Steel Raised Panel 3-0 8-0' MFG Paint 1 Electric Latch RESIDENCE Aluminum Tempered Glass,Mull to Transom UCA 3020 R.O. m 101 Master Bathroom Casement Marvin Clad UCA 3078 T 2'-7"x 6'-5 8" Paint 3 8'SDL _ 5" 007 IT Closet Solid MDF Raised Panel 2.6 8'-0" 14" Paint 1 Hinge,Latch,Pulls 2-7 x 1 7 e , 10 8 Head Height Pair 7430 INDIAN NECK LANE, Aluminum Egress Unit,Tempered Glass,Mull to Transom 008 Bilco Stairs Composite Raised Panel 3'-0" VIF 14" Paint 1 Hinge,Lockset,Deadbolt,Threshold, PECONIC, NEW YORK 11958 102 Master Bedroom Casement Marvin UCA 3072 ET 2'-7"x 5'-115" Paint 2 Clad s e SDL UCA 3024 R.O.2'-7' x 1'-118 9'-6"Head Height Weatherstrip 103 Master Bedroom Casement Marvin AI Clad minum UCA 2684 T 2'-3"x 6'-118" Paint 2 8"SDL Tempered Glass 9'-0"Head Height Per Hinge,Lockset Deadbolt Threshold, Ronald Za ka ry 101 Halfway Mahogany Entry 3'-0" 8'-0" e Stain 2Springline=6'-6",Raidus=1'-6" Aluminum " e Egress Unit,Tempered Glass,9'-0" MFG Weatherstrip 104 Master Bedroom Casement Marvin Clad UCA 3084 ET 2-7 x 6-11 $" Paint 3 8"SDL Head Height 102 Covered Porch Aluminum Clad Out-Swing Marvin 7^ 8'0" Per Paint 1 Hinge,Lockset,Deadbolt,Threshold, French Door 3080 3'216 MFG Weatherstrip 105 Master Bedroom Casement Marvin Clad Aluminum UCA 2084 T 1'-9"x 6'-118" Paint 1 8"SDL Tempered Glass 9'-0"Head Height 103 Laundry Room Solid MDF Raised Panel 3'-0" 8'-0" 14" Paint 1 Hinge, Passage ��Ep q�C 106 Hall Casement Marvin Clad Aluminum UCA 3064 E 2'-7"x 5'-3 8" Paint 2 8°SDL Egress Unit,8'-0"Head Height 104 Ante-Chamber Solid MDF Raised Panel T-0" 8'-0" 14" Paint 1 Hinge,Privacy r����o�K� Aluminum 105 Ante-Chamber Solid MDF Flush Panel 3'-0" 8'-0" 13" Paint 1 Hidden Hinges, Privacy . 107 Office Casement Marvin Clad UCA 3084 ET 2'-7"x 6'-118" Paint 5 8"SDL Egress Unit,Tempered Glass,8'-0"Head Height a g y 106 Dressing Room Solid MDF Raised Panel T-0" 8'-0" 1 4" Paint 1 Hinge,Passage 0 108 Office Casement Marvin Aluminum UCA 3084 ET 2'-7"x 6'-118" Paint 3 8"SDL Egress Unit,Tempered Glass,8'-0"Head Height 107 Master Bathroom Solid MDF Raised Panel T-0" 8'-0" 14" Paint 1 Hinge, Privacy N'�1, 734 4Q� Aluminum 109 Office Casement Marvin Clad UCA 3084 ET 2'-7"x 6'-118" Paint 1 8"SDL Egress Unit,Tempered Glass,8'-0"Head Height 108 Master Bathroom Solid MDF Raised Panel T-0" 8'-0" 14 Paint 1 Hinge, Privacy 110 Bedroom Casement Marvin Clad Aluminum UCA 2484 T 2'-1"x 6'-118" Paint 2 8"SDL Tempered Glass,9'-0"Head Height In-Swing French Marvin „ Per 2 Operable Units w/Hinge,Lockset, LL. 109 Family Room Aluminum Clad Door 3680 3'"816" 8-0 MFG Paint 5 Deadbolt,Threshold,Weatherstrip Aluminum 3 Fixed Units 111 Bedroom Casement Marvin Clad UCA 3284 ET 2'-9"x 6'-118° Paint 1 8°SDL Egress Unit,Tempered Glass,9'-0"Head Height 110 Office Solid MDF Raised Panel 3'-0" 8'-0" 14" Paint 1 Hinge, Privacy Revisions 112 Powder Room Casement Marvin Aluminum UCA 3284 ET 2'-9"x 6'-118" Paint 1 8"SDL Egress Unit,Tempered Glass,9'-0"Head Height 111 Walk-in Closet Solid MDF Raised Panel 2'-6" 8'-0" 14,, Paint 1 Hinge,Passage NO. Date Description 113 Powder Room Casement Marvin Aluminum UCA 2484 T 2'-1"x 6'-11 5" Paint 1 1 04-10-26 FILE FOR PERMITS Clad a 8"SDL Tempered Glass,9'-0"Head Height 112 Bathroom Solid MDF Raised Panel 2'-6" 8'-0" 14" Paint 1 Hinge,Privacy Aluminum Mull to Transom UCA 3032 R.O.2'-7"x 2'-7 5" 3„ Hinge, Closer,"B"Label„Fire Rated, 114 Kitchen Casement Marvin Clad UCA 3064E 2'-7"x 5'-3 8" Paint 5 $ SDL 113 Elevator Insulated Steel Raised Panel 3-0 8-0 14 Paint 1 Electric Latch �" 11 6 Head Height $ 115 Garage Casement Marvin Clad Aluminum UCA 3060 E 2'-T x 4'-118" Paint 3 8"SDL 7'-6"Head Height O 114 Coat Closet Solid MDF Raised Panel 'Pay 8'-0" 1ir 4" Paint 1 Hinge,Passage Aluminum J 115 Powder Room Solid MDF Raised Panel 2'-8" 8'-0" 14" Paint 2 Hinge,Privacy 116 Garage Casement Marvin Clad UCA 3660E 3'-1"x 4'-118" Paint 3 8"SDL 8'-0"Head Height 116 Bedroom Solid MDF Raised Panel T-0" 8'-0" 1"' Paint 1 Hinge, Privacy 117 Bathroom Solid MDF Raised Panel 2'-6" 84" 14" Paint 1 Hinge,Privacy 201 Unfinished Attic Casement Marvin Clad Aluminum UCA 3060 E 2'-7"x 4'-118" Paint 2 8"SDL 6'-6"Head Height LL. 118 Walk-in Closet Solid MDF Raised Panel 2'-6" 8'-0" 14" Paint 1 Hinge, Passage Aluminum Pocket Door 3„ 202 Unfinished Attic Casement Marvin Clad UCA 3060E 2'-7"x 4'-118" Paint 2 8"SDL 6'-6"Head Height 119 Pantry Solid MDF Raised Panel 3-0 8-0 14 Paint 1 Pocket Door Hardware,Passage Aluminum Pocket Door " 3„ 203 Unfinished Attic Casement Marvin Clad UCA 3648E 3'-1"x 3'-118" Paint 3 8"SDL 6'-0"Head Height 120 Powder Room Solid MDF Raised Panel 2-10 8-0 14 Paint 1 Pocket Door Hardware,Privacy Aluminum In-Swing French Marvin Per 204 Unfinished Attic Casement Marvin Clad UCA 3044E 2'-7"x 3'-7 8" Paint 1 8°SDL 6'-6"Head Height 121 Breezeway Aluminum Clad Door 3080 S-216" 8-0 MFG Paint 1 Hinge,Passage 'J Aluminum LL. 205 Unfinished Attic Casement Marvin Clad UCA 3644 E T-1"x TJ 8" Paint 1 7"SDL 6'-6"Head Height 122 Breezeway Aluminum Clad In-Swing French Marvin s" Per Hinge,Lockset, Deadbolt,Astragal, wl(2)Side Lites 3680 y Door 7080 7-1 a 8 0' MFG Paint 2 Threshold,Weatherstrip R.O.T-81 it x 8'-0"each Z 206 Unfinished Attic Casement Marvin Clad Aluminum UCA 2844 2'-5"x TJ 8" Paint 1 8"SDL 6'-0"Head Height Z 123 Per Hinge,Lockset Threshold,"B"Label, Garage Insulated Steel Raised Panel 3'-0" 8'-0" Paint 1 ' MFG Fire-Rated Self-Closing,Weatherstrip 124 Per Hinge, Lockset,Deadbolt,Threshold, V 207 Unfinished Attic Casement Marvin Aluminum Clad UCA 3060E 2'-7"x 4'-118" Paint 2 8"SDL 7'-0"Head Height ❑ Garage Insulated Steel Raised Panel 3'-0" 8'-0" Stain 1 W 208 Unfinished Attic Aluminum MFG Self-Closing,Weatherstri (n Casement Marvin UCA 3048E 3'-1"x 3'-118" Paint 8 8"SDL T-0"Head Height from Attic Floor above garage 125 Garage Mahogany O.H.Garage 10-0 8'-0 MFG Paint 2 Garage Door Opener,vul Safety Eye above Gara a Clad e 9 " Per 209 Unfinished Attic Casement Marvin Aluminum UCA 2860 E 2'-7"x 4'-115" Paint 2 7, 8'-0"Head Hei ht from Attic Floor above garage a Door above Garage Clad s s SDL 9 9 9 201 Unfinished Attic Solid MDF Raised Panel T-0" 7'-0" 14" Paint 1 Hinge,Passage,Weatherstrip Per Hinge,Closer,"B"Label,Fire Rated, NOTES: � 202 Elevator Insulated Steel Raised Panel 3'-0" 7'-0" MFG Paint 1 Electric Latch J LL 203 Unfinished Attic Solid MDF Raised Panel T-0" 7'-0" 14" 04 Unfinished Attic Solid MDF Raised Panel 2'-6" 7'-0" 1 Paint 1 Hinge,Passage,Weatherstrip WINDOWS TO BE MARVIN (COLOR TO BE SELECTED) ALUMINUM CLAD, LOW E, ARGON FILLED GLASS-TEMPEIRED WHERE INDICATED ON THE SCHEDULE OR AS CODE DICTATES.8" SIMULATED DIVIDED LITE WITH SPACER BARS. INTERIOR TO BE FACTORY PRIMED. HAIRDWARE AS SELECTED, PROVIDE ALL p 2 4" Paint 1 Hinge,Passage,weatherstrip SECOND FLOOR SCREENS. REFER TO ELEVATIONS FOR MUNTIN PATTERN. ZO zo5 Unfinished Attic Solid MDF Raised Panel 2'-8" 7'-0" 14" Paint 1 Hinge,Passage,Weatherstrip V 206 Unfinished Attic Insulated Steel Raised Panel 3'-0° g_0^ Per Paint 1 Hinge, Lockset,Threshold,"B"Label, PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL above Garage MFG I Fire-Rated Self-Closing,Weatherstrip PRIOR TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE KITCHEN FAMILY ROOM RESPONSIBILITY OF THE CONTRACTOR. PROVIDE HARDWARE AS SELECTED. PROVIDED SCREEN ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. PROVIDE WINDOW FALL PROTECTION AT THAT ALL WINDOW OPENINGS LOCATED LESS THAN 24"ABOVE THE: FINISHED FLOOR AND GREATER THAN 72" NOTE: RANGE FIREPLACE FUTURE ABOVE FINISHED GRADE (OR OTHER SURFACE BELOW THE EXTERIOR OF THE BUILDING)AND SHALL COMPLY WITH ASTM F 2090. FIRST FLOOR BBQ FRENCH DOORS TO BE MARVIN, (COLOR TO BE SELECTED), ALUMINUM CLAD, LOW E, ARGON FILLED GLASS, GRILL G NE RAT R PLEASE NOTE THAT ALL WINDOWS AND FRENCH DOORS NEED TO COMPLY WITH THE FOLLOWING: TEMPERED,8" SIMULATED DIVIDED LITE WITH SPACER BARS- REFER TO DRAWINGS FOR MUNTIN PATTERN. 1" U VALUE OF 0.30 OR LESS, SOLAR HEAT GAIN COEFFICIENT OF 0.30 OR LESS, AND 3 AIR CHANGES PER HOUR OR LESS. PROVIDE ALL SCREENS. INTERIOR DOORS TO BE FACTORY PRIMED. HARDWARE AS SELECTED. 2"MAIN GAS METER MECHANICAL ROOM ° PROVIDE AND INSTALL ALL REQUIRED DOORS, HINGES, CATCHES, STOPS AND OWNER PROVIDED LOCKSET. TYPICAL EXTERIOR WALL CONTRACTOR SHALL VERIFY ALL SIZES AND REVIEW ALL INTERIOR AND EXTERIOR DOOR SWINGS WITH THE 1" -3 COAT CEMENTITIOUS STUCCO VENEER OWNER PRIOR TO ORDERING BOILER OVER GALVANIZED WIRE LATHE ON BASEMENT MOISTURE DRAINAGE SYSTEM- BUILD PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OUT STUCCO TO ALIGN W/BRICK OF SHOP DRAWINGS FOR APPROVAL PRIOR TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. -8" CDX PLYWOOD SHEATHING PROVIDE HARDWARE AS SELECTED. PROVIDED SCREENS ON ALL WINDOWS DOORS, EXCEPT FIXED UNITS. -2x6 STUDS @ 16" OC -2" CLOSED CELL SPRAY INSULATION + R-13 BATT(R-27) SEE STRUCTURAL DRAWINGS SCHEMATIC GAS RISER DIAGRAM -$" GYPSUM WALL BOARD FOR FLOOR FRAMING A (1) 2x6 SOLE PLATE 18" WARM BOARD SUBFLOOR NTS THROUGHOUT FIRST FLOOR STRAPS @ 16" O.C. RZ-30 8" ROXUL TOP OF SUBFLOOR ELEV. +19'-6" (2) 2x6 PRESSURE TREATED PLATE STRAND BOARD RIM JOIST , ON SILL SEALER +TERMITE SHIELD TYPICAL 2x6 WALL TOP OF FOUNDATION ELEV. +18'-2" _ _ PARGE EXPOSED CONCRETE 1-#5 CONT. GRADE (VARIES) +, �} M.R. DRYWALL ON CEILING � 5n 311 a 1- BENT#5 @ 30" O.C. 1 �" WARM BOARD SUBFLOOR 2 2x6 PRESSURE TREATED PLATES WITH •II n STONE PAVERS 8 ( ) R-30 THROUGHOUT FIRST FLOOR 8" x 12" HOOKED ANCHOR BOLTS @ 32" O.C. TOP OF SUB FLOOR ELEV. +19'-6" • °�I. T BASEMENT DAMP PROOFING W/2" RIGID INSULATION TOP OF WALL ELEV. +19'-2 4" — - — — FLOOR FRAMING PER — 4 II o STRUCTURAL ENGINEER SEAL CONCRETE WALLS REINFORCED CONCRETE FOUNDATION- I�° & SLAB W/2 COATS 11 ° Drawing Title: TOP OF FRAMING SHELF_ _ � _ REFER TO STRUCTURAL DRAWINGS g IV ELEV. +18'-2" �I °_ LAYER OF OF ICE & 2" CLOSED CELL REINFORCED SLAB- THICKEN L i WATER SHIELD °° " —INSULATION WINDOW AND DOOR TO 8"AT PERIMETER ° °- II TOP OF BASEMENT SLAB ELEV. +9'-5" EXPANSION JOINT SCHEDULES °I I (2) 2x6 PRESSURE TREATED #5 @ 18" O.C. 411 PLATES 5�� �� e Ila �� ° g HOT DIPPED GLAVANIZED ACHORS @ 32 O.C. �� 2 CLOSED CELL SPRAY BOTTOM OF FOOTING ELEV. +8'-0" F- . r � WALL DETAILS II INSULATION `I 3" REINF. SLAB- SEE STRUCTURAL REINFORCED CONCRETE FOUNDATION- a REFER TO STRUCTURAL DRAWINGS 4" PERFORATED DRAIN PIPE WITH DRAWINGS- ON 6 MIL VAPOR BARRIER GAS RISER DIAGRAM °a ►I I I FILTER FABRIC- PIPE TO DRYWELL ON 6" CLEAN COMPACTED GRAVEL FOUNDATION DAMP PROOFING FOOTING PER STRUCTURAL Scale: AS NOTED + 2" RIGID INSULATION DRAWINGS Date: APRIL 10, 2026 TYPICAL REVERSE SHELF WALL DETAIL C TYPICAL EXTERIOR WALL DETAIL Drawing Number: . 0 B 2 '� r Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com ELECTRICAL SYMBOL SCHEDULE A- OWNER PROVIDED WALL SCONCE DUPLEX RECEPTACLE Project Title: (TYPICALLY CENTERED IN BASEBOARD) A 4"ROUND LED RECESSED LIGHTING TWO GANG DUPLEX RECEPTACLE PROPOSED NEW DWELLING: (TYPICALLY CENTERED IN BASEBOARD) DART B 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) DUPLEX RECEPTACLE @ 42"A.F.F. RESIDENCE DUPLEX RECEPTACLE GROUNDED OR 7430 INDIAN NECK LANE, 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) 0GF1 WATERPROOF-42"A.F.F. PECONIC, NEW YORK 11958 �- OWNER PROVIDED CEILING LIGHT ® DUPLEX RECEPTACLE o (FLOOR MOUNTED)COORDINATE LOCATION Ronald Za ka ry OWNER PROVIDED CHANDELIER/PENDANT- EXTERIOR DUPLEX RECEPTACLE E PROVIDE REINFORCING AS REQUIRED 4ExT WATERPROOF-18"A.F.F. + INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, � CABINET MOUNTED DUPLEX RECEPTACLE- �FRS©At?lo COORDINATE HEIGHTS WITH ARCHITECT/OWNER c COORDINATE WITH CABINET MANUFACURER �tj �pKRZ -�- EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY CABINET MOUNTED DUPLEX �� OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER RECEPTACLE-18"A.F.F. 0 UNEXCAVATED TYPICAL SWITCH-LED ClOMPATABLE (,jp OWNER PROVIDED CEILING FAN- '''„pT 0 739 © Q 4 PROVIDE REINFORCING AS REQUIRED $3 3-WAY SWITCH-LED COMPATABLE r NE i r A LOW VOLTAGE UNDER CABINET LED LIGHTING- $ FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS COORDINATE WITH CABINET MANUFACTURER F B LED INDOOR STRIP COVE LIGHTING DIMMER SWITCH-LED COMPATABLE Revisions LED STEP LIGHTING No. Date Description OWNER SELECTED �3 3-WAY DIMMER SWITCH-LED COMPATABLE 1 04-10-26 FILE FOR PERMITS EF FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- FDA RECESSED DOOR ACTIVATED SWITCH DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR © GARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. © SMART BUNDLE-(1)RG61,(3)CAT 6,1 FIBER OPTIC GAS WALL SCONCEITORCH-OWNER PROVIDED,COORDINATE 0 TELEPHONE JACK HEIGHT WITH ARCHITECT/OWNER _ POWER STRIP UNDER CABINETS GFl PROTECTED (�s LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP 3"FLUSH IN FLOOR LED LIGHT © LINE VOLTAGE CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP SURFACE MOUNTED 2x4 RAPID START 4 LAMP FIXTURE THERMOSTAT @ 58"AFF Q HEAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC FROST PROOF HOSE BIB UNEXCAVATED UNEXCAVATED ---------------� = I I TO(8)CEILING LIGHTS I I I I I O O O 0 THERMOSTATICALLY CONTROLLED EXHAUST FAN � Y O O O TO(8)CEILING O ---- LIGHTS TO(8)CEILING ---- -- LIGHTS -- A A )4 3 ------- _ U W, Q A A A A A TO FIR A A A A A ELEVATOR EQUIP. M A A A A A OS in CM c Drawing Title: BOILER PROVIDE HEAT DETECTOR A A A A A PER CODE.SECTION R314.2.3 OF THE NYSRC w BASEMENT D D D D 0° EWAG ELECTRICAL PLAN ECT D T HVAC n ATE TORA HVAC UNEXCAVATED Scale: AS NOTED Date: - - - - - - - - - - - - - - - - - - - - - - - - - - - - APRIL10, 2026 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Drawing Number: BASEMENT ELECTRICAL PLAN 4 Ronald Zakar RZ architecture & design PROVIDE 2 DEDICATED 11 Stewart Avenue ELECTRIC CAR CHARGING �- - - - - - - - - - - - - - Huntington, NY 11743 STATIONS I Tel. 516-922-5680 - - - - - - - - — — — J EXT EXT — — — — _ RonZakary@gmail.com EXT G p Project Title: I I EXT r - - - - - - - - - - - I I I I PROPOSED NEW DWELLING: ' I DART I � I RESIDENCE G 7430 INDIAN NECK LANE, I I ELECTRICAL SYMBOL SCHEDULE PECONIC, NEW YORK 11958 OWNER PROVIDED WALL SCONCE DUPLEX RECEPTACLE: Ronald Z a k a ry (TYPICALLY CENTEREID IN BASEBOARD) L — — — — — — — — — — A XT •A 4"ROUND LED RECESSED LIGHTING TWO GANG DUPLEX RECEPTACLE (TYPICALLY CENTERED IN BASEBOARD) D AFC � I • PROTECTED CLOSET LIGHT "A.F.F. B 4"ROUND LED RECESSED LIGHTING ( ) � DUPLEX RECEPTACLE.@ 42 C� � • 4 ROUND LED RECESSED SHOWER LIGHT PROTECTED * � � '� (PROTECTED) DUPLEX RECEPTACLE:GROUNDED OR I GFI WATERPROOF-42"A.F.F. 1 I G 1 - OWNER PROVIDED CEILING LIGHT ® DUPLEX RECEPTACLE: (p d4 1 (FLOOR MOUNTED)COORDINATE LOCATION I�. 7 4 I A �� EXT ' I 1 OWNER PROVIDED CHANDELIER/PENDANT- EXTERIOR DUPLEX RECEPTACLE r E PROVIDE REINFORCING AS REQUIRED &T WATERPROOF-18"A.F.F. PROVIDE HEAT DETECTOR I INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, CABINET MOUNTED DUPLEX RECEPTACLE- PER CODE.SECTION I i + COORDINATE HEIGHTS WITH ARCHITECT/OWNER ICE- COORDINATE WITH CABINET MANUFACURER . R314.2.3 OF THE NYSRCL - - - - - - Revisions D EXT G I EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY CABINET MOUNTED DIUPLEX I - I + OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER D RECEPTACLE-18"A.F.IF. No. Date Description M M I I T I $ TYPICAL SWITCH-LED)COMPATABLE 1 04-10-26 FILE FOR PERMITS UP I :O OWNER PROVIDED CEILING FAN- FL PROVIDE REINFORCING AS REQUIRED EXT A i A I A A i3 3-WAY SWITCH-LED COMPATABLE I G I o A LOW VOLTAGE UNDER CABINET LED LIGHTING- $ FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS Z . :3 3 3 3 EXT J COORDINATE WITH CABINET MANUFACTURER F IMOTION SENSOR G G ! I B LED INDOOR STRIP COVE LIGHTING DIMMER SWITCH-LED,COMPATABLE —-- - - - - - - - - - - - - - - - - - � I - - - - - - - - - - - -I - - - - A II A OD STEP IGHTED a �TING 3-WAY DIMMER SWITCH-LED COMPATABLE G I I I I II I' X I COVERED PORCH 1 T FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM *DA RECESSED DOOR ACTIVATED SWITCH Ij I I 17'-8"x 22'-l" I I II I I I I I I DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR I III / III I I II I I III A A A I III I I I I © GARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. © SMART BUNDLE-(1)RG6,(3)CAT 6,1 FIBER OPTIC III I I / III I I E I III I II I I I A I I I GAS WALL SCONCE/TORCH-OWNER PROVIDED,COORDINATE Q TELEPHONE JACK I I I 4 Q I I II I I I 1 1 I HEIGHT WITH ARCHITECT/OWNER POWER STRIP UNDER CABINETS GFI PROTECTED III I li I I I i I LINE VOLTAGE SMOKE:DETECTOR WITH BATTERY BACKUP II III I A III I ! 1 A I 3"FLUSH IN FLOOR LED LIGHT WITH LINE VOLTAGE ERY CARBON MONOXIDE DETECTOR ENTRY COURTYARD Q I III ACKUP A I A III I A SURFACE MOUNTED 2x4 RAPID START 4 LAMP FIXTURE --0 THERMOSTAT @ 58"AFF 1114 L - - - - - - - - E EXT - - G - - - - - I 33 3 3 3 - - - - - - - - -I _( I Q HEAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC FROST PROOF HOSE BIB I G D I A D D BROOM CL. SHELVES III I 1 PANTRY ! A I FRE REF Z EF III A I A I A i I 1 ( 1 3 A OTION S NSOR I II ( G I DN A I A I A A I I I A A OS A. A ----- --------- TO LIGHT II I 1 EXT 6" I I I -L "' I I BELOW I EXT - - - - - � - - - - - - - - - �"' v I C I VANITY I I EXT EXTNASA R A � AND ( 0 I COAT CLOSET BENCH COAT CLOSET GFI I I t l F F I RYER A q l E E E I A o f — I � � I D I- - - - - - - - - - - � S © w LL -- — 1 U I I o _ I � o l � _REF_ I A A A - - � - - C— w I I �� I O° I B it A A I 6 A A _ I M }r A I A A A A A q O E - - — — — — — — — — — — — — — — - I A A B C B I LU A TO I I HT 1 I p 3 3 BE OW I v A Q A C A A A A VA ITY WrITCH TO A A 3 BELA LIGHTS W VANITY B E B E E Z � A A M A o T ER ! A 3 � EF I G B M ISLAND �� A 4 A 5 � B BA - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - F. A I j — I D M - - - - - - - - - - - - - r - - - - - � T - - - - - - n - - Tr- - 4- - - W C - - - - - - - z I 3 EF m o A G B L - - - 33 0 m I I T ER I - - - - - T I A I A I -� - - - --I TRI 3 L A A A A rL — - - - � - - - - - � — - - - - - - - ] I A ! M I ! - I TO 2ND o f ELEVATOR • A A FL FLOOR a., J A I A !; I A / U a I I "' — I I �/ E a0�II II II � v I M I A O — - - - � L — - - - — - - - - - - J L A COO, - - - - I I I Drawing Title: I I� I I I 11 q S I , A A Q LT I I ! II '� I I E Ili I —I J A I A I A ! A I II I 4 (Q I ' A A A A m i i I I I A A A I FIRST FLOOR L 14- - - - - - ! - - L 3 - - - - -1 - - - — — - - - - - - - - - - - - - - - - - - - - ELECTRICAL PLAN - - - - - - - - - — - - - - - - - z - - - - - - - � 1 FL EXT o � G o � L L -- - - - - - - - - - - - - - - - - - - - - - - - - -) I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WINDOW SEAT L F F - - - - - -) o Scale: AS NOTED Date: APRIL 10, 2026 Drawing Number: FIRST FLOOR ELECTRICAL PLAN Ronald Zakary RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com ELECTRICAL SYMBOL SCHEDULE -Ah- OWNER PROVIDED WALL SCONCE 0-- DUPLEX RECEPTACLE Project Title: IIF`] 0 [- I (TYPICALLY CENTERED IN BASEBOARD) PROPOSED NEW DWELLING: r � I A 4"ROUND LED RECESSED LIGHTING TWO GANG DUPLEX RECEPTACLE DART r------- -----------I (TYPICALLY CENTERED IN BASEBOARD) Ir---- ----- - ------ I RESIDENCE U •B 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) DUPLEX RECEPTACLE @ 42"A.F.F. 7430 INDIAN NECK LANE, F •B 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) DUPLEX RECEPTACLE GROUNDED OR PECONIC NEW YORK 11958 LJ I GFI WATERPROOF-42 A.F.F. + OWNER PROVIDED CEILING LIGHT ® DUPLEX RECEPTACLE Ronald Z a k a ry (FLOOR MOUNTED)COORDINATE LOCATION OWNER PROVIDED CHANDELIER/PENDANT- EXTERIOR DUIPLEX RECEPTACLE E PROVIDE REINFORCING AS REQUIRED OEXT WATERPROOF-18"A.F.F. I - !- INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, CABINET MOUNTED DUPLEX RECEPTACLE- ,�EREp F F F �F Ft�>, I I COORDINATE HEIGHTS WITH ARCHITECT/OWNER COORDINATE WITH CABINET MANUFACURER EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY CABINET MOUNTED DUPLEX 0 I-1 + OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER B RECEPTACLE-18"A.F.F. X (p Li �NG FAN- TYPICAL SWITCH-LED COMPATABLE .�'� 0 4 I Q 4PROVIDE REINFORCING OWNER PROVIDED IAS REQUIRED _ tN4 I 13 3-WAY SWITCIH-LED COMPATABLE 11 F F F I I A LOW VOLTAGE UNDER CABINET LED LIGHTING- $ FAN SWITCH- WITH SEPERATE FAN/LIGHT CONTROLS Li COORDINATE WITH CABINET MANUFACTURER F ft B LED INDOOR STRIP COVE LIGHTING Revisions DIMMER SWITCH-LED COMPATABLE — — — No. Date Description LED STEP LIGHTING 3-WAY DIMMER SWITCH-LED COMPATABLE OWNER SELECTED �3 1 04-10-26 FILE FOR PERMITS 11 I I A F FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- I n EF DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR °A RECESSED DOOR ACTIVATED SWITCH I II j1 © GARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. © SMART BUNDILE-(1)RG6,(3)CAT 6,1 FIBER OPTIC TO F I I F OOR GAS WALL SCONCE/TORCH-OWNER PROVIDED,COORDINATE 1 1 A A HEIGHT WITH ARCHITECT/OWNER Q TELEPHONE JACK 11 I POWER STRIP UNDER CABINETS GFI PROTECTED I L___ -� �--a— ( LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP -L---, n 1 II 1 `--H-i CO) 3"FLUSH IN FLOOR LED LIGHT © LINE VOLTAGE CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP I--- r--- SURFACE MOUNTED 2x4 RAPID START 4 LAMP FIXTURE THERMOSTAT @ 58"AFF I F� I L J L J o o Q HEAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC FROST PROOF HOSE BIB 0 0 F_-I �-I ___ F_ P P C CI7 rn n, I ---- 11 Ir --------I L------- n V L� � 4 Il r � II II �- I 111 11 I I II L 11 I I I I I I I I I �-I C J I I � I I I I I I —_ I I li Ii ii I I I I I 1- L-----------------------J I I L---------------- I I _J LL_ --- --- I ------11 n II Li 11 � 11 j � II II i I l I I I I I I I I I I II II 11 II I1 � 11 11 II II II I 1 1 I I I L - - - - - - - - - - - - - 1 II II I db II A A A 1 II II TO(6)ATTIC I LIGHTS OM o C--� �--I I TO(6)ATTIC A A A O J n u LIGHTS 11I -------J In -------n III II A A II L L------ �-1 3 rr---IL------� __� -----� F c=-- --- Li 1*4 1 i I n � I I I TO(3)ATT Drawing Title: L I TO FIRST LIGHTS -__- IFLOOR II u i SECOND FLOOR II I I ELECTRICAL PLAN Li I J I I I LL ,JJ I { _ � F- L D LJ n --- l-- J --J --- Lp � Scale: IL------ L-----F_ Date: �L� 4 APRIL 10, 2026 I L_ Drawing Number: SECOND FLOOR ELECTRICAL PLAN 1 A Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: DART RESIDENCE 7430 INDIAN NECK LANE, PECONIC, NEW YORK 11958 Ronald Zakary D AJg0� krC9��vq Z.AK��'���''�`� b .a 0 �� � �w `P FLOOR GRILLE Energy Notes: 0 FLOOR DUCT BOOT 1. All construction shall comply with the New York State 2020 Energy Conservation Construction Code. The authority N�'N CONTINUOUS BEAD OF SEALANT having jurisdiction shall be permitted to determine an energy efficiency program to exceed efficiency required by SUBFLOOR _ this code. 2. A permanent certificate shall be completed by the builder and posted on a wall in the space where the furnace is INSULATED FLEXIBLE located. Certificate shall comply with IRCN1101.14. Revisions DUCT 3. Attic or crawl space access shall be weather stripped and insulated to a level equivalent to the insulation on the TIE AT INNER LINER NO. Date Description surrounding surfaces. L L �7 MASTIC AT INNER LINER 4. Installation—the components of the building thermal envelope shall be installed in accordance with the criteria 1 04-10-26 FILE FOR PERMITS LLTIE AT OUTER LINER listed in table 402.4.1.1 Where required by code official, an approved third party shall inspect all components and verify compliance. INSTALL 1" RIGID INSULATION CUT TO 5. Testing—Building or dwelling unit shall be tested and verified having less than or equal to 3 ACH50 in CZ4A, FIT BETWEEN THE RAFTERS. FOAM 5,6A. testing shall be conducted by an approved third party. AIR SEALING DETAIL AT DUCT BOOT SEAL BOTH SIDES ALONG RAFTER IR B LE 6. Ducts—Supply and return ducts in attics shall be insulated to a minimum of R-8 @ 3" or greater in diameter and A NTS WITH EXPANDING FOAM SEALANT R-6 @ ducts less than 3" in diameter. 6a. Duct Sealing—Ducts, air handlers and filter boxes shall be sealed. INSTALL 1" RIGID INSULATION 7. Duct testing—Ducts shall be pressure tested to determine air leakage by an approved third party. VERTICALLY CONNECT INSULATING /� — — —SHEATHING TO RIGID INSULATION 8. Building cavities shall not be used as ducts or plenums. BAFFLE. FOAM SEAL BOTH JOINTS. OPEN CELL R-30 9. Mechanical system piping insulation carrying fluids > 105 F degrees or< 55 F degrees shall be insulated wiith R-3 WOOD FRAME FLOOR / SPRAY INSULATION minimum. ASSEMBLY 11 10. Mechanical ventilation—Shall meet the requirements of the IRC/IMC. CONTINUOUS BEAD OF SEALANT i 11. Equipment sizing—Per ACCA Manual S, based on loads calculated per ACCA Manual J as provided by a third party HERS Rater. CONTINUOUS BEAD 12. Lighting A minimum of 75% of permanently installed fixtures must have high-efficacylam s WOOD FRAME SOFFIT 9 9— p Y p ASSEMBLY i� OF SEALANT 13. All HVAC, Plumbing &amp; Electrical systems shall meet the IRC chapter 11 Energy efficiency, International PROVIDE INTERIOR SHEATHING 1 2" RIGID INSULATION mechanical code, International energy conservation code. It shall be the responsibility of the General contractor AT EXTERIOR WALL PRIOR EXTERIOR INSULATED WALL to submit in detail the design, calculations, drawings, written statements of the mechanical, air conditioning, TO SOFFIT ASSEMBLY ventilation, heating systems (new, existing or upgraded) stamped by a professional engineer if required by the CONTINUOUS BEAD Owner or Building Dept. OF SEALANT 14. Additions, alterations or renovation: shall comply with IECC 2015 Unaltered portions of the existing building is not PV required to comply with this code. AIR SEALING DETAIL AT ROOF RAFTERS 15. Minimum one programmable thermostat shall be provided for each separate heating and cooling system in AIR SEALING DETAIL AT BUILT-OUT T SOFFIT F F I T F accordance with section N1103 Control Systems. BNTS 16. All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with Table R402.4.1.1. Apply a NTS fresh bead of caulk to the top and bottom plate immediately prior to installing interior gypsum wall board. ELECTRICAL WIRE ATTIC INSULATION ATTIC FLOOR FRAMING TOP PLATE RIGID INSULATION R-13 EXPANDING FOAM SEALANT COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE INSTALL 1�� RIGID INSULATION CUT T SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED FIT BETWEEN THE RAFTERS. FOAM / WALL STUD SEAL BOTH SIDES ALONG RAFTER / WITH EXPANDING FOAM SEALANT / VENTED AIRSPACE INSTALL 1" RIGID INSULATIO / VERTICALLY CONNECT INSULATING / PEN CELL R-30 SPRAY SHEATHING TO RIGID INSULATION / INSULATION +AIR BAFFLES YMECHANICAL LATCH TO PRESSURE AIR SEALING DETAIL AT TOP PLATE ELECTRICAL PENETRATION BAFFLE. FOAM SEAL BOTH JOINTS. SEAL AT WEATHERSTRIPPING NTS CEILING GYPSUM BOARD 0 AS AIR BARRIER MANUFACTURED PULL DOWN STAIR ONTINUOUS BEAD OF Q SEALANT CONTINUOUS BEAD OF O PLUMBING PIPE SEALANT o TOP PLATE CONTINUOUS MINIMAL EXPANDING FOAM AT EXPANDING FOAM WINDOW PERIMETER AIR SEALING DETAIL AT ATTIC PULL-DOWN STAIR SEALANT H NTS WALL STUD I i i WINDOW UNIT AS AIR ROVIDE BLOCKING AT STUD CAVITY AT SHOWER AIR SEALING DETAIL AT TOP PLATE PLUMBING PENETRATION BARRIER AT EXTERIOR WALL ONTINUOUS BEAD OF PER CODE R-402.4.1.2 THE DWELLING D NTS CONTINUOUS MINIMAL EXPANDING SEALANT SHOULD BE TESTED AND VERIFIED AS FOAM AT WINDOW PERIMETER HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR. CONTINUOUS FILLET BEAD CONTINUOUS BEAD OF OF URETHANE SEALANT FREE DRAINING BACKFILL SEALANT TILE SURROUND FINISH PER CODE R-403.1.1 THERMOSTATS BTW2"XPS BOND BREAK EMENT BACKERBOARD CONTROLLING THE PRIMARY HEATING OR AND FOUNDATION WALL ° _ KEYWAY CLOSED CELL SPRAY (R-21) COOLING SYSTEM OF THE DWELLING UNIT LIQUID-APPLIED CONTINUOUS BEAD OF SHALL BE CAPABLE OF CONTROLLING THE Drawing Title: � •. . • • _ CAPILLARY BREAK NSULATED EXTERIOR (MUST DRY TACK FREE) ADHESIVE II FILTER FABRIC PLACED CONTINUOUS BEAD OF STUD WALL HEATING AND COOLING SYSTEM ON A DAILY Y"XPS BOND BREAK THIN PROFILE WALL SHEATHING SCHEDULE TO MAINTAIN DIFFERENT UNDER PERIMETER SEALANT I� AIR SEALING DRAIN AND WRAPPED TEMPERATURE SET POINTS AT DIFFERENT CONCRETE SLAB AROUND GRAVEL —]Ii II _ TIMES OF THE DAY. DETAILS AND NOTES VAPOR BARRIER u =1 _ COARSE GRAVEL s — (NO FINES) PER CODE 4-303.3 INSULATION FOR SUPPLY 4"GRAVEL PAD(NO FINES) ° —_ CONTINUOUS CONCRETE FOOTING A - ` ' DUCTS IN ATTICS NEED TO BE A MINIMUM OF FILTER FABRIC 4"PERFORATED I ANUF. SHOWER R-8. ALL OTHER DUCTS OUTSIDE THE UNDISTURBED NATIVE III — — a— �— — — — PERIMETER DRAIN PAN THERMAL ENVELOPE TO BE A MINIMUM OF SOIL OR ENGINEERED = ° ° _ 4"PVC PIPE THROUGH FILL AS DETERMINED BY = BOTTOM OF FOOTING CONTINUOUS BEAD OF XPANDING FOAM R-6. SEALING IS MANDATORY FOR DUCTS, SOIL CONDITIONS =1 I 1 I CONNECTING INTERIOR AND AIR HANDLER FILTER BOXES ECT. JOINTS —� I III � I � I IIII � IIIIIIII—III- SEALANT Scale: EXTERIOR GRAVEL BEDS AND SEAMS SHALL COMPLY WITH SECTION AS NOTED WOOD FRAME FLOOR M-1601 .4.4. AND DUCT TIGHTNESS TESTING ASSEMBLY REQUIREMENTS TO CONSTRUCTION Date: APRIL 10, 2026 DOCUMENTS AIR SEALING DETAIL AT FOOTINGS AIR SEALING DETAILAT TYPICAL EXTERIOR WALL AIR SEALING DETAIL AT SHOWER POST-CONSTRUCTONI TEST OR ROUGH-IN Drawing Number: E NTS NTS I NTS TESTING. Ronald Zakar MAX. ALLOWABLE BLD. HT. RZ architecture & design M um ARov I.EWudd�2 Height 1 Stewart Avenue (elev. +53.0) —�. Huntington, NY 11743 \ Tel. 516-922-5680 HMNEYPOT-TOBE \ RonZakary@gmail.com SELECTED BY OWNER / ILPIOD..d Buldin Hai ht Project Title: // FETMECHARCOAL SPHALTSHNGLEROOF 122- \—CUT BRICK VENEER PROPOSED NEW DWELLING: 18 - \ \ / =L.C.C.FLASHING \ DART \ L.C.C.FLAT ROOF ON •2pt 20 BAY WINDOWS(TYR) ,2' p2 7430 INDIAN NECK LANE 19 , rS�P a�_ - \ PECONIC, NEW YORK 11958 / E1e1..30.55 1. - _ 941.1111 i - - - -` Ronald Zakary O 8 4 II i 0 - � _ �^ 03 mP mP pq ,p3 V P L AZEKP NEL ' L CD FED Ap �- ( 147 09 09 09 09 09 10 OPEN TO /y EXISTING AVERAGE To MF,re,Floo by N9.5 _ i ° ° BEYOND EXI S ■_T AV_G_ 1 A2EK FPANEL BRICK VENEER GRADE GRADE --- -- -- AZEK PANEL ON BAY BRICK VENEER +10■V WINDOW BUIrBAUTBLACK ALUMINUM CLAD(elev. ) FRONT ELEVATION (NORTH) SKY PLANE DIAGRAM WINDOWS AND DOORS (elev. +10.8 � 1 '9��Q 734�4p4- MAX. ALLOWABLE BLD. HT. Revisions (elev. +53. - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- No. Date Description / \ 1 04-10-26 FILE FOR PERMITS OF DORMER= --- 4 IFETIME CHARCOAL OF GARAGE DOORS \ / ASPHALT SHINGLE ROOF — N I ' - To of Gare eRid — _ _= IFETIME CHAR OA1 \ ASPHALT SHIN EROOF \ / - T Plab Dormer // / 1 STANDING SEPAMv.+'JS. / I METAL ROOF 11 / fflo • 03 03 ofi x j 08 I 08 08 1, \\ To al Second / E ev.*0.5 above Gara a `\ - --_- � WNER SELECT DSSQ4'BRACKETS IT 1 == ' II _ —STUCCO VENEER®®®�PL 611-5-0 74 84 2111 I L - _ 0 o ma a 9E r— - 22 24 AZE PAI, O EXISTING AVERAGE TooFrelFlao_Eb_,9.5 __ -:-- - -- - -- ^ - _- 1wmeBlaE EXIST.AVG. GRADE Efe --- -- -- -- --- GRADE (elev. +10.8) (-,)-NSIDEeIev. +10.8 ELEVATION (WEST) SKY PLANE DIAGRAM 118"'=1'-011 MAX. ALLOWABLE BLD. HT. (elev. -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- +53.0) OF GABLE= OF WINDOWS= OF GABLE= \ / OF WINDOW= OF BAY WINDOW / I OF GABLE= \ OF WNDOWS= OF ARCHWAY �/ �_-_-_-= � i i i `, ps cos i i �� j \\\ \♦ w P,L 1 111 54 -10— 3 d I U ' 4 o � i'l a r ww Lot Im LL I O a r 1 - _Lt o p, ' EXI ST■AVG■ To of Frs,Fho_EIe_19.5 __ -_ - - I - E _XIST.AVG. _ GRADE - GRADE (elev. +10.8) (elev. +10.8)REAR ELEVATION (SOUTH) SKY PLANE DIAGRAM 3 118"'=1'-011 MAX. ALLOWABLE BLD. HT. -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - (elev. +53.0) - -- -- --� OF GABLE= \\ OF WINDOWS= / T o,Gar eRid e__ / lev.+4557 --_- - -- OF SAY WINDOW _ \ \ Drawing Title: / / SKY PLANE DIAGRAMS , OB 08 OE OB ,OG \ / To o Aroc above Ga_age_ \ 11. Ea .2L - L _ ' 79 -4— �, o 4 - - R b o - 1 116 --T716 - 716 `Q 4 CD•"C' 10, I CD 101'— p2' O ( CO Scale: AS NOTED EXISTING AVERAGE ToLLf,rageSlab_ To ,F ,Fbor 1, EXIST.AVG.- Date: GRADE --- -- -- -- --- APRIL 10, 2026 GRADE +10.8Drawing Number: (elev. ) SIDE ELEVATION (EAST) SKY PLANE DIAGRAM (elev. + 10.8 4 a � r Ronald Zakary RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary(ftmail.corn N. Window fall protection shall be provided where needed per Code Code Chapter 4 and ASTM C1 157. All concrete shall be air entrained 6.0 CARPENTRY: 7.8 Provide all interior and exterior sealants as required consistent with DELETE SECTIONS 11,12, 13&14, NOT APPLICABLE kits shall be white and baffles to be white. All bulbs to be 2700K LED 6.1 All lumber and labor shall comply with all local,state and federal common practices for interior finishes and exterior water/weather dimmable lamps. Contractor shall provide all bulbs and LED strip GENERAL NOTES AND SPECIFICATIM Sections R319.5.1 &R321.2. between 5%and 7%max. authorities having jurisdiction. proofing. 15.0 PLUMBING/HVAC: lighting. 0. Protection of wood and wood-based products from decay& 3.9 Reinforcing bars: ASTM A 615,grade 60 steel per Code,welded wire 6.2 New exterior walls to be 2"x 6"at 16"o.c.with single sole plate and a. Interior sealants shall be silicone base-paintable,white or clear. 15.1 Provide all necessary roughing for complete installation per plans. 16.7 Provide power for exterior outlets on dedicated circuits. Project Title: DART RESIDENCE, SOUTHOLD, N. Y. termites shall comply with(I.R.C.)Sections R304. fabric:ASTM A 185(6"x 6"1.4/1.4);steel wire:ASTM-A 82. double top plate. Notching and drilling of all studs shall comply with Code b. Exterior sealants shall match color of adjoining material and shall 15.2 Provide and pay for all necessary inspections,tests,and approvals. 16.8 Provide line voltage with battery backup 2 stage smoke detectors 0.28 Upon completion of the work,the contractor shall have all areas 3.10 Set 5/8"round x 18"long anchor bolts not more than one foot from corners Chapter 6. be silicone base,exterior grade. 15.3 All fixtures and fittings to be provided by the Owner and installed by (ionize/smoke detection)per code requirements(R 310, R 311 &UL217) PROPOSED NEW DWELLING: R Z ARCHITECTURE& DESIGN-RONALD ZAKARY ARCHITECT cleaned included but not limited to vacuuming,washing and polishing. and spaced 32"on center per Code R403.1.6. Set anchor bolts either le plate aind double C. Provide backer rods at all exterior masonry caulk. the General Contractor. and NFPA 72- one in hallway outside sleeping areas and one in each 0.29 The General Contractor is responsible,during all phases of work,for all side of all openings and a minimum of two bolts in any one sill. Provide 6.3 Interior partitions to be 2"x 6"at 16"o.c.with single so Bedroom and one in Garage and in Basement as needed. Provide one construction means, methods,techniques,sequences,procedures,and minimum 7"embedment. Anchor bolts to be double hot dipped top plate. 7.9 Provide insulation in all walls and ceilings containing plumbing lines. 15.4 All plumbing work shall comply with all applicable codes and standards CO detectors on each floor including basement level and attic per Code. THESE SPECIFICATIONS HAVE BEEN PREPARED FOR THE COMPLETION safety precautions connected therewith. Galvanized(rated to be in contact with ACQ lumber)-with approved 3" 6.4 New exterior wall sheathing shall be 5/8"CDX ply wood-secur(e to Insulate all interior walls and both floors with Roxul sound deadening and Code. Install fixtures and fittings in strict accordance with DART OF THE NEW DWELLING LOCATED AT 7430 INDIAN NECK LANE, framing per Code. Extend ply wood to top of top plate and no jcoints shall insulation. manufactures instructions. All water supply piping and piping for heating Provide heat detector in the garage and attic. SOUTHOLD,N.Y. FINAL ARCHITECTURAL DRAWINGS AND 0.30 The General Contractor is responsible for the coordination of all square washers. be allowed at floor lines per drawings. Provide optional pricing ifor Zip 7.10 Provide lead coated copper eave flashing. (except radiant)shall be copper. 16.9 Install exterior water proof(GFI)outlets as indicated. SPCIFICATIONS DATED APRIL 10,2026,STRUCTURAL DRAWINGS AND necessary inspections during work as well as for final building 3.11 No admixtures shall be introduced into the concrete without written d roof sheathing. 7.11 All roof flashing to be lead coated copper including hip caps and perimeter 15.5 Connect new waste lines to new septic system designed by Northcoast 16.10 Provide ground fault interrupter circuits and arc fault surge protection to RESIDENCE CIVIL DRAWINGS COMPRISE THE COMPLETE SET OF FINAL BID AND department approval and for obtaining the N.Y.S.Underwriters approval from Architect and Engineer. system for walls an of flashing. Civil. code. Certificate and the Certificate of Occupancy/Completion. 3.12 Provide continuous damp proofing on all new foundations with approved 6.5 Roof sheathing shall be 5/8"CDX plywood. Provide 1/8"gap beetween all flat ro CONSTRUCTION DOCUMENTS,PLUS THE ENERGY CALCULATIONS 0.31 The General Contractor warrants that it is expert in the type of rigid insulation cover per Code R406. System to extend to bottom of sheets of sheathing per manufacturer. Install per(I.R.C.)Table.,R602.3(l) 7.12 Do not apply roofing materials to damp,frozen,dirty or dusty deck or 15.6 Insulate all hot and cold water lines. 16.11 Install new outlets per code requirements and as indicated. Interior 7430 INDIAN NECK LANE, PREPARED BY HOME ENERGY SOLUTIONS. and Code Section R503. Flat roof sheathing and chimney sheathing shall to surfaces unacceptable to manufacturer. Deck surfaces shall be dry 15.7 Connect all roof leaders to new dry wells-per plans by Civil engineer. outlets to be in base molding as code permits. construction work and method of construction required here under. By footings including 45 degree cant. Backfill shall be clean bankrun or Provide two new Buderus or Lochinvar(or approved equal)gas 16.12 Provide wiring for heating and air conditioning systems as required. PECONIC, NEWYORK 11958 submitting a Contract Price, General Contractor is deemed to have approved equal not until walls are properly braced per Code R404. be%"Advantek-glue&screw. and free from snow and ice. 15.8 0.0 GENERAL NOTES&SPECIFICATIONS: 6.6 Ceiling joists to be as noted on plans. 7.13 Provide rigid insulation at perimeter of foundation per Code to protect (propane)fired direct vent condensing boilers-size of boiler to be 16.13 Electrical Power and lighting shall comply with the 2025 Residential Code 0.1 The Contract Documents consist of the Owner-Contractor represented that its firm,supervisory staff and workman are expert Damp proofing shall be installed on egress window walls,garage walls al water proofing-assume 1 1/2"-2"boards. determined by heating contractor and Warmboard supplier and of New York State,all governing agencies and with all the agreement,the Architects Construction Plans, Specifications and and experienced in the type,method and performance of work and porch walls. 6.7 New main roof rafters to be as noted on framing plans. Provide diagon requirements of the Underwriters Laboratory. required, including the work necessary to produce the best possible 3.13 All concrete placed into forms for a vertical height of more than 36" bracing at spans greater than 14'. 7.14 Provide all roof and thru wall lead coated copper flashing as specified in necessary work included in base bid. Boilers to accommodate the Ronald Zakary Instructions to Bidders and all addenda(if any). 6.8 Provide 2"x 6"treated ACQ sill plates at all new foundations-iin division 5. following zones: 16.14 Power and lighting distribution systems shall comply with N.E.C.A.,the 0.2 The intent of the Contract Documents is to include items for the aesthetic appearance for this project,consistent with the Contract shall be vibrated. cordance,with Code&AWPA-W1. 7.15 All insulation shall have a flame spread rating not greater than 25 and 1) Provide multiple zones of radiant heat throughout the entire first National Bureau of Fire Underwriters and all other governing agencies. proper completion of the work. Any omission in the description does Documents, and to have offered such expertise and experience as an 3.14 Provide all beam pockets at all beams as noted and as required. ac 16.15 Coordinate power requirements and installation of the service with Power inducement to the Owner to enter into an Agreement with the General 3.15 Provide sleeves in foundation for all utilities as necessary. 6.9 Provide new W Advantek sub floor throughout second floor and attics- smoke developed index not to exceed 450 per ASTM E84&Code floor of the residence including the Garage,breezeway and rear authority as required. Provide temporary power as necessary. not relieve the General Contractor of delivering a completed project in glue and screw down. It shall be the contractor's responsibility to provide Sections R302.9&R302.10. Exposed attic insulation on floors shall have covered porch. 16.16 Label all circuits on panel boxes. Leave minimum of 20 spares for future accordance with the accepted practice. Contractor. 3.16 REINFORCING: floor material alignments throughout. Install per Code. Providie additional a critical radiant flux not less than 0.12 watt per sq.cm. 2) Provide three(3)hydronic forced air zones of heat in the residence veD Af?C 0.3 The Owner and Architect have the authority to reject work which 0.32 The General Contractor shall arrange with the Owner for proper a. All reinforcing bars are to be the diameter shown,deformed layers of subfloor in all rooms scheduled to receive wood. 7.16 Provide lead coated copper flashing pans at all exterior doors,all water -one on the second floor,one on the first floor(Great Room and use. does not conform to the drawings. The Contractor,at no additional storage of materials on the site so that all is done in an orderly and intermediate grade billet steel having a design strength of Entire first floor to receive 1 1/8"thick Warmboard. Contact Warmboard facing windows and all windows with sills within 12"of roofs below. Solder Master Suite zones)plus one zone in the basement. Coordinate 16.17 General contractor shall verify final locations(heights)of all fixtures, KRZ, cost to the Owner or Architect,shall correct all work rejected. secure fashion. 40,000 PSI per Code Section R404 and ASTM A 615,A 706 or for a radiant heat layout throughout the entire first floor. all joints. zone allocations with Owner. outlets and switches,etc.with Owner prior to roughing. V 0- 0.33 All site work including but not limited to storm water disposal and sewage A 996. Provide one steam generator as required-1 per floor,or as 16.18 All lighting fixtures and electrical equipment shall be UL approved. 0 0.4 Should the Drawings and/or Specifications, in the opinion of the 6.10 Install window,door, crown and base moldings throughout residence as 7.17 All windows and doors shall receive drip caps. 3) 1 �A Contractor,show additional work,or work of more expensive character system shall meet the requirements of all agencies having jurisdiction b. Typical cover for all reinforcing shall be three(3)inches selected by Owners(provide allowance for all moldings-paint Igrade or as 7.18 Lightly stuff insulation around all window and door frames and spray in all deemed necessary. 16.19 Coordinate with all Owner retained trades including telephone, 1-1 It, than of accepted practices, it shall be the duty of the Contractor to including but not limited to the Suffolk County Department of Health. Site unless otherwise directed. perimeter spaces at first floor framing(box). 4) Provide for mechanical fresh air(Energy Recovering Ventilators)as cable,security and audio I visual. 0 C_ notify the Architect in order that proper adjustments may be made. design,sanitary design,grading&drainage and retaining wall engineering C. All bars are to be continuous unless specific lengths are noted and install all new moldings throughout): ng all adj1acent switches,dimmers&timers. Door&window casing=5"casing throughout residence.t. 7.19 All exposed spray insulation shall have proper fire rating per code required because of mechanical System designs and house having 16.20 Contractor shall ga The Contractor shall assume full responsibility for work done,or is per plans prepared by Northcoast Civil. the services of a shown. All splices are to be forty(40)bar diameters min. 1 Base molding=9 1/2"two piece throughout residence wvith shoe. requirements. spray insulation. 16.21 Segregate lighting circuits from convenience outlets. materials substituted,without written approval from the Architect, if 0.34 The Owner,at the contractor's direction,shall secure d. Welded wire fabric(WWF)is to be not less than 40,000 PSI. 2. in base molding. 7.20 Roof shingle installation shall be completed by a certified installer and 5. In addition to the above,provide Runtal baseboard hot water 16.22 All wiring shall be copper(wire gauge per code requirements). (P such work or material contrasts with the Contract Documents, licensed land surveyor for foundation stakeout,foundation as built and a e. All reinforcing is to be securely fastened to resist movement Install outlets shall provide the Owner with the written guarantee. heating throughout the first floor-coordinate with Owner. 16.23 Provide allowance for five-two lamp security spot lights on motion 0 final survey. during concrete placement. 3. All windows to receive casing,skirt and have window sill1s. sensors with Light sensors-coord.locations with Owner and architect. Drawings or Specifications previously approved. 0.3!5 The General Contractor shall provide the Owner with release of liens f. Provide reinforcing in all foundation walls and footings as per plans. 4. All openings between rooms shall have 5/4"x flats stock plus 7.21 Provide two layers of rolled on concrete sealer in basement(walls and New system to be installed as follows: rovide over-ride switches firom Kitchen and Master Bedroom. 0.5 The latest edition of the General Conditions of the American Institute typical casing. floors)prior to framing. Provide one layer on floor prior to framing and a. Provide Taco circulating pumps for all heating zones. P of Architects shall govern and be made part of these specifications. documents including the General Contractor,all Sub-Contractors and g. Provide 245 bars around all openings unless noted otherwise. ors prior tin installing finished flooring materials. b. Provide isolation valves for each zone. 16.24 General Contractor to run CAT 6 wiring to all spaces. Coordinate location their suppliers. h. Basement interior footings to have reinforcing as specified. 5. Kitchen crown molding by Kitchen contractor. second layer on flo of basement IT closet with Architect. Provide low voltage exhaust fan, 0.6 DISCREPANCIES: 6. Provide allowance for paint grade crown moldings throulghout as 7.22 Provide lead coated copper crickets as indicated plus flashing at chimneys C. Provide all necessary wiring. 1. Whenever there are discrepancies between the Drawings 0.316 General Contractor hereby specifically acknowledges that the 3.17 Provide precast dry wells per site plan as designed by Northcoast Civil. selected by the Owner. and step flashing. d. Provide new 100 gallon indirect hot water storage tank or as clucted to the exterior. or the Drawings and Specification,the General Contractor Contract Documents are full and complete,and sufficient to have 3.18 Garage slab to be polished and sealed with epoxy finish. Provide collar ties throughout all roof framing as noted. 7.23 Provide vinyl weeps at all brick veneers at 24"on center as prescribed by otherwise required to accommodate new residence. 16.25 Provide temporary electric service as required during construction. shall contract for,provide and install the better quality or enabled it to determine the cost of the work and that the drawings, 3.19 Provide interior concrete pier footings as indicated-top of footings 6.11 Provide Nest or equal thermostats for all zones-coordinate all 16.26 Provide new cable and phone services to residence. the Specifications and all addenda(if any)are sufficient to enable the bottom of slab. 6.12 All roof rafters on each side of ridge to be connected together wifth metal the manufacturer. e. greater quantity of material or work called for,unless trap per plans. 7.24 Provide R10 rigid insulation at Breezeway foundation from slab to 24" locations with Owner prior to installation. 16.27 Provide allowance for ten dedicated circuits for landscape lighting. otherwise ordered in writing. General Contractor to construct the work outlined therein in 3.20 Saw cut control joint in the basement and the garage slabs as necessary s 6.13 Provide micro lam headers as indicated on framing plans-as below grade. Provide lead coated copper cap flashing and stucco veneer f. Heating systems to be installed in strict accordance with 16.28 Provide two 4"PVC conduits for future use from mechanical room to attic. Revisions 2. Written dimensions(or notes regarding alignments or accordance with all laws,and otherwise to fulfill all of its obligations to prevent cracking. where exposed on fiberglass mesh. manufacturers requirements. 16.29 Install Owner provided gas fired generator and transfer switch. centerlines)shall govern over scaled dimensions. under the Contract Documents. In addition,if General Contractor 3.21 Provide R-1 0 rigid insulation with stucco finish and lead coated copper cap manufactured by TJI. Provide 3"min.end bearing-nail multipble units all exterior walls plus batt. 9. All heating equipment including type and location of 16.30 Provide electric shutoff valve for water main. performs any construction activity and if it knows or should have flashing at the perimeter of the foundation at the breezeway. Extend down together as recommended by manufacturer(3 rows of 16d @ 112"o.c.). 7.25 Provide 2"closed cell spray insulation in 16.31 Install interior outlets in base molding. No. Date Description DO NOT SCALE DRAWINGS. known that any of the Contract Documents contains a recognized 24"below patio level. Provide lateral bracing per manufacturer. All flush framing into)micro lams 7.26 Provide 8"Roxul insulation between first and second floor and 4" thermostats and zoning to be approved by Owner. 0.7 The Architect shall not be responsible for the performance of or the error, in consistency or omission,General Contractor shall be 3.22 Provide foundation drainage in conformance with Code Section R405. shall be secured with 10d nails. Provide glue lam beams in coinformance acoustical insulation in all first floor walls. h. Provide radiant heat with 4 way boiler tempering mixing valves with 16.32 Provide two dedicated circuits for electric cars in Garage-provide 1 04-10-26 FILE FOR PERMITS 7.27 Provide optional bid for imitation slate by Davinci. motor controlled by outdoor weather reset. retractable ceiling chords for two garage bays. work of the General Contractor and any other subcontractors,nor responsible for such performance and shall bear the cost for Provide perforated piping and filter fabric at perimeter of all footings-pitch with Code. Owner retained AV contractor for all equipment and shall he guarantee the performance of their contracts. correction thereof. pipes to dry well. Provide 12"clean gravel around piping. 6.14 Minimum header at any opening=2-7 1/2"micro lams. i. Radiant heat to be manufactured by Radiant Technologies or 16.33 Coordinate with 6.15 All load bearing partitions shall be catted at mid span. All cat's sahall be 8.0 DOORS AND WINDOWS: approved equal. speaker locations. 0.8 INTERPRETATION OF DETAILS: 0.317 Provide temporary exterior port-a-san for duration of project. 3.23 Provide 6"reinforced concrete slab at generator-coordinate utility 16.34 Coordinate with Owner optional'smart home'technology and budget for If the Contractor or any subcontractor objects to any details 0.3�8 Energy calculations, HERS Certificate and Manuel J calculations are penetrations. ripped down 1/8"to avoid being proud of studs. Provide solid tblocking 8.1 Provide two panel 1 3/4"MDF raised interior doors per plans-to be j. Test all radiant heat with pressure tests. same. Assume for Family Room, Kitchen,Master Suite and alI outdoor contained on the construction documents, he shall submit such completed by Home Energy Solutions-Mr.Glen Lamay at 631-673-0664. 3.24 Coordinate all related site concrete work&paving with landscape plan. behind all base and upper cabinets,vanities,at shower enclos;ures and as selected-installed in strict accordance with manufacturer's instructions. k. Provide direct vent gas fired condensing Lochinvar or Buderus high objections to the architect in writing within six(6)days after issuance 0.3�9 Provide six foot high chain link construction fencing as prescribed by the 3.25 Drop top of foundation at overhead Garage doors 8"below top of Garage needed. Final selection of panel design per Owner and Architect. efficiency boilers or approved equal. Provide outside reset lighting. of details. Failure to do so will be construed as contractor's acceptance. 6.16 Provide 1"x 8"Azek fascias. Rakes to be 2 piece 11"x 8 and 1 x<3 Azek. 8.2 Install all Owner provided interior cloor hardware including front door. controls. 16.35 Provide outlet covers with built in LED lights-assume 15 locations in Village and in order to maintain a safe jobsite. Provide locked gates. slab. 8.3 All windows&exterior doors shall be manufactured by Marvin-Ultimate 1. Coordinate all equipment efficiencies with the specifications by Halls and Mud Room. Coordinate with Owner. 0.9 MEASUREMENTS 0.410 Provide wire backed silt fence and hay bales at the perimeter of the 3.26 Provide%"notch in slab at inside edge of Garage door. All soffits to be T&G Azek bead board. Finished rakes to be 1"proud of Before ordering any materials or doing any work,the contractor shall disturbed area or as required by the Village. Protect street and curbing 3.27 Foundation walls to have reverse framing shelf as indicated. finished siding materials. series aluminum clad windows-color as selected by Owner(assume Home Energy Solutions. 16.36 Provide power for electric shades as per Owner in Great Room and verify all measurements at the building and the site and shall be during all stages of construction. Care shall be taken during construction 3.28 Piers between Garage doors to have 445 bars vertically and#4 cage at 6.17 Provide cathedral&tray ceilings as indicated. Provide coffered ceiling in standard color for bid purposes). Windows to be Aluminum clad,double m. All Mechanical work shall be completed per Code Chapters 12-16. Master Suite. the Family Room. pane Insulated, 7/8"S.D lite, Low E Argon filled glass,with integral n. All blowers to have HEPA filters. 16.37 Provide outlets with USB ports in all rooms-coordinate with Owner. responsible for the correctness of same. No extra charge or to maintain a safe and secure jobsite. Coordinate staging locations with 8"on center. s and pre-primed. Provide extension jambs as necessary in 2 x 6 15.9 Provide complete central air conditioning systems throughout residence 16.38 Provide a sub panel in the second floor for future power and lighting. compensations will be allowed because differences between Owner. 3.29 Coordinate Breezeway slab and foundation pour with utility conduits 6.18 All closet interiors to be completed by Owner retained contractorr. screen al hardware. -four zones total(as outlined in heating above)-coordinate zones with 16.39 Provide ample circuits to the Garage attic for outlets and lighting. actual dimensions and the measurements indicated on the drawings; 0.41 Provide all new utilities to the job site as necessary and provide for all between the basement and Garage. Coordinate with Owner any future 6.19 The carpenter shall do all cutting and fitting of his woodwork reqluired construction. Units to have white jamb liners and coast any differences which may be found shall be submitted to the architect necessary permfts and inspections for same. plumbing or HVAC in the Garage attic and make accommodations to run by the plumbing, heating and electrical contractors or any othe�r Complete shop drawings shall be provided to the Architect for Owner. All equipment to be 16 seer by Carrier,Trane or equal. Provide 16.40 Provide power for electric screens on rear porch. for consideration before proceeding with the work. 0.442 General Contractor shall coordinate all utility locations with the approved lines below the breezeway. mechanics to install their work. review prior to ordering. All grids in windows and doors to have spacer all new insulated/sealed ductwork due to new codes and 3 air changes 0.10 RESPONSIBILITY: subdivision plan. 6.20 All structural wood framing(headers,posts,floor joists and roof bars. ALL WINDOWS AND FRENCH DOORS SHALL HAVE DESIGN per hour maximum for blower door test. The location of all diffusers Each contractor shall be responsible for all material furnished him and 0.43 General Contractor agrees to work only during the hours per the Village. rafters)shall be Douglas Fir#2 and better,s-dry as follows; PRESSURE RATING SUITABLE FOR THIS WIND REGION. Provide grilles to be reviewed with Owner and Architect prior to installation. of his work in accordance with the true intent of the Bending stress =850 PSI(single) screens for all windows and doors. Provide optional bid for impact glass. 15.10 Provide complete system of supply and return(insulated&sealed)ducts for the execution 0.44 Provide RCA temporary parking/staging areas off the street as 4A Paths, patios,and driveway to be completed by GC. Provide separate drawings and contract. He shall provide without extra charge all necessary. bids for each item. Bending stress =1,000 PSI (repetitive) 8.4 All glazing in hazardous locations per Code Section R324.4 shall be to be utilized for central air conditioning. incidental items required as part of his work even though not 0.445 Owner retained landscape architect shall make the selections for all 4.2 Provide bluestone pavers at front porch and rear porches/patio&paths Fiber stress =1,400,000 PSI tempered including glazing in and adjacent to all doors,and in locations 15.11 Both heating and air conditioning systems shall be designed,installed, particularly indicated or specified. exterior hardscape finishes&details and for complete landscape plan. as selected by Owners and landscape architect. 6.21 All lumber in contact with concrete/masonry shall be treated meeting all of the following criteria: balanced, and/or adjusted by contractor to provide for the distribution of 0.11 DEVIATIONS: 0.446 Septic system shall be installed and inspected by the Dept.of Health and 4.3 Sealing of stone to be completed by contractor as prescribed by the stone in accordance with current code requirements. Sill plates to bee a. Exposed area of an individual pane is greater than nine(9)square heat and air conditioning to all spaces. 2"x 6"and 2"x 4"ACQ. The General Contractor shall be res1ponsible to feet. 15.12 The first 10 feet of all supply and return ductwork leaving and The owner reserves the right at any time during the progress of the Northcoast Civil and contractor shall obtain Dept.of Health approval in manufacturer. ng the air handling units shall be lined with 1"acoustic lining. work to deviate from plans or specifications. This will not invalidate writing. 4.3 Clean all masonry work at completion of work with approved acid wash ensure that the proper means of protection are utilized during,the b. Bottom edge less than eighteen(18)inches above the floor. returni the contract. An allowance or deduction will be made. or as recommended by manufacturer. handling, cutting,drilling,etc.of all treated material. C. Top edge greater than thirty six(36)inches above the floor. The balance of all cluctwork shall be insulated with 1 1/2"3/4 lb.density, 0.12 EXTRAS: 1.0 SCOPE OF WORK: 4.4 Provide full bed brick veneer where indicated on residence&cut brick 6.22 Cuffing of the floor joists to a depth of 1/16 of the joist depth shiall be d. One or more walking surfaces within thirty six(36) inches lapped and tied with fiberglass tying cord or as required for code Bills for extras will be allowed only when work is ordered in advance in 1.1 Construct new single-family dwelling as outlined in the construction veneer on chimneys and two rear recessed entrances-to be selected by permitted except in the middle third of the span per Code. No)tching, horizontally of the glazing. compliance and to meet blower door test minimum standards. writing. drawings,specifications and as otherwise required including breezeway Owner. Anchor brick to substrate at chimneys and walls as recommended drilling or cutting of TJI/micro lam floor joints shall be in com1pliance with 8.5 Provide and install interior and exterior doors as indicated on plans in 15.13 GUARANTEE AND SERVICE: 0.13 TEMPORARY HEAT&POWER: and attached Garage. by manufacturer-including adjustable ties and stainless steel clip angles manufacturer's instructions. Maintain copy of manufacturers iinstallation strict accordance with manufacturer's instructions. The contractor shall guarantee and service the air conditioning The General Contractor shall provide&maintain all heat required for the 1.2 Landscaping,lawn, landscape lighting&sprinkler system-bid separately. -screwed to studs or drilled into concrete retaining/foundation walls,to instructions on site. 8.6 All exterior doors shall have weather-stripping as part of their assemblies. system for a period of three years from final acceptance by the owner. proper execution of the work. A minimum temperature of 55 degrees F. 1.3 Provide new site grading&drainage,driveway, paths,terraces,drywells distribute weight of stone evenly on frame structures. Provide Gravity 6.23 Double joist or provide ladder joists at 16"o.c.under all partitiorris 8.7 Contractor to provide heavy duty pocket hardware in all pocket doors- 15.14 Provide all power wiring as required in this section. shall be maintained during appropriate stages of the work. The contractor and retaining walls in strict compliance with all codes as engineered by cavity drainage mat behind all brick veneers as manufactured by MTI or running parallel to same. At wet locations provide space betvween Hafele or approved equal. 15.15 Properly support all ducts,blower and piping to structure to prevent any shall coordinate with local power authority the provision of a temporary Northcoast Civil. approved equal. Install as prescribed by manufacturer. Anchor full bed double joists and block solid at four feet on center per Code. 8.8 Contractor shall verify dimensions and quantities in the field and type of vibration. electric service. The Owner shall be responsible to pay for all temporary 1.4 Provide construction fence during all phases of construction as dictated by brick to framing with adjustable galvanized anchors @ 16"on center in 6.24 All lumber shall bear grade stamps. report any discrepancies to Architect. All rough opening dimensions 15.16 Provide necessary exhaust fans to all Bathrooms and in the Laundry utilities. the building department and as needed for a secure site. Provide hay both directions. Provide lead coated copper thru wall flashing at base of 6.25 Provide minimum 3-2"x 6"posts below structural beams/header unless for doors and windows are the responsibility of the General Contractor. Rooms per NYS ode requirements. 0.14 TEMPORARY ENCLOSURES: bales and silt fence as needed to prevent any erosion during construction. walls and vinyl weeps @ 24"on center. noted otherwise. Block solid to foundation or framing below. The contractor shall review the door swings with the owner prior to 15.17 Furnish and install clean outs at the end of each horizontal run and at the All temporary enclosures shall be provided whenever needed either for 1.5 Construct rear covered porch with electric screens as indicated. 4.5 Provide lead coated copper flashing over ice and water shield where 6.26 Provide all necessary temporary bracing,shoring etc.,until all fframing placing any door orders. base of all vertical waste and drainpipe. Clean outs shall be of same size protection from weather or to protect the building against entry,theft I.E5 Construct rear terraces,driveway, paths and patios as indicated. exterior patios/stoops abut wood framing and at R-1 0 rigid insulation at and sheathing is in place. 8.9 Repair/replace materials and finishes damaged as a result of install. as pipes they serve. or construction damage. 1.7, Provide new water, propane tanks,cable and buried electric services to breezeway perimeter. 6.27 Provide fire stopping&blocking of the type and location per Code 8.10 Maintain hardware protective coverings until final acceptance. 15.18 Provide a complete system of risers,connecting into waste lines-to 0.15 General Contractor to coordinate with owner's audio/visual contractor the new residence. 4.6 Provide weather tight lead coated copper flashing cap at chimney. R302.11 &R602.8 and draftstopping per R302.12. 8.11 Hardware shall be accurately located,securely fastened and operate code. All plumbing materials shall meet Building Department's exact locations of all equipment,speakers,wiring and cable wiring. 1.8 The basement shall be unfinished as part of the construction project as 4.7 Contractor shall set up sample panel of brick veneer for Owner and 6.28 The contractor shall be responsible for any modifications whichi may be smoothly. requirements. All waste lines to be as allowed by the Town-provide 0.16 General Contractor shall coordinate with owner's telephone/cable and indicated,with the exception of the finished vestibule and the storage Architects review and approval. Brick to receive white wash suitable to required by the Building Inspector,within the scope of the Cointract as 8.12 All exterior doors(including French Doors)shall be keyed alike- for cast iron drops from the second floor for acoustical purposes. All alarm contractor's exact locations of all equipment,wiring,etc. mechanical room as indicated. allow the brick to'breathe'and achieve owners desired finish. set forth in the plans or as outlined in proposal,at no additional charge coordinate with Owner. supply piping for domestic water and heating shall be copper. 0.17 Any deviations from the construction documents without written 1,c9 The second floor shall remain unfinished including the Garage attic. 4.8 All masonry materials shall be installed as prescribed by the manufacturer. to the Owner or Architect. 8.13 Provide new B Label fire rated self closing door between Garage and Mud 15.19 Plumbing contractor shall provide system design,materials,methods approval from the architect shall be the responsibility of the General 1.10 Provide three stop elevator. 4.9 Provide W stucco veneer on residence as indicated with diamond 6.29 Materials for millwork shall be kiln dried to a moisture content less Room/Breezeway and at mechanical room. and labor necessary to satisfactorily accomplish the objectives,as Contractor. Any corrective work requested by the Owner and/or 2.10 SITE WORK/DEMOLITION: galvanized mesh. Finished stucco texture and color(to be impregnated than 12%. 8.14 Provide allowance for the Garage doors&openers with remote designed on drawings and in specifications. Architect based upon unauthorized changes on the part of the General 2.1 Site to be kept in broom clean condition throughout all phases into the stucco)to be selected by the Owner. Build out all stucco veneers 6.30 Provide allowance for new stairs&railings per code,including Garage capabilities and safety eye. Garage doors and hardware to be installed 15.20 The contractor shall verify all field dimensions and install items Contractor,shall be completed by the General Contractor at no of work. General Contractor and Subcontractors shall,upon to the same thickness as the full bed brick veneers to achieve a recessed attic stair&rails. All stairs shall have a minimum clear headroom of 6'-8" per Code Section R309.4&UL 325. with necessary clearances for his work and the work of other trades. additional cost to the Owner and with no effect to the timeline of the completion of all work,promptly remove from the property any window look. Provide stucco returns at all exterior openings. Provide and railings shall comply with all applicable code Sections R318.7. 8.15 Provide allowance for two wood/insulated glass rear arched doors, 15.21 If cutting of structural members is necessary,the architect shall have the project. and all tools,scaffolding,equipment and surplus material. In the control joints in all stucco work to prevent cracking. 6.31 Neatly and accurately secure joints so they are fitted tight,blocked hardware,&casings. authority to require additional framing to compensate for hole(s). 0.18 These Contract Documents,and all copy rights contained herein,are event the same shall not be removed by General Contractor and 4.10 All exterior stairs to have typical brick risers and bluestone treads. and put together to avoid opening. Countersink all nails at aill trim. 8.16 All tub/shower enclosures to be completed by Owner. 15.22 Provide shutoff valves to all fixtures. Provide four hose bibs on the the sole property of the Architect and cannot be used for any other Subcontractors after five(5)days written notice,the Owner shall be 4.11 Provide 6"-12"clean,self-compacting gravel below basement and garage The painter shall be responsible to caulk all trim,fill and sand holes- 8.17 Provide attic access panels where necessary. house with interior shutoffs and drains to winterize. Coordinate locations means. entitled to remove and discard the same without further notice and slabs and porch slabs-set on 95%compacted soil. Properly compact soil ready to paint. 8.18 Provide floor mounted mushroom tab door stops at all doors-selected by with Owners. 0.19 The contractor shall visit the site and examine the nature and bearing without liability to General Contractor and Subcontractors,and General at porches and garage to avoid any movement. 6.32 All cabinetry to be bid separately including cabinets&counters-,in Kitchen, Owner. 15.23 The contractor shall subject supply and waste piping to pressure tests as power of the soil and report any unstable conditions to the architect. Contractor and Subcontractors shall be liable to the Owner for the 4.12 Provide stucco veneers where indicated including on interior face of Laundry Room, Pantry,Mud Room, Family Room,bath vanitiies& 8.19 Provide allowance for basement Bilco doors-to be selected by the prescribed by the local plumbing code and obtain from the inspector The contractor shall be responsible to report any unstable conditions to costs so incurred by Owner. egress window walls. counters,storage rooms,garage cabinets, closets,etc. Prowide Owner. acceptance of the system. the Architect prior to pouring footings. The owner is responsible for 2..2 Provide all necessary protection of exterior landscaping and 4.13 Provide bluestone cap on egress window wells. Metal grates to be flush allowances in bid as placeholders. 15.24 Work under this section shall comply with codes and regulations of the retaining the services of a soil engineering company to verify a minimum shrubs,etc.to remain. Provide 6'chain link construction fencing as with bluestone. 6.33 Provide six(6)8d nails at both ends of all 20 gage metal straps. 9.0 FINISHES: National Board of Fire Underwriters and all state and local authorities of 1.5 tons per square foot soil bearing capacity. necessary at site perimeter to ensure safety during all phases of work. 4.14 Brick&masonry veneers shall be anchored to the structure per Code 6.34 Provide TJI 11 7/8"pro 560 floor joists where indicated per Code&ASTM 9.1 Provide samples of all finishes to owner for approval prior to ordering. All having jurisdiction. D5095. Install in strict compliance with manufacturers installation guide. interior finishes are as specified by Owners&Interior designer. 15.25 Lawn Sprinkler system to be completed under separate contract. 0.20 Verify dimensions at the site affecting the work. Bring field dimensions Provide locked gates. R301.2.2.9. ds in Master Bath(hand held and which are of variance to the attention of the architect. No extra charge or 2_3 It shall be the contractor's responsibility to determine the location and Provide strand board at all box beams-double at all openings per Code. 9.2 All interior and exterior painting/staining-bid separately. All Azek trim 15.26 Install two owner provided shower hea compensation will be allowed because of differences between actual extent of temporary bracing/support needed for each condition. 5.0 METALS: Provide lateral bracing at all floor joists per manufacturer. Storage on site shall have holes filled, sanded and painted. rain head). dimensions and the measurements indicated on the drawings. 2_4 No backfilling shall be done before footings and foundation walls have 5�1 Provide new lead coated copper flashing as dictated by field conditions. and installation shall comply with manufacturer's requiremenits. 9.3 Provide 5/8"gypsum wall board on all walls&ceilings-tape and spackle 15.27 Run new plumbing vent lines to rear slope of roofs-vent lines to be lead 0.21 Compliance with the Drawings and Specifications about cured properly and foundation walls have been adequately braced,the All roofing and related flashing shall be lead coated copper. 6.35 Store TJI&micro lam materials on site in dry location and protect during -ready to paint. Bathroom walls and ceilings to have 5/8"MR gypsum coated copper thru roof. materials and methods of assembly will not ensure acceptance of the floor framing is installed,and walls are water proofed and insulation board 5.2 Provide all necessary joist hangers,connectors,bolts,sleeves,slots, construction as recommended by the manufacturer. board except walls/ceilings to receive tile shall have 5/8"wonder board. 15.28 Provide shower pans as recommended by tile manufacturer. work. Of equal importance is good workmanship,the lack of which will installed over damp proofing. nails,screws,etc.as required to provide complete job. 6.36 Install Owner provided mantle,surround, hearth and glass doors at gas Provide corner boards on all exposed corners. Provide tape at all 15.29 Contractor shall provide gas piping for stove,fireplace,two boilers and be sufficient cause for refusal of the work. 2_5 Finished Grades shall slope away from house(min. 1/4"per foot). 5.3 Provide heavy duty strap hangers at micro lam connections as fireplace. Fireplace insert,gas logs,glass doors,flue pipe and gas log kits cathedral ceiling that allows expansion and contracting. All labor and generator to code. All gas piping shall be tested and inspected by building 0.22 The General Contractor shall be held responsible for the proper 2_6 Prior to any excavations it shall be the General Contractors manufactured by Simpson. The Architect shall coordinate all to be provided by the Owner. material shall comply with the requirements of the US Gypsum Company dept.and fire marshal as required.Contractor shall obtain all necessary protection,preservation,and repair of the existing adjacent responsibility to locate all underground utilities(call 1-800-272-4480). connections of major structural members-the contractor shall notify 6.37 Provide trim samples and/or mock-ups in the field for owner's review be and((I.R.C.)R702.3). All dry wall to be installed with screws only. permits and inspections for two buried 1000 gallon propane tanks. structures,finishes and utilities,as well as natural features,trees and 2�.7 Excavate as required in location of storm water and septic systems and the Architect when all members are to be installed. approval prior to ordering trim material.Samples to include b)ut not Provide 5/8"type X gypsum board in mechanical rooms(tape&spackle) 15.30 All gas piping shall comply with Code Chapter 24. shrubs surrounding the site and shall maintain the premises in a neat trench for all piping. Provide piping for all roof leaders and site drainage 5.4 Provide termite shield at all new foundation work per Code,compatible limited to frieze board,window and door trim,etc. . and Garage and seal all openings with approved flame retardant caulking 15.31 Install mechanical ventilation in baths per Code MI 507. and orderly fashion and free of all construction debris. Provide as specified by Northcoast Civil. Provide all dry wells and piping as with ACQ sill. Set termite shield on sill sealer insulation. 6.38 Provide frame chimneys to receive cut brick veneer. Provide stainless as prescribed by code. All structural components in the Garage shall be 15.32 Provide all necessary permits for exterior equipr�nent. construction fencing around existing trees and shrubs immediately indicated. Provide separate piping from the egress window wells. 5.5 Provide all reinforcing and mesh for all concrete work as specified in Code steel clips at 32"o.c.screwed to studs. Provide four 3 1/2'x 11 7/8" protected with 518"Type X dry wall including beams,columns and all 15.33 Supply piping to all baths to be%". Provide for hot water circulator to all surrounding the construction area. Protect existing street and 21.8 The General Contractor shall be responsible for coordinating with all &ASTM A615,A706 or A996.with min.40,000 P.S.I.compressive verticaf micro lams in chimneys for lateral support down to firrst floor,as framing members. Provide 5/8"MR gyp throughout the finished portions baths and Kitchen. 11 be responsible to install Owner provided exhaust curbing from any damage in accordance with local ordinances. utilities concerning site access, setbacks,foundation sleeves, strength. needed. of the basement and on the entire basement ceiling per code. 15.34 General contractor sha 0.23 All proof of insurance shall be verified in writing to the Owner and inspections and final approvals. Install all sleeves for all utilities. 5.6 Provide 5/8"round x 18"long anchor bolts at all foundation walls at 6.39 Provide 514"exterior azek window and door trim as indicated. 9.4 Provide 5/8"type X gypsum wall board throughout Garage and in fan,ducts and all accessories for kitchen stove hood including remote roof Architect including but not limited to General Liability,Workmans 2.9 Excavate as necessary in location of new foundations. Contractor shall 32"o.c.-minimum 2 per wall and maximum 12"from each corner per 6.40 Provide W ply wood roof sheathing at flat roofs. Mechanical Room per code-Tape and spackle per(I.R.C.)R302.5,302.6 fan per Code M 1503. Compensation and Disability. The Owner shall be responsible for coordinate with Owner retained soil engineer to field verify a minimum of Code. Provide 3"square washers. 6.41 Kitchen cabinets,counters and backsplashes by others. Instaill Owner +Table 302.6. 15.35 Provide thermostatically controlled low voltage exhaust fan in IT closet- maintaining the proper property insurance during all phases of work. 1.5 ton per square foot bearing capacity at footing depth prior to forming 5.7 Provide steel framing members as indicated on structural plans. provided appliances including stove exhaust-run thru the aittic and roof 9.5 All finished surfaces shall be protected immediately following installation duct to exterior-IT closet location to be determined. 0.24 The work and materials shall be guaranteed for twg_y�ars footings. 5.8 Fabrication and erection of all structural steel work shall conform to with a remote fan in the attic. and until final acceptance by owner. Any finishes damaged during any 15.36 Install Owner provided washer&dryer. commencing with the General Contractors final payment. During this 21.10 Provide rough grading around new foundation work. AISC specifications for the design,fabrication and erection of 6.42 Provide W Advantek in attic on floors with 36"headroom and(greater. phase of work,shall be repaired/replaced at the direction of the owner 15.37 Provide tin dryer vents to exterior per Code M1 502. time the contractor shall make good on all defects. Granting of a 2!.11 Remove all excess soil from site not needed for backfill. structural steel for buildings-latest edition. 6.43 Provide for attic hatches where necessary. Double ceiling jois;ts at and/or architect. 15.38 Provide linear floor drains in all showers by Infinity drain. certificate of occupancy or the owners use of the premises shall not 2.12 Stockpile topsoil for reuse. Provide minimum 6"coverage. 5.9 All steel shall conform to ASTM designation A-36 steel. openings. 9.6 The Owner retained painting contractor shall be responsible to counter 15.39 Install Owner provided pot filler in Kitchen. constitute acceptance of the work. 2.13 Final location of storm water dry wells and septic system to be coordinated 5.10 Steel pipe columns shall be as specified on structural plans. Prime 6.44 Provide W ply wood sheathing on framed chimneys and provide diagonal sink,fill and sand all nail holes(inside and outside)-ready to paint/stain. 15.40 Provide allowance for water filtration system for the whole house. 0.25 The General Contractor shall be responsible for the removal of all with the Building Department and Dept. of Health requirements and columns per Code. 2x6 inside chimney for lateral support in both directions abowe the roof 9.7 All carpeting-not in contract. 15.41 Provide water supply lines and waste lines at each steam generator. waste and debris in compliance with all local,state and federal laws and regulations. Provide owner and architect with a site plan depicting the as 5.11 All bolts shall be 3/4"diameter,ASTM A-325. along with vertical two story micro lams,as needed for latera3l support. 9.8 Install tile/stone&grout as provided by Owner. All tile/stone to be Provide safety pans with drains. regulations and shall indemnify and hold the owner and the architect built subsurface structure locations. 5.12 Provide stainless steel clips secured to studs to support thin brick veneers 6.45 All closet interiors are by others. installed over mud base or as otherwise recommended by manufacturer. 15.42 Contractor shall provide for a temporary water service as necessary. harmless from any losses or claims in connection therewith, This 2.14 Provide silt fence and hay bales as required to prevent any erosion during on framed chimney as prescribed by the manufacturer. 6.46 Provide allowance for basement storage shelves. Install tile/stone as prescribed by the Owner&Owners designer. 15.43 Provide power and plumbing for instant hot water in Kitchen. clause shall survive the termination of construction,or completion of construction. 5.13 Provide non-shrink grout at typical bearing plates set on masonry 6.47 Cathedral the breezeway ceiling and provide allowance for T a G ship lap Assume accent tile throughout and assume tile for all bathrooms on floors, 15.44 Provide new water service to residence with separate lines for domestic the owner/contractor agreement. 2.15 Provide clean well draining soils to backfill all foundations, if suitable concrete. ceiling. shelves. half height walls and full height plus ceilings in tub/shower enclosures, use and irrigation. Contractor to provide all necessary permits and 0.26 The Drawings and Specifications are intended to coordinate. Anything material does not exist on site. 5.14 Joist and other framing connectors shall be manufactured by Simpson. 6.48 All linen closets to have five fixed with accent tile and half wall tile in Bathrooms-provide labor allowances. inspections for same. found on the drawings and not mentioned in the specifications or visa 2.16 Provide separate bids for driveway,curbing,paths,terraces/paths on 5.15 Provide galvanized hurricane ties at all roof eaves @ each rafter. All hips, 6.49 Provide 1x8 T&G mahogany at rear covered porch ceiling. 9.9 All tubs and showers to have recessed niches-coordinate with tile/stone 15.45 Coordinate all equipment selections and energy efficiency ratings and versa, or anything not expressly set forth in either,but which is grade and steps-coordinate with Owner and Architect. valleys, king posts,etc.hall be strapped to framing below. 6.50 Provide decorative brackets as indicated-Fypon or equal. dimensions. All showers to have fully flashed curbs. door blower test with Home Energy Solutions-631-673-0664. reasonably implied,shall be furnished as though specifically shown and 2.17 Provide Owner and Architect with drawing illustrating all new subsurface 5.16 All steel to steel connections shall be bolted except as indicated on back 6.51 Provide 6"wide engineered oak floors where indicated on firstt&second 9.10 Install Owner provided stone saddles and jambs/saddles at shower 15.46 Water service shall have electric on/off switch with remote capabilities. mentioned in both,without extra charge. utility locations with dimensions. This drawing shall include electric porch-welded moment connections. Provide 4-A325 bolts floors. Oak to be quarter sawn and installed over warm board as enclosures. 15.47 Install owner provided gas barbecue. 0.27 GENERAL CODE REQUI REM ENTS-INCLUDING BUT NOT LIMITED TO: service, propane tanks,septic system,water services,dry wells and all (3/4")at all column to beam connections. prescribed by manufacturers to avoid any movement in conjtunction with 9.11 Include in bid the installation of Owner provided bath accessories,towel 15.48 All ductwork in the basement shall be coordinated with the architect. A. All trades,workmanship and materials must comply with the 2025 related piping. 5.17 Provide 6"half round gutters and leaders throughout residence-color to radiant heat. Oak to be stored on site until such time it has acclimated bars,toilet paper dispensers, medicine cabinets,etc. Ducts to run around perimeter of spaces as possible and shall be flat Residential Code of New York State,together with the Code 2.18 Contractor shall be responsible to obtain all necessary approvals for the be selected by the Owner. All leader locations shall be approved by with the proper moisture content and shall be sanded and re�ceive coat of 9.12 All mirror work by others. rectangular in shape,to accommodate future finished basement. Architect prior to installation. Coordinate gutter profile&color with Owner stain and three coats of polyurethane as selected by the owmer. 9.13 All ceramic tile/stone shall be installed in 1 1/2"(min.)setting bed on floors 15.49 Provide allowance for built in dehumidifier in Basement by Santa-Fe or Supplement and all local, state and governmental authorities new curb cut as required. 6.52 Provide W pywood panels,pre-cut,pre-drilled and labeled witth fasteners and thinset on walls. approved equal. Connect to waste line. having jurisdiction. 2.19 Excavate as necessary for new water,gas, cable and electric services. prior to installation. and stored on site for protection of all exterior openings per(Code Section 9.14 Epoxy setting and grout mortars for tile work shall be as manufactured by 15.50 Provide gas piping for Owner provided generator. B. All work and materials must comply with the 2025 Energy Contractor to provide all necessary permits and approvals for same, 5.18 Steel connections shall be two angle standard connections wherever R301.2.1.2. Laticrete International Inc.or approved equal-color as selected by 15.51 Road tap fees are by the Owner. Conservation Code, Mechanical Code&Plumbing Codes. including the buried propane tanks. possible. Connections shall be adequate to carry the reaction due to C. Habitable areas shall be ventilated per code section R325 2.20 Provide all necessary gas and electric lines to remote generator- maximum uniformly distributed load that the beam is capable of 6.53 Provide solid blocking in all walls to receive cabinetry, rails,shiower doors Owner. 15.52 Vent boilers thru the chimney. and Bathrooms shall be ventilated per code. coordinate capacity of generator with Owner and electrician. supporting for its span based on the A.I.S.C.Safe Load Tables. and grab bars. 9.15 Tile/stone installations shall comply with manufacturer's instructions. 15.53 Boiler to be sized to accommodate all heating as outlined herein plus the D. Smoke detectors,heat detectors and Carbon Monoxide detectors 2.21 Remove all trees as necessary to accommodate the residence, patios and 5.19 All steel shall have factory rust inhibitive coating including inside lally Final lines and joints shall be reviewed by Owner prior to installation. future finished second floor. Run home runs to the second floor for future shall be installed per the minimum requirements of the code section driveway. columns. 7.0 THERMAL AND MOISTURE PROTECTION: 9.16 Layout all tiles so as to minimize cuts less than one half tile size. Locate heating and air conditioning. R31 0, R31 1, R310.2.3, N.F.P.A.72 and UL 217, UL2034&Section 2.23 Provide all new landscaping, irrigation and landscape lighting per plans by 5.20 Provide all metal straps from roof rafters down to foundation per details as 7.1 Provide closed and open cell spray insulation throughout residence of cuts in tile work to be least conspicuous. 15.54 Contractor shall provide for all labor,materials and permits for two buried manufactured by Simpson or approved equal. All 20 gage straps shall appropriate thickness as specified by Home Energy Solutioms. Provide 9.17 All finished surfaces shall be protected immediately following installation propane tanks-coordinate locations with Owner. 915 of the Fire code of NYS requirements. owner retained Landscape Architect. sound attenuating insulation in all interior walls and betweem floors by and acceptance by Owner. 15.55 Contractor shall rough in all below slab plumbing in basement for future E. Finished roofing shall comply with the minimum standards of 2.24 Provide for RCA temporary driveway and parking area during all stages of have six(6)8d nails each side. Straps at base of first floor walls which Roxul. Insulate Garage walls and ceiling(spray the Garage attic roof and 9.18 Sealing of masonry(flat work)to be completed by contractor-as bar sink&ice machine, half bath,two full baths&sauna. Coordinate with the Residential Building Code. construction as necessary and in strict conformance with Village wrap around sill plate shall be stainless steel or double hot dipped all roof rafters with R49 open cell spray insulation). Spray imsulation in the F. Building structural materials or assembly subject to regulations. galvanized and installed with stainless steel or hot dipped galvanized to meet cmde. Spray all prescribed by the manufacturer. architect future finished basement plans. nails. Provide all straps per plans and as required by the building attic that is exposed shall have fire retardant layer 9.19 Provide allowances for stone counters in Kitchen, Laundry Room cabinets 15.56 Contractor shall rough in all future second floor plumbing for future baths. deterioration shall conform to code. department. All exterior columns with wood posts shall have galvanized basement walls with 2"closed cell insulation and spray all b(ox beams with &counters and bath vanities&counters. Coordinate with architect future finished second floor plan. G. All habitable spaces shall allow for emergency egress with 3.0 CONCRETE: raised post bases and post caps or galvanized tie downs as required. All R-30 closed cell spray. 9.20 Provide for epoxy floor finish in the Garage and mechanical room. 15.57 Supply and install a basement sewage ejector for all basement level Drawing Title: openings to the exterior of min.5 S.F.on the first floor and 5.7 3.1 Provide continuous poured concrete footings and foundation walls as 7.2 Exterior walls to receive Blue Skin house wrap or approved oequal and 9.21 Provide for a full shower pan below Laundry Room-pitch to floor drain. plumbing. square feet on the second floor both with 24"minimum height indicated on structural drawings prepared by Buchner Engineering. main roof members including hips and valleys shall have tie downs at roofs to receive ice and water shield throughout. and 20"clear width per code. Footings shall comply with Code Chapter 4 and Section R403.1. plate and ridge. 7.3 Provide lifetime asphalt roof shingles as selected by the Owrner. All roof Provide self priming trap. H. Provide safety glazing per Code Sections R324. Safety glazing 3.2 Provide reinforced concrete slabs on 6 mil vapor barrier at Garage, 5.21 Provide flashing pans at all exterior doors and at windows within 12"of orities having 9.22 For bid purposes assume all baths to have tile floors with accent borders 16.0 ELECTRICAL: shall be provided in all doors, panels within 24"of doors,shower Basement and at front&rear porches,as noted. All slabs poured on 95% lower roof lines. work shall meet installation requirements of all auth and full tile on walls in bath/shower enclosures and tile in shower ceilings 16.1 All labor and materials shall comply with all applicable local,state and tub enclosures,at stairwells and meeting all of the following: The compacted fill. Porch/patio/stoop slabs to pitch 1/8"per foot minimum 5.22 Provide lead coated copper drip caps at all exterior openings. jurisdiction and Code. Provide ice and water shield throughiout the entire plus half wall tile elsewhere. Install Owner provide tile&grout throughout, federal authorities having jurisdiction including NYS Code. 5.23 Provide lead coated copper crickets as indicated,stepped flashing and roof. Install roofing as recommended by manufacturer and ll where indicated. Refer to Interior designers plans attached. 16.2 Electrical Contractor shall coordinate all necessary inspections and shall SPECIFICATIONS exposed area of the pane is greater that 9 square feet and the as indicated. requirements for 130 MPH wind region. Roof installer shall The a 9.23 Install porcelain tile in the basement vestibule where indicated. be responsible for providing owner with final New York State Board of Fire bottom edge is less than 18"above the floor and the top edge is 3.3 Provide spray on Warm N Dry exterior foundation waterproofing system as blind flashing where conditions dictate. manufacturer certified installer and shall provide owner with written lifetime 9.24 Provide approved sealant on all tile surfaces and counters as Underwriters Certificate. greater than 36 inches above the floor and the glass is within 36"of selected by the general contractor. Install on all new foundations and 5.24 Provide lead coated copper drip caps at all rake boards. warrantee. Provide sample on roof prior to ordering shingle!s for Owners an adjacent walking surface including stairs&landings and tub cover with rigid insulation throughout. Install on patio/porch walls,egress 5.25 Provide standing seam metal roofing where indicated on Breezeway- recommended by various manufacturers. 16.3 Provide new buried electrical service to accommodate total load-assume platforms and within 60"of a stair landing. window walls and garage foundation walls. Install per Code R406. color to be selected by Owner. Install over ice and water shield or as approval. 9.25 Install owner provided fireplace hearth, mantle,surround and glass doors 400AMPS. Service to beset up to accommodate Owner provided gas Provide reinforced concrete foundation walls as shown on structural plans. required by manufacturer. 7A Provide standing seam metal roof on Breezeway by Pac-Clad as at Family Room fireplace. fired generator. Provide transfer switch. Panels to be located in Enclosure&ventilation of fuel burning and/or heat producing 3.4 hru bolts at 18"on indicated. Provide gauge and seam spacing as needed to prevent'oil basement mechanical room. Electrician to confirm total load for residence equipment shall comply with code. Provide reverse framing shelf where indicated. All reinforcing to comply 5.26 Provide steel flitch plate headers as indicated with t J. Fire stopping shall be provided per Code section R302.1 1, R602.8 with Code requirements-see structural drawings. center-stagger top and bottom and provide 2 per each end. canning'. Color to be selected by the Owner. 10.0 SPECIALITIES: and to provide load letter to the local supplier. and draftstopping shall meet the requirements of section R302.12. .3.5 All footings/grade beams shall be poured on virgin soil and min.3'below 5.27 Provide permanently installed steel ladder and light weight hinged metal 7.5 Provide 6 mil.vapor barrier below all slabs. 10.1 Install owner provided prefabricated gas fireplace by Heat&Glo or equal 16.4 All switches,dimmers and switches shall be by Lutron. Dimmers to be K. Habitable spaces shall be provided with adequate light(min grade. grate at egress window wells-per Code Section R319. 7.6 Provide Rub R Wall exterior foundation waterproofing systerm as and ceramic log kits including all accessories. Vent thru chimney and Lutron Mistro dimmers. Units(including outlets)to be white. 8%of floor area)and ventilation(min.4%of floor area)per 3.6 Do not pour in wet or freezing weather. 5.28 Provide lead coated copper cap on frame chimneys to ensure watertight manufactured by Advanced Coatings(all walls and window wells). install as prescribed by manufacturer. Coordinate with Owner. GC to provide all LED dimmable 2700K bulbs. part code Section R325. 3.7 All concrete shall be at least 3500 PSI-slabs and exterior steps shall be ca ps. System to be installed by authorized contractor and per Code R 406. 10.2 Provide allowance for a three stop elevator by Access Elevators. Contact 16.5 Install Owner provided interior and exterior surface lighting fixtures. L. Garage fire separations shall comply with code section R302.5, 4000 PSI including Garage slab. General Contractor shall be 5.29 Provide allowance for basement bilco doors as indicated. Provide water Install rigid insulation over damp proofing to protect materiall during Dave Russo at 631-694-4400. 16.6 Provide and install recessed LED lighting by CSL or approved equal. R302.6. responsible for providing Architect and Owner with receipt indicating tight installation and lockable hinged doors. backfill. 10.3 Provide allowance for electric screens at the rear covered porch. Provide Install in strict accordance with manufactures instructions. Recessed Scale: M. All stairs, rails&guards shall comply with Code Sections 318.7 concrete strength based upon cylinder tests. Provide separate cylinder 5.30 Small flat roofs shall receive lead coated copper flat roofing with lead 7.7 Provide 6"half round aluminum gutters and leaders throughiout residence, power as needed and removable soffits to access units. lights to have protected cans suitable for insulation installation. All trim AS NOTED tests for slabs,footings and walls. coated copper flashing up wall min. 8"and bent drip edge at perimeter. Connect leaders to new drywells-as engineered by Civil errigineer. 3.8 All concrete work shall comply with the requirements of the American Provide screens on all gutters. Color to be selected. Date: Concrete Institute(ACI),ACI 301,304, 305, 311, 315,318,and 347 and APRIL 10, 2026 Drawing Number: V r Date: May 5,2026 Amanda Nunemaker Building Permits Examiner E; cm Southold Town Hall Building Department 631-765-1802 Amanda.Nunemaker@town.southold.ny.us BUCHNER ENGINEERING RE: 7430 Indian Neck Lane -Structural Plans Certification Letter Amanda, I am the Engineer of Record for the above-referenced project. The structural drawings for this project were originally prepared in accordance with the 2020 New York State Residential Code. I have reviewed the applicable provisions of the 2025 New York State Residential Code and confirm that the structural design,as shown on the submitted drawings, is in compliance with the current code requirements. Based on this review, no revisions to the structural drawings are required to meet the provisions of the 2025 New York State Residential Code. Please feel free to contact me with any questions. Sincerely, OF Nell/Y C,'C?'P�I. BUctiti o'A Sean Buchner P.E. * �`� Principle, Buchner Engineering PLLC` 0 11042A R�FESSIONP� Buchner Engineering PLLC Address:33 Flying Point Rd. Suite 208,Southampton NY 11968 Page Phone: (631)260-0840 1 Email:Seanb@buchner-engineering.com� 1 GENERAL NOTES ABBREVIATIONS AND SYMBOLS BEAM STANDARD CALLOUT SPAN ARROW 1. ALL STRUCTURAL WORK HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 SPAN ARROW RESIDENTIAL CODE OF NEW YORK STATE (,RCNYS), ASCE 7-16, AND REFERENCED STANDARDS. AB ANCHOR BOLT PL PLATE #OF 14" ***ALL LVL PLIES TO BE 1a"WIDTH 2. ALL WORK SHALL COMPLY WITH THE NYS UNIFORM CODE, ENERGY CODE, AND LOCAL ARCH ARCHITECT PLF POUNDS PER LINEAR FOOT PLIES \f-SPAN DIRECTION LVL BUILDING DEPARTMENT REGULATIONS. BC BOTTOM CHORD PLWD PLYWOOD BEAM (X) *DEPTH* LVL RAFTER PITCH EXTENTS OF NLW 5" SLAB ON GRADE W/ 3. THE CONTRACTOR SHALL VERIFY ALL FIELD CJIMENSIONS AND EXISTING CONDITIONS BEL BELOW PSF POUNDS PER SQUARE FOOT DIRECTION---�� SLAB ON WWF LA W-2.GRADE0, PRIOR TO FABRICATION OR CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED BM BEAM PSI POUNDS PER SQUARE INCH z FRAMING TO BUCHNER ENGINEERING, PLLC BEFORE PROCEEDING. BO BOTTOM OF PSL PARALLEL STRAND LUMBER #OF 14" RAFTERS Q GRADE OVER 10MIL VAPOR BARRIER 4. NO DEVIATION FROM THESE DRAWINGS SHALL BE MADE WITHOUT WRITTEN BP BASEPLATE RF ROOF BEAM BELOW PLIES APPROVAL OF THE ENGINEER. BOS BOTTOM OF STEEL RJ ROOF JOIST 5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING NECESSARY BRCG BRACING RTNG RETAINING _ _ _ _ _(X�_DEPTH* LVL _ _ _ _ _ # �-JOIST/RAFTER FOR STABILITY DURING CONSTRUCTION. BRG BEARING SCHED SCHEDULE TYPICAL PLANE • # TYPE.& SPACING /� 6. FIRST FLOOR FRAMING TO BE INSTALLED PRIOR:TO BACKFILLING BASEMENT WALLS BS BOTH SIDES SECT SECTION UN EXCAVATED OR WELL 7. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL PENETRATIONS AND OPENINGS BW BOTH WAYS SF SQUARE FEET 2' U N EXCAVATED COMPACTED FILL 95% MODIFIED #OF 14' PROCTOR DENSITY, NO FINES WITH OTHER TRADES. UNAPPROVED CUTTING OR BORING OF STRUCTURAL MEMBERS IS C CAMBER SHTHG SHEATHING (3)1L1/4 LVL W/ (2) 1/2 x 11 STL PLTS CEILING G - X PROHIBITED. CA COLUMN ABOVE SIM SIMILAR FLITCH BEAM SPAING AREA OR ORGANICS 8. THE ENGINEER IS NOT RESPONSIBLE FOR MEANS, METHODS, SEQUENCING, OR SAFETY CANT CANTILEVER SOG SLAB ON GRADE JOISTS DASHED SPAN OF CONSTRUCTION, CB COLUMN BELOW SPEC SPECIFICATION LINE 9. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH APPLICABLE CC CENTER TO CENTER SS STAINLESS STEEL ASTM, AISC,ACI, AND NDS STANDARDS. CF CUBIC FOOT STAG STAGGER (TOP OF WALL) (TOP OF SHELF) 10, LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER SCALE PLANS. CIP CAST IN PLACE STIF STIFFENER * * * T.O.W. T.O.S 11. THESE DRAWINGS REMAIN THE PROPERTY OF BUCHNER ENGINEERING, PLLC AND MAY CL CENTERLINE STL STEEL TJ I EPTH T I SPACING SEfiffS EL. _ - X'-X" EL - X'-X" NOT BE REUSED WITHOUT WRITTEN CONSENT. COL COLUMN STRUCT STRUCTURAL WALL ELEVATION . _ CONC CONCRETE TO TOP OF CALLOUTS DESIGN CRITERIA CY CUBIC YARD TIC TOPCHORD •• BUILDING CODE: 2020 RCNYS DIA DIAMETER TEMP TEMPORARY I - �9 - •• RISK CATEGORY: II DET DETAIL TOC TOP OF CONCRETE B.O.F. = 8'-0" •• _I (BOTM. OF FOOTING) GROUND SNOW LOAD (PG): 25 PSF DN DOWN TOF TOP OF FOOTING EXISTING ( -;1: 'I �"�� I•:` ""� ". (.r •• BASIC WIND SPEED (3-SEC GUST): 140 MPH DWL DOWEL TOS TOP OF STEEL FRAMING Fs.o •• EXPOSURE CATEGORY: B (UNLESS OTHERWISE MOTED) EF EACH FACE TOW TOP OF WALL I SEISMIC DESIGN CATEGORY: B OR C (SITE SPECIFIC) EOS EDGE OF SLAB TYP TYPICAL ISOLATED BP-2 •• FOOTING •• LIVE LOADS: EP EMBEDDED PATE UON UNLESS OTHERWISE NOTED RESIDENTIAL FLOORS - 40 PSF EQ EQUAL VIF VERIFY IN FIELD •••• ATTICS WITH STORAGE - 20 PSF EX EXISTING W/ WITH L_ - J •••• GARAGE FLOORS - 40 PSF OR 3,000Ib POINT LOAD F FOOTING WP WORKING POINT DEFLECTION LIMITS: FLOORS - L/360 LIVE, L/240 TOTAL.... (L/480 FOR HIGH END HOMES) FDN FOUNDATION WWR WELDED WIRE REINFORCEMENT DETAIL I L CALLO U TS FIN FINISH LATERAL CONCRETE NOTES FJ FLOOR JOIST STEEL FLG FLANGE FRMG FRAMING 1. ALL CONCRETE WORK SHALL COMPLY WITH ACII 117, 301, AND 318. FT FEET SHEAR WALL DESIGN ID 2. CONCRETE STRENGTH (F'C): FTG FOOTING (COMBO OF PLYWOOD&HOLDDOWN)2.•• FOOTINGS AND FOUNDATION WALLS - 4,000 PSI; GALV GALVANIZED •• PER TABLE ON S-200-� MOMENT O GRADE 3,000 PSI; CONNECTION VALUE 2.•• ELEVATED DECKS OR STRUCTURAL SLABS - �4,000 PSI. GR GRADE H D R HEADER DETAIL SEGMENTED SW-# MOMENT (FT-KIPS) L _ X e°o°o°o°o°o°o°o°o°a°o°o°o°o°o•o°a°o•o°o•a°o•o•o°o•o°o°o°o . F R STEEL BEAM CALLOUT OX 3. READY-MIX CONCRETE PER ASTM C94. NO WATER MAY BE ADDED ON SITE WITHOUT HGR HANGER SHEAR WALL HD Hp AM E GRAVITY R�AC,ION ENGINEER'S APPROVAL. HORIZ HORIZONTAL S-XX MOMENT 4. REINFORCING STEEL: ASTM A615 GRADE 60 DEFORMED BARS. KSF KIP PER SQUARE FOOT 5. UM CONCRETE COVER: LB LAG BOLT CONNECTION 5.-- AGAINST EARTH ILL LIVE LOAD SYMBOL 5.•• 2" EXPOSED TO WEATHER LLH LONG LEG HORIZONTAL SW-# (CONTINUOUSABOVE/BELOWOPENING) DIAGONAL 5.. •••• •• . •• . N .. • . » . ' " "" " " " " " " " " " " "" ' LWC LIGHTWEIGHT CONCRETE SECTION X PERFORATED W R DIAGO AL 6. AIR ENTRAINMENT REQUIRED FOR EXTERIOR OFF EXPOSED CONCRETE. LVL LAMINATED VENEER LUMBER S-XX SHEAR WALL °°°Hp°°°°° ° HDCROSS7. CONSTRUCTION JOINTS SHALL OCCUR ONLY WHERE APPROVED BY THE ENGINEER. MC MOMENT CONNECTION BRACED 8. PROTECT CONCRETE PER ACI 305/306 FOR HOT OR COLD WEATHER PLACEMENT. NTS NOT TO SCALE CROSS BRACE SHAPE CALLOUT 9. FOOTINGS SHALL EXTEND BELOW FROST DEPTH (36" MIN.TYPICAL). NWC NORMAL WEIGHT CONCRETE FRAME STEEL BEAM CALLOUT 10. FIRST FLOOR FRAMING TO BE INSTALLED PRIOR TO BACKFILLING BASEMENT WALLS OC ON CENTER WSWH[X]x[Y] STRONG WALL P/C PRECAST SIMPSON o REINFORCING STEEL PAF POWDER ACTUATED FASTENER STRONG WALL ® STRONG PCF POUNDS PER CUBIC FOOT I----�-� WALL 1. REBAR SHALL CONFORM TO ASTM A615 GR. 60 OIR ASTM A706 FOR WELDABLE BARS. WIDTH ' 2. WELDED WIRE FABRIC PER ASTM A185 OR A1064'1, LAPPED ONE FULL MESH AT ENDS. FASTENER SCHEDULE: FOR STRUCTURAL MEMBERS 3. PROVIDE STANDARD SUPPORTS (CHAIRS OR PREECAST BLOCKS) TO MAINTAIN REQUIRED COVER. DESCRIPTION OF BUILDING ELEMENTS QUANTITY SPACING 4. ROOF FRAMING 5. WELDING OF REINFORCEMENT ONLY WHEN AP'PROVED IN WRITING BY THE ENGINEER RAFTER TO TOP PLATE,TOE NAILED (3)8d PER RAFTER AND PERFORMED PER AWS D1.4. CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST WOOD FRAMING NOTES FRAMING LEGEND CEILING JOIST TO PARALLEL RAFTERS,F.N. (5)16d EACH LAP CEILING JOIST,LAPS OVER PARTITIONS, F.N. (5)16d EACH LAP 1. ALL `° DIMENSIONAL LUMBER SHALL BE DOUGLA�S FIR-LARCH OR SOUTHERN PINE N0.2 _...__..__. ."-- ""�"-" - BLOCKING (z)8d COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE OR BETTER, KILN-DRIED TO 19% MC OR LESS. EACH END 2. ENGINEERED LUMBER TO FOLLOW THE FOLLOWING GRADES: - STEEL COLUMN BELOW RIM BOARD TO RAFTER,END NAILED (2)16d EACH END j GO ® - 2.•• LAMINATED VENEER LUMBER (LVL): 2.0E (Fb=2,600PS1) LOAD BEARING WALL BELOW ROOF RAFTERS TO RIDGE� TOE NAIL 2.•• 1.8E (Fb=2,40OPSI) PARALLEL STRAND LUMBER (PSL): - STEEL COLUMN ABOVE/ BE - (4)16a PER RAFTER = CD�7 D BEARING WALL ABOVE FACE NAIL (3)16d PER RAFTER 2.•• LAMINATED STRUCTURAL LUMBER (LSL); 1.55E (Fb=2,360PS1) ` ,GQ - \ WALL FRAMING 2.•• ANTHONY POWER BEAM (APB): (Fb=2,80OPSI) ,;�GJ - STEEL COLUMN ABOVE °°°°°°° & SW-X - INDICATES SHEARWALL 3 • • •N •• •N •• •• • N • • ••N • •• • • • • • • • •1• • • •• • •M • • N • • • N • • • M• • • • • • • • N ••• N •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r� BOLTS @ 6'-0" O.C. MAX, N GJ - TOP PLATE TO TOP PLATE,FACE NAILED (2)16d PER FOOT : ' ® WOOD COLUMN BELOW AHD - LOCATION OF SIMPSON HOLDOWN TOP PLTS,LAPS AT CORNERS&INTERSECTIIONS,F.N. 4)16d EACH SIDE 4. PROVIDE SIMPSON STRONG-TIE FROM CORNERS..TIE (OR EQUAL)1 HANGERS AND CONNECTORS. ALL 1. STUD TO STUD FACE NAILED 16d 16"O.C. CONNECTORS IN CONTACT WITH ACQ LUMBER (OR WITHIN 300' OF SALT WATER SHALL ® -WOOD COLUMN ABOVE/BELOW TOP OR SOLE PLATE TO STUD,END NAILED (2)16d/(3)16d PER 2x4/PER 2x6 BE BOTM.PLATE TO FLR JOIST/RIM JOIST,F.N. (2 16d PER FOOT HOT-DIP GALVANIZED OR STAINLESS STEEL. � 16d 1z"❑ - WOOD COLUMN ABOVE STUD TO SOLE PLATE,TOE NAILED 2 8d/ 3 16d PER FOOT F 5. FLOOR AND ROOF SHEATHING: APA RATED SHEATHING EXPOSURE 1, 32/16 MIN., FACE ***WOOD POSTS TO BE(2)-2X MIN. U.O.N. DOUBLE TOP PLATES,END NAILED 8 GRAIN PERPENDICULAR TO SUPPORTS,WITH • SPACING BETWEEN SHEETS. - NCHES MATCH WALL THICKNESS DBL.TOP PLATES,MIN.48-I OFFSET(OF END 6. NAIL PER RCNYS TABLE R602.3(1) AND MANUFACTURER'S DATA. JOINTS,FACE NAIL LAPPEDNCHES A (8)16d 7. PROVIDE SOLID BLOCKING UNDER PARTITIONS AND AT BEARING POINTS. BUILT-UP HEADER,TWO PIECES WITH 112"SPACER 16d 16" O.C.ECH EDGE 8. FIREBLOCKING AND DRAFTSTOPPING PER R302.111 AND R302.12. 9. NOTCHING AND BORING PER R502.8 AND R802.7., CONTINUOUS HEADER TO STUD,TOE NAILED (4)8d CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ECH EDGE STRUCTURAL STEEL FLOOR FRAMING JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST 1. DESIGN PER AISC 360 (ASD). BRIDGING TO JOIST,TOE NAILED 2 8d EACH END 2. MATERIAL: BLOCKING TO JOIST,TOE NAILED 2 8d EACH END 2.•• W-SHAPES: ASTM A992 FY = 50 KSI; BLOCKING TO SILL OR TOP PLATE(TOE NAILED) U16d EACH BLOCK 2.-- PLATES, ANGLES, BARS:ASTM A36 FY 36 KSI;; LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) (3)8d PER JOIST = 2. 2.•• HSS: ASTM A500 GR. B BAND JOIST TO JOIST,END NAILED (3)16d PER JOIST 2.•• BOLTS:ASTM A325 OR A307 AS APPLICABLE; •• WELDING ELECTRODES:AWS E70XX. BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT •• FY = 46 KSI; SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O.C.4"O.C. 3. FABRICATION & ERECTION PER AISC MANUAL OF STEEL CONSTRUCTION AND AWS D1.1. STRUCTURAL PANELS 8d 12"-2 4. FIELD CUTTING WITH TORCHES IS PROHIBITED UNLESS APPROVED. 5. PROVIDE CORROSION PROTECTION FOR STEEL IN CONTACT WITH CONCRETE OR EXTERIOR EXPOSURE (GALVANIZED OR PAINTED)►. 6. STEEL SHOPS TO BE PROVIDED & SIGNED OFF BY ARCHITECT, ENGINEER, AND CONTRACTOR PRIOR TO CONSTRUCTION Professional Seal Revisions No. Date Rev. Title o� BU 0 2 06/16/25 PERMIT SET 7430 Indian Neck Ln. 03/13/26 MAJOR REV. �'P * 3 04/11/26 FND ELEV RE t- a . W 4 --/--/-- ---- m LAN 5 --/--/-- ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, �1 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS, SHEET TITLE:E, vN� i sae = �� C�J\ 6 "/--/-- ---- BECAUSETHE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL. 11042� �li� 7 --1--1-- CON ---- BEFORE STARTINGEACH PORTION OTHEWORK,CAREFULLYSTUDYANDCOMPARETHEVARIOUS 7430 Indian Neck L n . ____ CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION �+ p FURNISHED BY THE OWNER A�OFESSIONP 8 --/--/-- 3,3 Flying Point Rd. Suite Ite 2O8 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND P e c o n i c, N Y 11958 GENERAL NOTES S - 000 Siouthampton N.Y. 11968 SUBCONCOMPARTRACTO THE RS SSHALLIRIOUS NSPECT WORK IN PLACENTS ELATEDTMPTLYO THEIR SPORT RESPECTIVE SCOPESCONTRACTOR SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WTH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WTH INDUSTRY STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Design By STB Sleanb@buchner-engineering.Com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN WI New C o n str u ct i con Principle/Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner En BUCHNER ENGINEERING ineerin ENGINEERING PLLC. g g PLLC Sheet# .••.•_..__.•._•_WITHIN _.._..._CONSTRUCTION..__..._.•....._.._.••._.._...... ................................................................................... Date 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC Scale:- E4. = 191-011 .......... . ...... 22'-0" (G G) .......................... r-- ----- — 2 (�3 STEP IN FOUNDATION LEGEND F i.O.S. 2'- 34 -71" T.O.W WALL EL. 18' 2 FOUNDATION WALL 4 —�F 7 1 / I �_, T-e-w. ��CHLINE MATCHLINE FND. WALL - TJI SHELF T. ELEV. DATUM: —Il T.O.W. EL. 19'-3-1" EL. 17'-11" EL. 19'-34 MATCHILINE L MATCHILINE 4 NAVD88 - PER ARCH, SEE A DRAWINGS C5 0 EL. =18'-7-"' 0 - FND. WALL - SLAB SHELF 1__U`NE.CAVATED O(L S.F. ��00 - FND. WALL - EXT. STONE SHELF t I I I - = WELL COMPACTED FILL 95%MODIFIEb ILL: _0 SIP ! x'-x" TOP OF SLAB ELEVATION PROCTOR DENSITr, A NO / ON 7 ) T.O.W. Cjj FINES OR 0 ORGANICS 1-11.1 I-x'-xx"I BOTTOM OF FOOTING C? EL. 17 T.O.W. S.F S.F. EL. =17'-11" Y*5 �-�U IN EXCAVATED OR WELL 2'-6 CONCRETE FOOTING ILL ILZ 000MPACTED FILL95%MODIFIED 14-6-11, - II 1� . 1 4'-0-2"' 24'-11-1" -0 b 0 b STEEL BASEPLATE TYPE 2 2 PROCTOR QENSITY, NO FINES OR ORGANICS T.O. BRICK T.O. BRICK i. - T O.S. B.O.F. 8'-0" -S.F. STEPPED FOOTING EL. 19'-l" EL. 19'-l" T.O.W. lol. f L E I 18LI�'_' 8 6 19'-33 1_77 7 EL. 4 \ 7_77 77S......... C-30!2--1 T.O. BRICK�RICK L _!zj 8 0" EL. 18'-3" 8" WALL 19' 4 F_ T.O.S.- — -�­O-F_=- w_. EL. -31' F� T.O.W. B.O.F. U-10" L T.O.S. O.S. T.O. T.O.W. T.O.W. EL. 19'-2-1" EL. 18'-2" EL. 18'-2" EL. 19'-2-2'r" EL. 18'-3" C? 4 L -1 > EL. =17'-11" zo T.O.S. =lc\j EL. 17'- ZT.O.S. COLO.- C\j EL. =1 8'-2" OPENING COORDINATE T.O.W. SEE ARCH W1 BILCO cdNC.STAIRS DOOR MANUF. _ _ J o EL. 19'-314" F3.0 IF __1 _1�5" SLAB W/ cn F N WWF 4X4 W-2.OxW-2.0, T.O.W. &10MIL VAPOR BARRIER �2 0 EL. 19'-2-1" 0 4 T.O.S. O.F. 8'-0" T.O.W. 3'-104-3" F_ T.O. BRICK EL. 18'-2" E -'2-1" 1 zo Cn L. 19' 4 EL. 19'-1"" 0 0 �00 .E4.0 T.O.W. EL. 19'-3 7., X-5 8'-5g ELEV. DATUM: T.O.W. L? NAVD88 - PER ARCH, in F EL. 11 '-2-1" SEE A DRAWINGS 4 ------- T.O. BRICK ... ................ .............. 0 ............. .......... .............. ....... ....... .... ......................... ........... ... ......... D) T.O.S. E L. ='I 8'-3 EL. 13'-2" L3 5 41 T OPENING 5" LAB W/ (.0 LO F4.0 b II SEE ARCH WWF 4X W-2.OxW-2.0, F3.0� &10MIL VAPOR BARRIER F2.5 F2.51 ------------------- --- ----------------- ----------------- 3 ILI L:, �j I L _J S-30 0 �1,-011 -1 It X5 _8q I F -4� F2.5 51-011 5--1 t8 81-1 7'-5 7'-2" 10'-2" 7'-2" zo F4.0 1- 8 F 15 ------ ------F3.5 L 60 C, f� IF Fj.0 F3.07 T.O. BRICK I -lc\j CIO LO EL. 19'-l" 6-7 _T ----------------- ------------ • L-7 EO _J L 77-j- 1, L L L T.O.W. 3 3 EL. 19'-2-2'r" S-300 L3.5 _j S-300 —1 8'-5 3' 6" 15" MAT SLAB FOOTING W/ T.O.W. T.O.W #6 BARS AT 12" EACH WAY, EL. 18'-2" 6-9-1" EL 2 &101MIL VAPOR BARRIER 0 DO 11 1 Ll B.O.F.__ Z_L 5" SLAB W/ U_ WWF 4X4 W-2.OxW-2.0, OPENING I F_ L _j 0 5" SLAB W/ SEE ARCH &10MIL VAPOR BARRIER MIS WWF 4X4 W-2.OxW-2.0, A\ 00 /4 �2 ELEV. DATUM: I I I =ZCD? I MOMIL VAPOR BARRIER NAVD88 - PER ARCH, SEE A DRAWIINGS -4. (0 T.O.S. EL. 18 2" T.O.W. ELEV. DATUM: V) EL. 18'-2 — — I I NAVD88 - PER ARCH, SEE A DRAWINGS 0 1 0 T.O.S. > T.O.W. 4 C? T.ik.W. . I EL. 1�B.O.F. 8'-0" EL. 18'-2" B.O.F. 8'-0" L T.O. BRICK ........... .................... ............ ------- ............. ............ ... ................... ... ............ j zo T.O.S. T.O.S. i , =.Vri EL. 18'-2" v EL. 18'-2" T.O.W. T.O. BRICK -'-'WELL COMPACTED FILL 95%MODIFIED EL. 19'-21 4 TOW EL. 19'-2-1" EL. 16'-91-" PROCTOR DENSITY, NO FINES OR ORGANICC? 2 7'-0" Lt EIL. 19'-27 O. BRICK T.O.W. COL. 19 EL. 18'-5" 101-01, 1 =Z-70 W_ 4'-5 4' 6" 4'-6 18''6-1" 4'-9.. ......... 2 2 J" 7 SUP Do= `� � , L CONC.STEPS CONC. STEPS 29'-6" ELEV. DATUM: FOUNDATION PLAN NAVD88 - PER ARCHI, SEE A DRAWINGS SCALE:1/4" l'-O" Professional Seal Revisions OF NEIV).� No. Date Rev. Title I.. BUC 0 1 06/16/25 PERMIT SET- 7430 Indian Neck Ln. 2 03/13/26 MAJOR REV. �� * 3 04/11/26 FND ELEV RE\� CO 4 W 5 THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, 6 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS SHEET TITLE : BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: O 11042& 7 BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS �Iz CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 7430 Indian Neck Ln . SSI 8 FURNISHED BY THE OWNER FOUNDATION PLAN 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Peconic, NY 11958 S - 100 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR Southampton N.Y. 11968 ANY ERRORS,INCONSISTENCIES.OMISSIONS, NONCONFORMANCE WITH THE CONTRACT DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Design By STB Office: (631) 260-0840 STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner, P.E. ...... STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Seanb@buchner-engineering.COM KNOWN TO THE CONTRACTOR. Principle /Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Buchner Engineering PLLC Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER ENGINEERING PLLC. J, 6n �F_ 2-P'l T.O.W.FE 6 LL�0 /L /VSF. S F L ILL El Fw I Lo C010' > r0F N I BU W BUCHNER ENGINEERING Date 05/18/2025 CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF MATERIALS BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR MOLLY,IN ANY Scale.114" = l'-O" MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC NOTES: __._.-.._ __ _____-- 1. SEES 001 FOR TYPICAL- �]- - ._ __-_ j � ALLOUT INFO __. _. _ _ _..... .-._.. _ _ _ — SHOWN ON THIS PAGE 2. FLOOR SHEATHING TO BE 3/4" CDX MIN I GLUED AND SCREWED, UNLESS Cd12 1 I OTHERWISE NOTED. I BEAM SCHEDULE (�CHLINE ! I MATCHLINE - -- -_ _- - -_ -_ -_ _- -_ _- -_ -_ -_ -_ - - ---- -_ - - - - - - - MATCHLINE I �f i - - - - - - - B-1 INDICATES HEADER TO BE 2 7-'" LVL I ! MATCHLINE ( ) 4 I ' B-2 - INDICATES HEADER TO BE (2) 94" LVL 1iI I 1NOTE. -"NEW 5" SLAB ON B-3 - INDICATES HEADER TO BE (2) ? LVL ALL W10 BEAMS TO BE FLUSH GRADE W/WWF �6) ***ALL LVL PLIES TO BE4"WIDTH *** FRAMED w/ (2) 2x TOP PLATE i 4X4 W-2.OxW-2.0, OVER 10MIL I VAPOR BARRIER f STEEL COLUMN SCHEDULE NEW 5" SLAB ON GRADE W/ WWF 4X4 W-2.OxW-2.0, ! 3 .... . _.:. . . :---:. ..: .. ..:...:.:. ..... . . . .... . .. ... . . OVER 10MIL�APOR BARRIER COLUMN ID COL. SIZE X-GRID Y-GRID €! ! 52"x18"LVL POST 52"x18" LVL POST C1 HSS9x5x2 F 1 18-7 I NOTCH TO 52" DEPTH NOTCH TO 52" DEPTH C2 HSS9x5xi F Brw 2&3 i I BELOW BAY WINDOW BELOW BAY WINDOW ! z _ s HSS5x5x2 D 3 x4x8 D 4 C5 HSS12 - 3 x4x8 C '. _..._ ....._._._......... ❑ _.._... \ C6 HSS10x4A SOUTH OFA Brw 2&3 C7 HSS10x4x8 SOUTIIOFA Brw 2&3 O �_C8 OMMITED OMMITED OMMITED I ;fl c; _ _ __.___.._. .._ _.,_; C9 HSS7x5x' G5 Brw J&K > FRAME AT 12"o.c. & d PROVIDE CONT.KING BELOW ^ �-- w o I E I ! C10 HSS9x5x8 G1 Brw H&J CD z a ! Cll HSS9x5x8 G1 Brw H&J ! ^ BLO)CWALL ABOVE 1; ¢- ~m j I a �o .... ..._i._..-.. . ...... ;! C12 HSS9x5x8 G5 Brw H&J iv \ U i ! � � � O° Q M z N ; I; C13 OMMITED OMMITED OMMITED _. C14 HSS7x5x2 G5 Brw G&H _ zo r - - - - E { o1� L__„_.—. j G bo r� i x r O LO L0 x x 1 � t I M . • E i •• O (D E a ,,, _ _ O _ .__ ,, e (2) 11-7/8" LVL 4,040 El (3) 11-7/8" LVL g.,°o 2 11 7/8" LVL t•• ss,z —2 / L— 11-718" LVL 8,630 O ' o �"3 eso 4,100 1,060 o CyDc n� 1 = = G Q p GJ ' j•• I! a OO F_ \ •'� •• E r .• f > I 4 07 > f 00 � 11-7/8� IL3fi H622. t 00 QD 00 LO /G g 00 r• U p .eoo ��_. j Gp - o G N / r Q t Cl) .. .. ._.... ..._ ..,. • _,_._ i I ^ • .• to _ _._..._..._..__._... ___ _ _.•_ _.____ ____.____ - �s L wi(2 x11" STL PL S "' • 1Z ao .po , J • o f ¢ g N • _....... .......... _ -ro )O -�-1 4,911 ! • 20 58o r • � . 6.200 (3) 11 7/8....LVL 3.A(>o 4 11-7/8 LVL f..... .. 3soo _-_........._.._..___....----...._._-.___._._...____.__._......._____..._f._.�r ..ssgo j •,�` ( ) (4) 11-7/8' LVL • p (3) 11-7/8" LVL (3)11-7/8" LVL •'Q (3)11-7/8" LVL •• rG� jG1 " L L ( f ••_..._..___ �_. .. ••__._�__._._ ___ _..... ..... . • - ' t.G '� �-�.. � ,�``� '`., Eras° (4) 11-7/8" VL 3 __....„.. ... ____-..,.._..... _ DO CD I Ln (' !..........................._..._..... I J ED 0 00 v cD >' -' o _ �. .._. 00 J aD J irk' J \ ^ CD ( �° L5 r 1 ' e» - N ! t Q 00 r ~Q o 00 LVLCD M > 1` Q I 61. N o ~ j f oM 0000 r- Q I lv -_ o I ; _ (�CA)) ............ ._-.._..._ E _ _... _ - - _....---------._........-... .. ( 1 7/8 L mm-.. 0 m . 0 ::.:.:.....:::.... ...._......... .... _......._._. _.... _.. ❑ o_____ n o- - o __n_.____.-_ n_.._ , I . NOTE: NOTE: t i __...,_. _ ___.__. .. .............._-._. L ! ALL W10 BEAMS TO BE FLUSH ....................... ............ ................_............._....._...__...._._._.........._............._............................ FRAMED w/ (2) 2x TOP PLATE f s' I 111 tA ! ( 6) 7 FIRST FLOOR FRAMING PLAN SCALE:1/4" =1'-0" Professional Seal Revisions No. Date Rev. Title °� B��YD 2 06/16/25 PERMITSET 7430 Indian Neck Ln. 03/13/26 MAJOR REV. 3 04/11/26 FND ELEV RE 4 --/--1-- m _ w 5 --/--/-- ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, -a- ---- SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL SHEET TITLE : ZN� "'�� `' �� 6 --/-'/-- ---- O '104.2 �i� 7 --1--1-- BEFORE STARTING EACH PORTION O THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7 4 3 0 Indian Neck c k L n ■ ARoF NP� CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION FURNISHED C THE OWNER FIRST FLOOR FRAMING PLAN ESSI° 8 --'--'-- ---- ?i3 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Pecon is NY 119 ►8 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. 5 S - 101 17.. Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY ,. Office: (631) 260-0840 STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design Byi STB STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR Sean Buchner, P.E. , NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New C o n st r u ct ii o n Principle Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC y, Sheet# BUCHNER ENGINEERING ENGINEERING PLLC . ......«..«...«.«...»..««... .......»..«.... .. ..... MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF Date 05/18/202 5 BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. Scale:114" = 1'-0" NOTES: Ba 1 1 FOR TYPICAL ALLOUT INFO E S-00 _...._..___.___-._..... N ON THIS PAGE C / 3) / ( - -- ~ -- — — -- - Hp - - � 2. 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CO P� 'p,� 03/13/26 MAJOR REV. co �-P * 3 04/11/26 FND ELEV RE 4 --/--/-- ---- mW 5 --/--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS v -_.r con? BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL SHEET TITLE : oA�j >>042� ��� s '-/--/-' ��� BEFORE STARTING EACH PORTION O THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck L n ■ ' CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION NA� FURNISHED BY THE OWNER. �OFESS�O" r_ 8 --/--/-- ---- 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND SECOND FLOOR FRAMING PLAN _ Southampton N.Y. 11968 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES RA WORK P e c o n i c, N Y 11958 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT 02 Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design 81'y ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. B ,Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construct-Jon Principle Owner " THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC ...; . ,. ;� ." Sheet# o o o o ENGINEERING PLLC. BUCHNERENGINEERING _..__..._._......_.._........._ ..__..._......._..._...._.._...... ................................................................................... MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF Date 051/18/2 02 5 BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC , Scale:1/4,,, = 1 -0" NOTES: " , 1. ALLOUT INFO _._.�_.._.............._�-_.._ �._......._..._.._._._...,.______.__ °o°o°°°o 00000 0°o 0 0°00°0000°00o non a°n°°°o°o°00000°000 0 n n°n°°°n°°°n°n°°n° n n SHOWN O N THIS PAGE f 3 SW-01 HD / 2. FLOOR SHEATHING TO BE 3/4" CDX MIN �2) ' +.); ' GLUED AND SCREWED, UNLESS 1 I I OTHERWISE NOTED. HEADER B OW (__ 'I - ......................_...........__.._..............._._._.._ —.._—...—..— — _._.—. .....__.......................... . . ............. ................................._.............._ _ _ _.. _ _..._...._...._..__..............._.. _ �1= � I I SCHEDULE I __J SEE PLAN (_.__- I - ( MATCHLINE MATCHLINE B 1 - INDICATES HEADER TO BE (2) 7z" LVL ,— - MATCHLINE 1 OIL OIN MATCHLINE w o w B-2 - INDICATES HEADER TO BE (2) LVL �I J ml< I a > -i 1 SIN I �IW B-3 - INDICATES HEADER TO BE (2) 112" LVL O� 0)o / _ _ f t.r ALL LVL PLIES TO BE:2"WIDTH m�a 2 2 / 212 WZ / x x f €� SP CING/ r, SPACING AT1 "o.c, AT1 "o.c. Q ( I STEEL COLUMN SCHEDULE W M- Wla �.UU �Iw Q vn N Uj COLUMN ID COL. SIZE X-GRID Y-GRID M I 5z"x18" LVL POST 5z"x18" LVL OST C1 HSS9x5xz F 1 I I I C2 HSS9x5xz F BTw 2&3 HEADER BELOW 11 o H 1 1- C3 HSS5x5xz D 3 SEE PLAN S-02 ____ _ ...-__. __.+ _._ ___ _ q _ — _._..._._____.......,. 5 i __- �SV1T-01" __ _. __._.___.._.._. . ... _...._- __.__ _____. _. _.. _ _____ ___.___ _____. - 1s2o® II D 4 f__`_ _ _ __.__. -__.._________.___ ,.._. ( ___ _ __ - ........_ 1;5zo .:__...__. _.__e.____.. ' i I„N HSS12x4x� F _.. I-- I I I _ .; . °n°n°n°n°n°n°n,non°°ononn C 5 C 4 ° _t HSS12x4x8 C6 HSS10x4xII SOUTH or A rsrw 2&3 ! I i C7 HSS10x4x sourH of A Rrw 2&3 O p I ......€ i....., I II \ i_.� .1 m C8 OMMITED OMMITED OMMITED 1 C9 HSS7x5x1 G5 B1VV J&K 0 U �J J J 1 ! C10 HSS9x5xII G1 Brw H&J < / 2 2 / 2 2 > > I = AT 1 'o.c. AT 1 "o.c. �o ( 100 AT 1 1'o.c. / AT 1'o,c i C11 HSS9x5xII G1 E�rw H&J J , W 1 C12 HSS9x5xII GS I�Tw H&J 1....1...... 5 r 11 C5 > I ! I N � i C13 OMITTED OMITTED OMITTED [ o �, o �, C14 HSS7x5x2 G5 B+w G&H I I I ( - W ! 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BUC ��� 2 03/13/26 MAJOR REV. * co , �- * 3 04/11/26 FIND ELEV RE ,r 1- I CC 4 --/--/-- ---- ) W 5VIA --/--PN--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, 2(� `` _`-_ `''� 6 --/--/-- ---- SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL. 71O42N 7 CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,ASEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY NWELL AS THE INFORMATION A�D COMPARE THE VARIOUSOFESSIONP� 8 --/--r-- FURNISHED BY THE OWNER 7430 Indian Neck L n . ROOF FRAMING PLAN . S - 103 - 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Peconic NY 11�58 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITHINDUSTRY Design By STB STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner, P.E. STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR Principle /Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC BUCHNER ENGINEERING ENGINEERING PLLC .«......«..«... .«... «..««...«......................... .................................................................................. Date 015/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Sca 1 e:1/4" = 1'-0" MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. FOUNDATION LEGEND NOTES: STEEL COLUMN SCHEDULE - FOUNDATION WALL 1. SEE S-001 FOR TYPICAL CALLOUT INFO •••• • ••••»- •••••-----•• » • •••»•••••.•. SHOWN ON THIS PAGE » - FND. WALL - TJI SHELF 2. FLOOR SHEATHING TO BE 3/4"CDX MIN COLUMN ID COL, SIZE X-GRID Y-GRID GLUED AND SCREWED, UNLESS Cl HSS9x5x2 F - FND. WALL - SLAB SHELF 1 OTHERWISE NOTED. C2 HSS9x5xz F BTw 20 BEAM SCHEDULE C3 HSS5x5x D 3 - FND. WALL - EXT. STONE SHELF c4 HSS12x4x8 D 4 X'-X" _ TOP OF SLAB ELEVATION B-1 - INDICATES HEADER TO BE (2) 7-" LVL C5 HSS12x4x8 C 4 C6 HSS10x4x8 SOUTH OF A BTw 2&3 B-2 - INDICATES HEADER TO BE (2) 9-" LVL C7 HSS10x4x8 SOUTH OFA BTw 2&3 I-x'-xx"] - BOTTOM OF FOOTING B-3 - INDICATES HEADER TO BE (2) 111" LVL C8 OMMITED OMMITED OMMITED C :1 - CONCRETE FOOTING C9 HSS7x5x2 G5 BTw J&K ***ALL LVL PLIES TO BEQIll WIDTH *** C10 HSS9x5x8 G1 BTw H&J BP-# - STEEL BASEPLATE TYPE Cll HSS9x5x8 Gl BTw H&J C12 HSS9x5x8 G5 BTw H&J -S.F. - STEPPED FOOTING C13 OMMITED OMMITED OMMITED C14 HSS7x5xZ G5 BTw G&H IFS f 3'I �� (f\� ��' � � .� s } G '.5. ` {3 f\.�.k_. y / j) ✓' _...__� E I I I 7'-3" rc- 1010" 7'_3" � �ii' I I () 9-1/4 LVL::.......::....:.._:.._..__.. _...... — ca---'I r_ STEP IN s 2Xa _2xa I - I f HD ... AT16"o�. AT16"o.c. (i.. .HD . ........ .. HD . AROUND OPIENING _ ... ALL _ .... /6\ ...... ......I..._.__.._....._.............._._._. —� � � T:O.S. __... �� _ ___ _______......_.............�.__ (3) 1 VL�,__, 3.840 _....... .------ .� ° °°°°°°°°°°°°°°°°o°°°°°° C° _................. .... _.. .... . . .. - _ ) °°°°°(11�) °°°°° °°° 1 7/8 L °°°°°°°°°°°°° HD 3,813 0 HD S-300 B.O.F. =117'- 3'-l" `„ { C 72 .-.'( .. D o 0 2 122 T.O.W I z I I I N o AT "ac. / AT 1 "o.c. d / I T.O.W EL. = 19' 0" I I w ( IE! o 0 I EL =191-6" ELEV.-DATUM: _____ __.___. _ �.__._.. __._.__...._...__. _.....-_..___-._._.____ a-�' - Js ao 2 _ f H D o N E } - I I .. ( I,___� O- 1 1 2 11 7 L L J 9 7/ LVLID rill T.o.s. NAVD88 - P R ARCH ._ I � o� ,.4D6qDO EL. = 17"-1r' SEE A DR WINGS s 30o o 1 `� I °' _. HDmmHD 0N; o � I T.O.S. 2 I Q 2 wl M � I EL. =17'-11" -120 I ' I Tid i 0• I III 1 Q I `�' c2 I C�Q I 11-7/8 J1560 i ; J > J UNEXCAVATED OR WELL TOW ill I AT1 "o.c. COMPACTED FILL 95% MODIFIED (. ___ _._._ _._... .__ _ . _ _ _ _. .__ I ^ / 8 Kr a / 2 8 ao/ 2 0 2 10 Do 2 EL. = 19' 0" LI'' r AT 1 "o.c. / AT 1 O.C." I AT 1 "o.c. AT 1 "o.c./ PROCTOR DE SITY, NO FINES f W12x96 o I I OR O GANICS m P HSS14x4x2 1 [ I �, HEADER a.e o C ; N i -' i oT T.O.W I I... ...._.. ......._ e..__. ....... ...... - I `� I V FOR R A N I� EL. = 19"-6" I ( r ! I O E I T.O.S. T.O.S. EL. =17'-11" �G� I 11 7l8 JI 560 ECTION EL. =17"-11" I I i N S-120 w I AT 1 "o.c. NEW 5" SLIAB ON GRADE W/ I > I I 1= I ( 5 I _ WWF 4X4 W-2.OxW-2.0, � � x f M OVER IOMIL VAPOR BARRIER S-300 I I J. I I o I. III � I ICI °' zJ` 3 r- o L u; I I '"` W ^�I : I I I ___.. 1Cj _ _ _.�_ —._ ___SLOP SLAB— _ _ _1..8,_8 � _._ ..___._._._ � � � _-__._�_ © 0- �' 3 1-7/8 L L d 2 -7/ LVL 2,0i3 l E °Q ry HD � 19' 6 - 1 '(�I� 344o s.,as tns ---------t.���_ --� � 1 -� s ....._.. .-.. -, _ ��_.:- `2)9+"LVL (3)9�LVL I I I T.O.W z _.I I °10) ) (DROPPED) I ns� HD REINFORCE w/ to ' ° SW-Ol° #5 BARS AT 12"o.c. a I I H D i ° BOTH WAYS II �� •I •• o o 0 S-300 I I 10'-828_' --�' Q 2 11 LVL �� •••• .'•• (... .._ _._ ._ ,'_ ._..._ _.. __ ._ .a M I ' o o I o I o O • o ...,..E O -kr- 0' ._.a. _ d \'•O L7 c 2 12 3" J / 0 2 12 w [_.-... .._ ... b :23 ( i - ° AT 1 ac. % _._t.. ... ,. ° II _ E I --- H p r f•' -- I o A l y. • Jv_ °1wSIN ( 00 '-� T.O.S. o T.O. �' N f f 1`r��� ( I .,�f• I . =17'-11" EL. = 17'-11'_ EL. =19'-611 J ---•kr. P.... _� r_ , _. ._ _ r I B _ I _ - "" - -- - —.-.-..--- o°0000O°o°O°00000000 .o°000000°ooO00000O000°oo°ooO000 - o0000oo°o°a°o°a°°°oao I 110 I t I H IL I D o°o°o° °oOOO 000°o°o°o aoo°o o°o°o oo° o°o°0 0 T ` I\ I { HD / 9 C _ SW 01 _ _ _ _ _. 1 E 7 : I I E I .3 I ° SW-01°o —�_.. _ .H � I I H D I I .. I I O.S. L TEP IN , J I 2'_ 1 T.O.W WALL I / �ATCHLINE M � 111-04 - - - - - - - - — I1� MATCHLINE ATCHLINE - - - - - - - —II— - - - -- - - - - - - - - - - i I ATCHLINE - - - - - - - - "— -- - - - - - - t- - - - - - - - - - MATCHLINE GS MATCHLINE T.O.W. �* tu_- - - - - MATCHLINE -- - - -- - - -.-.- --: — _ — � :- - - - - - - - - - - - - -- � — - - - L — MATCHLINE I ' I MATCHLINE i r-- — p i MATCHLINE - - - - - - -- � — -- - - - - -- - _ __ _ _ - - - EL. -18'-71' O \ / MATCHLINE I p — — — m m 7 0 I ( Jlo Olo MATCHLINE Lf I J J I W N W S.F. UNEXCAVATED O S.F. S-300 > /'� > mlz m z WELL COMPACTED I \ / �I I w a > �la I ✓' \/ I w w i I 11'In FILL 95%MODIFIEb I In �I. . - r ✓ ( ^ .M CATHEDfRAL" �i ! r e �I`� w 0 Ld FOUNDATION & FIRST FLR PLAN SECOND FLG)OR FRAMING PLAN RO OF FRAMING PLAN SCALE:1/4" =l'-0" SCALE:1/4" =l'-0" SCALE: 1/4" = l'-0" Professional Seal Revisions No. Date Rev. Title � B��YO 2 06/16/25 PERMIT SET 7430 Indian Neck Ln, P� V 'A� 03/13/26 MAJOR REV. 3 04/11/26 FND ELEV RE m '� - w -- 5 --/--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, �✓sr.` SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS n- BECAUSETHECONTRACTDOCUMENTSARESCHEMATIC,THE CONTRACTOR SHALL SHEET TITLE. ZN.AO = '1042� ��C7 6 -'l-'l-- BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 ILn . - ,� 7 --/ -/ CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION Indian i a n Neck�c k RoFC�+Sk 8 _ - _--- FURNISHED C THE OWNER. GARAGE STRUCTURAL PLANS ESS --/- /- 3 Flying Point Rd. Suite 208 COMPARTHE TRACTORIOUSC SHALL SIMILARLY MERE TSREHAT LTEDTOTHEIRRESPNTRACTORS CTIVESCOPESO WOR ANDK Peconic, NY 1195� Southampton N.Y. 11968 COMPARETHEVARIOUS CONTRACT DOCUMENTSRELATEDTOTHEIR RESPECTIVESCOPESRA WORK SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT S - 110 Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner, P.E. Design By STB STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE ' Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. No CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle / Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER ENGINEERING PLLC. Buchner Engineering PLLC - Sheet# BUCHNER ENGINEERING _..__..._._......_.._..._._..._..__..._......._.._...._.._...... ....................................................................... MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Date 05/18/2025 MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. "HIGH" 2x10 20" LVL RIDGE, RIDGE, SEE PLAN SEE PLAN r"LOW"14" LVL OVERFRAME " RIDGE, SEE PLAN ROOF SEE PLAN OVER FRAME ROOF 2x12 RAFTERS SEE PLAN i \\ . \\ 2x10 RAFTERS 111" PURLIN BEAM, SEE PLAN 'f \ - 2x8 RAFTERS r 2x12 f« \\ \\ CONTRACTOR O R OUT FLARE FUR RAFTERS BENT 11 / / \ \ FLITCH BEAM 114" LVLSATROOF BREAK i i \ BRACE 18" LVL _, - f� ✓"~ i i \ \ POST WITH CEILING BEAM. BENT114" FLITCH BEAM (4)z„ THRU BOLTS eo; ✓ r f 2x8 RAFTERS •i i \ \ 16" LVL, CONTRACTOR \ \. 118" CEILING SEE PLAN COORDINATE " JOISTS .1T8 ING.`." j JOISTS iI HSS 14 BEAM, E WELD W12 USE BOLTS + (j FLANGES TO HSS W12x96 BEAM j; WELD FLANGES I W10x19 HEADER 18" LVL I POST i L E jfE f �E NOTCH BELOW BAY I WINDOW I ! 1 STRUCTURAL SECTION 1 2 STRUCTURAL SECTION 2 S-120 SCALE:1/4" =1' 0" S-120 SCALE:1/4" = 1'-0" LVL RIDGE, SEE PLAN r 2x12 RAFTERS OVER FRAME ROOF SEE PLAN KNEE �. WALL . t , I. : , , I 112" CEILING 20" LVL JOISTS BEAM lit I I (j 3 i 5', ..'.�,.%ps:;`J/',,'�`�. .l. �• i f X.`.. ..£_R�;':';;f:,,,..sl 1r.J i f t / ..,, f.. "s s. 'j".: :.rA:. 1 s fa i • 3 `s I I 3 STRUCTURAL SECTION 3 S-120 SCALE:1/4" = 1'-0" Professional Seal Revisions No. Date Rev. Title ,<<G�� NEwJ- 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. �P P�1_ BUC 0�� 2 03/13/26 MAJOR REV. * co� -P * 3 04/11/26 FND ELEV RE r e�. W 4 --/--/-- ---- m ! 5 --/--/-- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, \ SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS SHEET TITLE : ZN -k= Via' 6 --/--/-- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: �OA = 71042N �(/� 7 BEFORE STARTING EACH PORTION THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck L n ■ 8 CONTRACT DOCUMENTS RELATED TOO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION STRUCTURAL BUILDING SECTIONS �OFESSIONP --/--/'— '--- FURNISHED BY THE OWNER — 110 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND P e c o n I c N Y 119,58 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design By ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construct i o n Principle / Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# ENGINEERING PLLC. BUCHNER ENGINEERING _..__..._._......_.._..._._... ..__..._......._.._...._.._...... ................................................................................... Date 05 18 2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC Sca I e:1 4-" = 1'—0'1 ROOF BEAM FASTENER SCHEDULE FOR STRUCTURAL MEMBERS A ROOF BEAM TO POST W/ DESCRIPTION OF BUILDING ELEMENTS QUANTITY SPACING (2) MTS16 TWIST STRAPS, WOOD POST 6 BOTH SIDES � 1'_4" ROOF FRAMING RAF \ TER TO TOP PLATE,TOE NAILED (3)Sd PER RAFTER SIMPSON LSTA30 0 0 YAI W/WASHERS ° a CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST ROOF POST TO STRAP FROM RAFTERS \ N MULTIPLE MEMBERS, °p I CEILING JOIST TO PARALLEL RAFTERS,F.N. (5)16d EACH LAP SEE PLAN FOR SIZE& I CEILING JOIST,LAPS OVER PARTITIONS,F.N. (5)16d EACH LAP STUD BLOCKING TO RIDGE, BOTH SIDES '° V l W/CS16 SIMPSON QUANTITY COIL STRAP �- ° BLOCKING TO RAFTER,TOE NAILED COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE _ ,:' � ( (2)8d EACH END lV \ A ••••« . ...«• . . •• • •.« •« • .• •• •.•• ••••...•••.••••..•.•.•••...•. RIM BOARD TO RAFTER,END NAILED 016"O.C.W/(2)@EACH END (2)16d EACH END ROOF RAFTERS TO RIDGE TOE NAIL 4 16c1 PER RAFTER MULTI- SIMPSON STRONG-TIE HURRICANE STRAP SIMPSON STRONG-TIE HURRICANE STRAP SIMPSON STRONG-TIE RIDGE STRAP FACE NAIL (3)16d PER RAFTER 3 MODEL#CS16 (TYP.) (16"O.C. MAX SPACING) MODEL# H8 (TYP.) (16" O.C. MAX SPACING) MODEL# LSTA30 WALL FRAMING RAFTERS TO TOP S-200 SCALE: N.T.S. FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE OF WALL W/TS12 TOP PLATE TO TOP PLATE,FACE NAILED (2)16d PER FOOT TWIST STRAPS TOP PLTS,LAPS AT CORNERS&INTERSECTIONS,F.N. 4 16d EACH SIDE /�J \ SIMPSON STRONG TIE HHUS SIMPSONJ STRONGTIE IUS FACEMOUNT STUD TO STUD FACE NAILED 16d 16 o.c. CRIPPLE STUD TO FACEMOUNT HANGER FOR HANGER FOR TJI APPLICATION TOP OR SOLE PLATE TO STUD,END NAILED (2)16d/(3)16d PER 2x4/PER 2x6 APPLICATION� z 2x BLOCKING LVL GIRDER --_ BOTM.PLATE TO FLR JOIST,RIM JOIST,F.N. (2)16d PER FOOT HEADER W/SIMPSON BETWEEN RAFTERS = sruD To soLE PLATE,TOE NAILED 2 8d/ 3 16d PER Fool MTS30 TWIST STRAP DOUBLE TOP PLATES END NAILFD (2)16d 12"O C. :::.• , s;'r '"� • DBL.TOP PLATES,MIN.48-INCHES OFFSET OF END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN :; •�;';• • r (8)16d JOINTS,FACE NAIL IN LAPPED AREA • •r BUILT-UP HEADER,TWO PIECES WITH 112"SPACER 16d 16" O C.FCH EDGE •� CONTINUOUS HEADER TO STUD,TOE NAILED (4)8d SIMPSON STRONG-TIE HURRICANE STRAP SIMPSON STRONG-TIE HURRICANE STRAP CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ECH EDGE TY P I CAL G I R D E R TO G I R D E R/JOIST DETAIL MODEL# SSP (TYP.) ; MODEL# DSP FOR DBL STUD MODEL# HETA40 (TYP.) (16" O.C. MAX FLOOR FRAMING CONNECT HEADER TO ROOF STRAPPING DETAIL 4 (16" O.C. MAX SPACING) SPACING) 2 ATTACH FLOOR TO FOUNDATION JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST JACK& KING STUD W/ BRIDGING TO JOIST,TOE NAILED 2 8a EACH END HH HEADER HANGER EXTERIOR WALL STRAPPING BLOCKING TO JOIST,TOE NAILED 2 8cl EACH END S-200 SCALE: 3/4" = 1'-O" BLOCKING TO SILL O,R TOP PLATE(TOE NAILED) 3 16d EACH BLOCK 5 1 WOOD BEAM&POST STRAPPING S 2OO LEDGER STRIP TO BEAM FACE-NAILED a EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) (3)8d PER JOIST BAND JOIST TO JOIST,END NAILED (3)16d PER JOIST S 200 SCALE: 3/4" = 1'-O" BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O C. STRUCTURAL_PANELS 8d 12"-24"O.C. THREADED, ROD NAIL WALL PLATE TO CONNECTING - SHEAR WALL END POST, RIM JOIST& SUBFLOOR SHEAR WALL ° HOLDOOW NS SHEAR WALL HOLD DOWNS AT SEE SCHEDULE W/16d AT 8" O.C. MAX FLOOR FRAMING NAIL WALL PLATE TO END POST, SEE THRU FLR END POST, SHEARWALL END POSTS SHEAR WALL SIMPSON HOLDDOWNS RIM JOIST& SUBFLOOR SCHEDULE SEE SCHEDULE-------, END POST, AT SHEAR WALL END POSTS W/16d AT 8" O.C. MAX ° ANCHOR HOLD DOWN W/ SEE SCHEDULE V ° —HOLD DOWNS AT LVL BEAM THREADED ROD THRU SHEARWALL END POSTS ANCHOR HOLD DOWN TO FILL CAVITY W/ INSULATION (3)- PLY MIN. MIDDLE PLY OF LVL BEAM THE TOP FLANGE OF STL SEE HERS RATING II TOENAIL RIM JOIST BEAM W/THREADED ROD SIB ANCHOR BOLT BY TO WALL PLATES W/ SIMPSON STRONG TIE 16d NAILS AT 8"o.c. BLOCKING 016"o.c. X TOENAIL RIM JOIST STEEL BEAM AT FND. SEE SCHEDULE CENTER JOISTS ON TO WALL PLATES W/ CONNECT JOISTS TO WALL 16d NAILS AT 8"o.c. PLATES W/ 4 -lOd. INSIDE FACE OF WALL ° HOLD DOWMJS 1„ ( ) AT SHEAR W/ALL a x5"x5" STL PLT NOTCHED SPLICE TOP PLATES 24" CONNECT JOISTS TO INTO LVL BEAM END POSTS (MIN.)ATJOINTS WALL PLATES W/(4)-10d. SPLICE TOP PLATES 24" AT FLOOR LEVELS AT LVL BEAMS AT STEEL BEAMS AT FOUNDATION (MIN.)ATJOINTS JOIST FRAMING ONTO WALL JOIST PARALLEL TO WALL -' " SHEATHING 6 TYP. HOLDOWN CONNECTIONS 2xSLEEPER SEE PLAN FOR SIZE S-200 SCALE: 3/4" = 1'-0" , EXTERIOR WALL DETAIL ' SHEATHING SHEATHING S-200 SCALE: 3/4" = 1'-0" ,`— -- SEE PLAN FLOOR JOIST WALL SHEATHING PANEL SHEATHING PANEL EDGE NAILING SIZE AND SPACING WALL SHEATHING PA PER NAILING PATTERN "A" PANEL PER PANEL EDGE NAILING SEE PLAN FLOOR JOIST PER NAILING PATTERN "A" SIZE AND SPACING RIM JOIST RIM JOIST 4" 16" 16" NAIL BOTTOM AND SHEATHING TYP. TYP. NAIL BOTTOM AND SHEATHING TYPICAL DECK STEP DOWN SEE NOTE 3 TO BLOCKING PER NAILING A34 FRAMING ANGLE TO BLOCKING PER NAILING "p" PATTERN "B" SEE SCHEDULE A34 FRAMING ANGLE 11 PATTERN "B" SEE SCHEDULE S-200 SHEATHING PANEL EDGE SHEATHING PANEL EDGEjoj _ I A NAILING PER NAILING PATTERN SECTION A-A 'A" SEE SCHEDULE SECTION B-B NAILING PER NAILING PATTERN "A" SEE SCHEDULE SHEAR WALL END POST, SHEAR WALL END POST, I E SEE SCHEDULE SEE SCHEDULE ' ® t /� 2x BOT.AND FLOOR SHEATHING. ° 2x BOT.AND FLOOR SHEATHING. I I HOLD DOWNS AT SHEAR A NAIL AND SHEATHING TO LVL HOLD DOWNS AT SHEAR B NAIL AND SHEATHING TO LVL 1I f A SECTION A-A SECTION A-A WALL END POSTS BLOCKING PER NAILING WALL END POSTS BLOCKING PER NAILING 2z 1(2 1 ROWS OFz•»» • ..•. .• . .• •• . 2-LVL 3-LVL ) PATTERN "B" ON SCHEDULE(2)- 2x TOP (2)- 2x TOP PATTERN "B" ON SCHEDULE AT 16" O.C.W/(4) BOLTS AT END SUPPORTS LVL BLOCKING qW SOLID LVL LVL BLOCKING �---_ NOTES: BLOCKING SOLID LVL 1„ BLOCKING 1. USE 14 LVL PER PLANS THREADED ROD CONNECTING BETWEEN I-JOISTS THREADED ROD CONNECTING BETWEEN I-JOISTS 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. 3. WHERE POST ABOVE OR BEAM LOAD "P" EXISTS, 3 3••» • • • • •• • • • • •• • »• • •• • •• • •• • •• • • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOLD DOWNS THRU FLR, HOLD DOWNS THRU FLR, ( )4 SIMPSON A34 FRAMING SIMPSON A34 FRAMING ANCHOR, PROVIDE (2)- ANCHOR, PROVIDE (2)- TYPICAL FLITCH PLATE DETAIL HOLD DOWNS AT SHEAR /� ANCHORS PER LVL BLOCKING HOLD DOWNS AT SHEAR B ANCHORS PER LVL BLOCKING 10 WALL END POSTS /� WALL END POSTS S-200 SCALE: 3/4" = 1'-0" 2x BLOCKING,AT PANEL EDGES e SHEATHING PANEL EDGE 2x BLOCKING,AT PANEL EDGES SHEATHING PANEL EDGE HOLD DOWNS AT SHEAR NAILING, PER PATTERN HOLD DOWNS AT SHEAR NAILING, PER PATTERN WALL END POSTS "A" ON SCHEDULE "A" ON SCHEDULE WALL END POSTS-----_ CAST IN PLACE HOLD ANCHORAGE OF P.T. CAST IN PLACE HOLD ANCHORAGE OF P.T. DOWNS AT FND. LEVEL FND. ELEMENT SILL TO TOP OF FND. DOWNS AT FND. LEVEL FND. ELEMENT SILL TO TOP OF FND. f— ELEMENT, SEE SCHEDULE ELEMENT, SEE SCHEDULE TYP. SHEAR WALL DET. PERPENDICULAR TO JOISTS 9 TYP. SHEAR WALL DET. PARALLEL TO JOISTS NOTES: 8 S-200 SCALE:3/4" = 1'-0" 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR S 200 SCALE: 3/4" = 1'-0" THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD OF THE INDICATED DIAMETER. ANCHORAGE OF P.T. SILL SHEATHING PANEL EDGES 2x BOT. AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH MARK LOCATION THICKNESS BOTH SIDES OF WALL TO TOP OF FOUNDATION WALL/ TO VERT. STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR EMBEDMENT /SOLID WOOD A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED Professional Seal Revisions HAUNCH SLAB 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. No. Date Rev. Title REFERTO 2......». . . » . . . . . . . . . . . . . . . . . . . . . . (6) SDS-x 2- OF N&pV SW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-Wac• 10d AT 6" O.C. 16d AT 6" O.C. HDU2-SDS2.5 SB 5/8x24 18" (2)-2x .<<G Y 1 06/16/25 PERMIT SET 1430 Indian Neck Ln. 1 1 1 BtJc O'A 2 03/13/26 MAJOR REV. SW 2 REFER TO 1/2" N 2.. �» » �lOd•AT 6"�O.C. 16d AT 6" O.C. HDU5-SDS2.5 SIB 5/8x24 181, (14) SDS 4 x 2Z �P '� FRAMING PLAN BOLTS AT 4'-0"o.c. (2)-2x * �� * 3 04/11/26 FND ELEV RE 4 --/--/-- m/ . w 5 --/--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, /� } w_i.L '� ,� SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS SHEET TITLE : c� 6 BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: �O 11 0 4r�Q !'� i BEFORE O N I TRACT DOCUMENTS RELATED T T PORTION THAT RTION OF THE WORK,AS AS THE HE VARIOUS CON INFORMATION FURNISHED THE OWNER 7 4 3 0 Indian Neck Ln . A�OFESSIONP� 8 --/--/-- ---- 33 Flying Point Rd. Suite 208 THHEEC CONONTRACC TOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY DY AND WOOD FRAMING DETAILS 'I # COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK P e c o n i c NY 11958 S - 200 I Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR / ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE NARK THAT ARE NOT CONSISTENT WITH INDUSTRY Design B y ST B STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner P.E. STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Seanb buchner-en ineerin .com KNOWN TO THE CONTRACTOR @ g 9 Principle /Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New C o n s t r u ct.i o n THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# ENGINEERING PLLC. BUCHNERENGINEERING _..__..._._......_.._..._._...-..__..._.........._...._.._...... ................................................................................... MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF Date 0 5/118/2 02 5 BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY , MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. SCa l e.1/4m = 1 -On JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall BEAM DETAIL y be cut 1y"round holes may above(must stack over wall below) Load bearing or braced/shear wall above anywhere in web outside of Plate nail, 16d(0.135x<3Y") at 12"on-center BEARING AT WALL ALLOWABLE HOLES - TJI Joists Plate nail, 16d(0.135"x 3 Y") When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- Blocking panel: 1y"TJ"Rim Board, (must stack over wall below when present) � � . . hatched zone if they are at 16"on-center at 16"on-center _ 1/ or%"TimberStrand''LSL or No load bearing L1 1 „ located 3"away horizontally Blocking panel: trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Y" at 6"on-center 1/ TJ"Rim Board or 1 Web stiffener ( ) TJI'"joist. wall above Blockingpanel: 1y"or 1%"TimberStrand" Min distance from Table A Min.distance from Table B (edge-to-edge) 1y"TJ'•Rim Board, %"or Plate nail-16d(0.135"x 3Y") p from a larger hole required on both Web stiffeners required on 2x4 minimum Web stiffeners 1Y"TJ"Rim Board, LSL or blocking for lateral DO NOT 1y"TimberStrand"LSL or at 16"on-center* 1 „ sides at A2W ONLY both sides at A3.4W ONLY squash blocks required each side 1/a or%"TimberStrand"LSL support cut or notch flange. TJI"joist Sheathing Floor panel Hall- boundary nails, at B3W ONLY or TJI"joist Strap per code if top - - '- - 8d(0.131"x 2Yz")at 6"on-center* 8d(0.131"x 2Y") 1y"or 1 y" Rim-to-joist Web Stiffeners required at 4"on-center I I TimberStrand" �s �] U • _ _ 6" each side at A3. W B1 61 W Web stiffeners plate is not continuous - -- nail l _ LSL rim board. required on both over column 6 _ - =i_-_.. Toe nail-10d(0.131 O O II sides of both joist 6" L 1 1::2 x Dt D1 Close/ grouped round L 2 x L D Y 9 P z z z 6" 6" oe nail, Toe nail, 1 ends a Y cut minim 1/ TJ"Rim Board, When sheathing d t B4W ONLY l x 3")at 6"on-center Column No field c minimu holes are permitted if um No field cut Do not cur Od 0.131"x 3" 10d 0.131 x 3" 1 7 12' Web stiffeners reqLWeb stiffeners recl DO NOT holes in (applies to all holes the group perimeter holes in holes larger t 6"on-center at 6'(on centerTJl' rim joist 1y"o/rr 1 y"T mberStrand"LSL. at f s boa i g to g e min. ondb62W ONLY B1W d of suerli a End ofjoists at L2 BEARING FOR DOOR cut reinfo cement. zone5ed except knockouts) meets requirements for hatched than 1%-in Web stiffener ) Toe nail-10d(0.131"x 3") pp OR WINDOW HEADERSupport round or square holes zones cantilever q Must have 1%"minimum * Table A - End Su ort required on both Install proper blocking to Blocking panels may be required BEAM TO BEAM pp at 6"on-center p P g Blocking panels may be required with braced/shear Strap per code if to late is Minimum distance from edge of hole to inside face of nearest end support sides at Al W ONLY joist bearing at ends. Attach * support all anal edges B2 B2 g P y q ••••••��••���••with braced/shear walls above or P P P P CONNECTION pp Al Al W* A2 A2W* j. r 8(9(9(9 PP pg Onm josst per A3 detail. «»............... . O O ..». 64• 64W JoisTOO ....................... not continuous over heade ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.4 A3.4 * Nail through 2x_cantilever,wood backer and L3 DEPTH TJI" *For additional installation specifications see Rim Board Details and Irnstallation in A3W A3.1 eA3.2 @A3.3 For additional installation specifications see Rim Board 3. TJI"joist web with 2 rows 10d(0.148"x 3") 2 3' a" s sy�" r' s�' t1" 13 2" 3' a" 5" sy" �" a� 11 13O Details and Installation in Weyerhaeuser Installation Guide 1Y8"TJ"•Rim Board or 1y"or%"TimberStrand" nails at 6"on-center,clinched. 110 1'-0" V-6" 2'-6" 3'-0" 5'-6" V-0" 1'-0" 2'-6" 3'-6" 4'-0" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001.. Blocking 1 .. ', zto r-o•' r-6° r-s" 3'-0" 5-s" r-o" z'-a' r-6° a'-o" s-o" for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d(0.131"x 3")nails,one each at panel Use 16d(0.135"x 3% )nails with 3/z"TJI•' 91z 230 1'-6" z'-O" 2'-6" S-6" 5'-6" V-0" 2'-O" T-O" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with joist flange widths. 360 r-6" 2'-0" T-O" 4'-0" s'-a' 1'-6" 2'-6" 3'-6" 5'-0" 5'-6" connections equivalent to floor panel schedule. 560 1'-6" 2'-6" T-6" 5--0" T-0" 2'-0" S-0" 4'-D" 5'-6" 6'-0" 110 1'-0" 1'-0" 1'-6" 2 0" 2'-6" T-0" 5'-6" 1'0" V-6" T-0" 2'-6" 4'-6" 5'0" 6'-0" rein"length of TJI"joist 8"diameter maximum hole for 11 et- 1k"TJ"Rim Board 14"or 1%"TimberStrand" Top mount 210 1'-0° r-6" 2'-0• 7-0" 3'-0" T-6" s'-0" r-o" r-6" r-6" T-O" 5-0" 5'-6" 6'-6" reinforcement and filler 16"deep blocking panels;6"diameter 4'-0"length of 7 ' _ block. Use 4'-0"length maximum for blocking panels 9Y" LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist hanger lix" 230 r-0" r-6" z'-o" 7-6" T-0" T-6" 6'-6" r-o" T-O" 2'-6" T-6" 5'-6" 5'-6" T-o" 9 8"diameter maximum hole for 11/ 9 one each at to and bottom flange. Face mount 360 r-6" z'-0" 3'-a' T-6" 4'-6" 5'-0" T-a' r-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" T-6" 3q"reinforcement � 7 '� P g with one 8d 0.131"x 2y") sso r-s" r-s° 3'-a' a'-a' S'-s° rein" 8'-0" 2'-6" 3'-6" 4'-6" 5'-s" 7'-0" T-s•• s'-o'• 8"diameter maximum hole for 16"deep blocking panels;6' diameter with 9y"and 11/ TJI" eep or shorter than 12"long. ( Do not cut flanges. Attach reinforcement to joiist nail at each corner 7 on one side at E2, maximum for blocking panels 9y" joists. 9 BEARING AT hanger tto r-a' r-o° r-a' r-o° r-s° r-o° 3'-a' S'-s•' r-o'• r-a' r-s" z'-o" 3'-s" a'-o" 6•-0'• s'-o" Web stiffeners 11/"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2y")' Horizontal blocking CONCRETE WALL 110 rise r-o° r-a' r-6" r-o" r-6" 3'-s° s'-D" r-o" r-o" r-o' r-6" T-0" 4'-6' 6•-6" 8'-s" deep or shorter than 12"long. „ nail at each corner 14" 230 r-a' r-0" r-o" r-6- 2'-s- 2'-6" a•-o" T-a' r-0" r-0" r-0" 3'-0" 4'-0" 5'-0" T-0" 9'-0" Load from above required on both 6"diameter maximum for Do not cut flanges. 1Y"TJ"Rim Board 1Y"or 1y panels between each sides at E1 WON LY blocking panels 9/"deep or TimberStrand"LSL. Nail with joist. Nail to top plate with O° L4 BEARING AT 360 1'-0" t'-o" t'-s•' 2'-6" 3'-s" 4'-D" 5'-6" a'-o" V-0" V-6" 2'-6'• 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" shorter than 12"long. 3 " connections equivalent to (� 560 1'-0" t'-0" 2'-0" T-W 4'-6" 5'-0" 6'-6" 9'-01, 1'-6" 3'-0" 4'-0" 5'-0" T-0" T-6" 9'-0" 10'-0" „ 10d(0.131' x 3')nalls,one 12' length of/a q Wood � COLUMN Ys Do not cut flanges. 1Y"TJ'•Rim Board or 14"or 1y" each at top and bottom flange. reinforcement on floor panel schedule. backer aFv�e.1e� oa\`11 110 r-0" r-0" r-o" r-0" r-0" r-o" r-0" T-0" 5'-0° r-a' r-o' r-o' r-s° T-0" T-0" 5'-6" T-6" 10'-0" TimberStrand'•LSL. Nail with 10d one side at E5, 3 es man\v\ ads L5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" T-0" T-6" 6'-6" 8'-0" 11'-0" 12"length of/" w� 16" 230 1'-0" 1'-0" t'-0" 1'-0" 1'-6" 1'-6" 3'-0" 4'-0" T-o" 1'-0" 1'-0" 1'-0" 2'0" 3'-6" 4'0" T-0" 9'-0" 11'0" (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 F1 applies to 1\1 tiv\e� Ott reinforcement on one side (� �� 360 17-0- 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" to and bottom flange. joist web with 3 rows Full depth vertical uniformI ca \r as I; P g ) at ET both sides at E8 F1 y \e�`g l sso r-o" r-o° r-a' r-o" r-s" 3'-0" 5-o" T-s' ro'-o" 10d(0.148"x 3")nails at 6" blocking between loaded joists . • ' Attach reinforcement „ on-center,clinched. Use 2 each joist Only. 4" 6" 7" a" 10" 12" 1a%" 1s%" 4" 6" 7" 8" 10" 12" 14%" 16%" 2x4 minimum to joist flange with O 7 „ E7 E8 Less than 5" 360 r-a' r-D" r-a' 2%0" 4%0" 5%6" 9'-6" 1'-0" 3'-0" 4'-6" j g 'L' � rows with 9y"and 11/ Less than 5' 1s•• squash blocks .I I �R` Protect untreated wood from Verify column capacity 560 r-0- r-0" r-o" T-O" 4'-6" T-0" 10'-6" r-o" 5-0'• 6%6° p 8d(0.131"x 2y")Halls at 6" a� TJI"joists. 1Ya"TJ"'Rim Board or 2'\�utn on-center.When reinforcing E5 E6 /Gap*: WEB STIFFENER ATTACHMENT direct contact with concrete and beam bearing 20„ 360 r-o" r-0" 1'-0' 1-0- 2'-0" a'-o" T-0" 10'-0" CS Use 2x4 minimum squash blocks to 1Y"or 1y"TimberStrand"LSL. Face grain a+ O y"minimum length.See current 560 r-0" r'-o- r-o" O horizontal � both sides,stagger Halls. E4 1 2%"maximum transfer load around TJI•Voist Nail with 1Od(0.131"x 3") O Not for use with 3/2"TJI-•joist flange widths 1" Weyerhaeuser literature. O� p O O � g (1y"for TJI" � Nailing: Table B - Intermediate or Cantilever Support E1 E1 nails,one each at to and E2 E3 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su port bottom flange. EXTERIOR DECK ATTACHMENT Option#t1: 560,560D) See table below. TJI"'�oist blocking with eind COLUMN DETAILS JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Apply subf/oor j g • L Web stiffener both sides. TJI" DEPTH Structural exterior sheathing blocks installed at joist-spaan r' 3" a" s' By," r• a;�•• tr' 13" z•• 3•• a" s' sy" T' a/•• tr• 13•• adhesive to all See table below. *With point load from above,and no support Flush bearing plate required. Flashin locations usiing 110 r-0" 2'-6- T-6" 4'-6" 7'-0" r-s" r-s" 3'-6" 5'-6" 6'-6" Double TJI' Joist Filler Block: g contact surfaces below,install web stiffener tight to top flange BEAM ON ELEVATED Hanger height must Hanger Backer Block: Install tight MaximumY"overhang two 8d(0.113"x 2%2") Tight fit* (gap at bottom flange) 210 z'-o" r-s° 3'-s° 5'-0° a'-o" r-o•' 3'-0" a'-o•' s'-s" T-s•' be a minimum of 60% Attach per the table. g ) COLUMN CAP COLUMN BASE COLUMN BASE 9y" 230 2'-s" 3'-0" a'-o' S-6° s'-s" r-a 3'-s° a'-s" s'-s" T-s' to top flange(tight to bottom permitted at beam. Treated 2x nails or ll of jofst depth Nails shall be driven from - n Nailing Requirements flange with face mount hangers). a 2 "screwvs, Depth Minimum Web 360 3'-0° a'-o° 5'-6° s•-s° 9•-0° 3'-0" a'-s° 5'-6" T-s° a'-o" alternatingsides.Clinch nails gledger \sQ Yz p Clinch nails when possible. o�S a+• typiccal TJI"Joist Series (in.) Stiffener Size Type Number Nails I 560 3'-s° 5'-0° s'-o° 7'-s° 10•-0° a'-o" 5'-s" seise• a'-o'• 9'-0" when possible. See fastener End Intermediate I ito r-o° r-o' r-s° r-s° a'-o" 4'-s" s'-s" r-a' leis' z'-s' a'-o" T-U' 7•-0" 9-s' table below. Maintain 1Y"TJ"Rim Board or 1Y" vo 5 „ 5 ,,,, r-o° r-o' 3'-0° a'-s° 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" e'-o" a'0" 10'-0" or 1y' TimberStrand" LSL. 110 All /e x 2/s 8d 2"distance(minimum)from 210 All %"x 2%6"( 11W 230 r-a' 2'-0" 2'-6" T-6" 54' 5'-6" 10'-0" V-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" Top mount edge of ledger to fastener. ri (0.113"x 2Y") 360 2'-a' T-O" 4'-0" 5-6" T-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" T-o" 9'-6" 9'-6" 11--0" hanger II ll g g '-' Option#2: 230&360 All X"x 2Y1s'(1) 3 3 P1 •. •� 5so 1'6" T-0" 4'6" 5'-6" 8%0" 8%6" 12'0" 3'-0" 4'-6" rein" 8'-0" 10'6" 111-0" 12'-0" Fastener Allowable Load(2)(Ibs/bolt) 2x_strapping installed at Y3 16d P2 110 r-0" V-D" r-0" r-a' T-o" 2'-6" 4'-6" e'-6" r-0" r-0" r-o" 2'-6" F-0' 6'-a• 9'-0" 12'-0" Backer block y"Through bolt joist-span locations using two 560 All 2x4 P3 210 r-o° r-o° r-o° r-o' r-s" 3'-0- 5-6" 9'-6" r-0" V-0" Z-0" T-6" 6'-0" T-0" 10'-0" 13'-0" Face mount (0.135"x 3y") 14" 230 1'-0" 1'-0" 1'-0" T-O" T-s" 4'-0" 6'-0" 10'-6" 1'-0" 1•-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0'• 13'-6" hanger both sides of web Rim Board Material y"lag bolt y"Through bolt with Air Space 2%"screws per joist,typlcail Optional 9 18' 4 4 360 1'-0" 1'-0" T-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" V-0" 2'-0" 4'0•' 5.6" 9'_0" 10'-0" 12'-0" 14'-0" with single TJI"joist 1y"TJ••Rim Board(') 480 695 16d non-shrink grout 1 4"TimberStrand"LSL 610 725 615(4) Option#3: 560D 20" 2x4(z, 5 5 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" Web stiffeners required if sides of Direct/ applied ceiling 22'(3) (0.135"x 3y") 6 11 110 r-0" r-o" r-o- r-a' r-0" r-a' 2'-6" 5'-0" 8'-6" 1'-0" 1'-0" 1•-0" 1'-0" T-6" 4-6" 8'-6'• 11%6" 15'-0" hanger do not lateral) support at With ttop mount hangers,backer block required only 1 Y"TimberStrand••LSL 675 725 Y PP 9 (3) 210 r-0" r-0" r-0" 1'-0" r-0" r-a' T-6" s'-o" 10'-01• r-o" r-01, r-o•' r-6" 4'-6" 5•-6" 10'-0" 12'-6•' W-0" H1 93 „ Y la H2 for downward loads exceeding 250 Ibs or for uplift H3 (1)Corrosion-resistant fasteners required for wet-service applications. 24" 6 13 16" 230 1•-0" r-0" 1'-0" r-0" r'-6" r-a' 4'-0" 6'-6" 1 r-0" r-a' r-01, r-0" 2%6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" O least/ of TJI"'joist top flange O - O LA 2 Allowable load determined in accordance with ASTM D7672. P61 When Specified On the layout, one Of W (1) PS1 or PS2 sheathing,face grain vertical 360 condiftions.For nailing requirements see page 5,TJ O O O r-o" r-o" r-o' r-o° 3'-0° 4'-0" 6'-6" 10'-0" 13'-6" r-o" r-a' 2-0' a'-0" T-6" B'-6" 13'-0" 14'-6" 1T 0" Weyerhaeuser ins allation G Guide for Floor n O 3 %"TJ"Rim Board is allowed with joist depths-s 16"only. the bracing options above is required 2 Construction grade or better 9001, t U O oo and ( ) - Y ( ) g 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" Roof(Framing, TJ-9001. (4)Maximum y"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI"560D Joists a" s" T' s" 10•• t2•• to%" is%" a•' s•• T' s'• to" tz'• to%" ts3/," NAILING AT BEARING FLOOR 76„ 360 r-0" r-0" 1'-s" T-0" 6'-0" 9'-0- 14'-6" 1'-0" 4%0" 6'-6" 9'-0" 14'-6" W-6" W-0" Multiple-Member Connections for Top-Loaded Beams (FLOOR) 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0•' 15'-6" V-0" 6'-0" 8%6" 11'-6" 16'-6" 18'-0" 19'-6" Fastener Installation Requirements / Joists must be laterally supported at cantilever .... ........... ........ ............... Squash$locks•to TJI''Joist 20„ 360 r-a' r-0- r-a' r-0'" 3'-0" 6'-0- 11%0" 15'-0" 1'-0" 1'-6" 4'-0" T-O" 12'-6" 16'-6" 19'-0" 20'-6" Fastener and end bearings b blocking panels, hangers,or Joist may be shifted up to 3"if sso r-a' r-o" r-0" 1'4" r-s" F-6- 11'4' 15-6" r-o" T-O" U-0" 8'-6" 14'-0" Piece #of 9 Y 9 P 9 (Load bearing wall above) direct attachment to a rim board or rim oist. 1Y"TJ"'Rim Board or floor panel edge is supported Rectangular holes based on measurement oflongest.side. Width Plies Type"' Min. Length #Rows O.C.Spacing Locatiion When fasteners are required on both DO NOT bevel cut joist j 14"or 1 y"TimberStrand••LSL. One 1 Od(0.128"x 3") and span rating is not exceeded. • LeaveY"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. Z) sides,stagger fasteners on the second beyond inside face of wall. Do not cut joist flanges. • Tables are based on uniform load tables in(current design literature 10d nails 3" 3 One 8d(0.113"x 2y") nail into each flange 1 9 12" side so they fall halfway between • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located 2 12d 16d nails 3y" 2'Z' One side nail each side. Drive Plumbing Drop fasteners on the first side. at the center of the joist span provided than no other holes occur in the joist. Screws 3%"or 3y" 2 24" E1 nails 1 "f angle at 10d nails 3" 312j I \I I /I least 1/ from end. 12" Both slides DO NOT overhang seat cuts 12d-16d nails 3 X" 2(2j on beams beyond the inside 3y"minimum 3 3%"or 3y" Both slides face of support member, 3 ", intermediate bearing Screws 2 24" Load must be applied evenly \ 1/a minimum end bearing g Also see detail 62 5" One side across entire beam width. single-family applications 5y"may be required for maximum 10d nails"' 3" 3(2' One s3ide Otherwise, use connections H2 Shear transfer:Connections equivalent capacity (3, (z) 12" (per poly) for side-loaded beams. Al Rim board joint to floor panel nailing schedule 12d-16d nails 3 y" 2 4 between joists 5"or 6" Both ssldes CE2 j 1 Rim to TJI••Joist Additional joist is required if Screws 2 24" Multiple pieces can be nailed or bolted together to Ilk'TJ"'Rim Board, floor panel edge is unsupported 6 3/" One side •.� • 3. TJI"560 rim joist:Toe P 9 PP L6 form a header or beam of the required size, up to a 1Y"or 1 y"TimberStrand''LSL. nail with 1Od(0.128"x 3") or if span rating is exceeded. 5"or 6" Both sides maximum width of 7" 3Y Screws 3 2 24" One 1Od(0.131°xo3')nail into nails,one each side of 2 6/" One side TJI"joist flange TJI'"560 each flange INSTALLATION TIPS ALLOWABLE HOLES - Headers and Beams y"bolts 8" 2 24" - I L1 floor joist TJI"210,230,and 360 rim joist: - (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK* CS One 16d(0.135"x 3y")nail into •Subfloor adhesive will improve floor performance, but 1.55E TimberStrand' 'LSL Headers and Beams (2)An additional row of nails is required with depths of 14"or greater. TJI"rim joist Li each flange. may not be required. 2 x diameter(of the 3 When connecting4-ply members, nail each I to the other and offset nail rows b 2"from the rows in the I below. 3 with depths> 16", use TJI"360 rim joist. largest hole(rminimum) ( ) p y ply Y ply L3 1/"minimum bearing P j Squash blocks and blocking panels Carr stacked Top View q g P Y Y depth Allowed hole zone A2 Locate rim board joint between joists. vertical loads(details B1 and 132). Packing out the web FASTENING of FLOOR PANELS BEAM ATTACHMENT at BEARING of a TJI"joist(with web stiffeners)is not a substitute Guidelines for Closest On-Center Spacing per Row for squash blocks or blocking panels. r --- TJI•tfl(zl Rim Boaird 1�. B1 Nail Size 110,210, 360 and TimberStrand"LSL TimberStrand"LSL Microllam" Parallam' ° _ O __ __ O H1 1Y"TJ"Rim Board or •When joists are doubled at non-load bearing parallel ° 1.55 E TimberStrand••LSL 1Y' TJ or wider LVL PSL partitions,space oasts apart the width of the wall for and 230 560 Rim Board 1be 1�' B2 1Y"or 1 Y2"TimberStrand"LSL. p P j p Header or Beam Maximum Round 8d(0.113"x 2y"),8d(0.131"x 2y") 4" 3" 6" 4" 3" 3" 4" 4" plumbing or HVAC. Depth Hole Size 10d(0.148"x 3"),12d(0.148"x 3y") 4"(3) 4"(3) 6" 4" 3" 3" 5" 4" 9Y"-91/z" 3" 16d(0.162"x 3)z') 6" 6" 16'va) 6"(6) 6"(6) 6"(6) 8"(<) 6„ G B3 See framin Ian If a licable or Additional joist at plumbing drop(see detail). 14"-16" a5 Drive nails at an g p ( applicable) Y8„ x One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor General Notes See illustration for allowed hole zone (1)Stagger nails when using 4"on-center spacing and maintain%"joist and panel edge distance.One row of fasteners is permitted(two at abutting angle to minimize Y panel edges)for diaphragms.Fastener spacing for TJI"joists in diaphragm applications(cannot be less than shown in table.When fastener spacing for Use B1 or B2 at side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum • Allowed hole zone suitable for headers and beams with blockingis less than spacing shown above,rectangular blocking must be used in lieu of 7rJI'Joists. - 1y"minimum from end end and intermediate bearing lengths. uniform and/or concentrated loads anywhere along the member. � P 9 9 ••• 9••»• J I t' I- 9 9 Y 9 ...»..»...._...... ».._......... .-.«.....»»...». .. .»...«....»...»...»»..».»«...» .»..»»........»»»» ».»»»...»»»..»»».«»..»»». « j34 Intermediate bearings ...» .»»..».»...»«. ..»..««....«.»..».».......»...».....»..».....»......»»..»«...»......»».»»»»...»»»»....».»»»».»....»»». »»»»»»».»»».....»..» • Round holes only with load bearing or • No holes in headers or beams in plank orientation. (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1%"(to minimize splitting). braced/shear wall (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1/"(to minimize splitting). WARNING(6)Can be reduced to 3Y2"on-center if nail penetration into the narrow edge is no more tfhan 1y,"(to minimize splitting). End of'oists from above Other Trus Joist* Headers and Beams .».... . .....»._..»»..»........»»._»..».».....».»«..»..._...»...,».«.«...«.. ..«»....«.....«...«..«......................................End gjoists ......... ... ....... ..... ............. . ...... ..... .. 1Ya"TX Rim Board or Joists are unstableuntil braced laterally B recommendations listed above. at Centerline O ••••• ••• - a g g Stint Lines g Hangers a Rim Board Rim Joist 1.3E TimberStrand•• anldrParallamv PSL 2 x diameter of the - ••- •• -•-••••-•»••»•�•yoists•fsr+6+brreenter of support L2 � � 1 ' or 1 2 TimberStrand' LSL. Bracing Includes: •»•«••»»•-•- ••»•••••••-•-••»•»••••»•••»»y�')nails ifiminimm-penetration of I l u into-the of firm board is achieved. Blocking Sheathing I LSL hole zone hole zone /depth largest hole(minimum) ••+o minimize splitting,maintain edge distance and row spacing of 2 x nail diameter or%",whichever is greater. •••• •»••••• ••»,,,••••••»»- H1 DO NOT cut,notch or drill ,. ...._..... o l .»..».... . .....».....»..»....«. ............» .»... . . .....» .. «.«...»»......yhc•,+ef1'+aeYrseryt+sta�lativrr6+xfeie•fvr�foor•••....»................ p � l � -- � In-d* Roof Framing, TJ-9001. -' d holes in headers or bein ams TJI• •joist floor framing does o ` _ _ except ass and indicated e ° L___ _J ° ° illustrations and tables. • / r o 0 0 not require biridging or o / Microllam"LVL and Other Trus Joist•*Beams \ . / DO NOT walk on joists DO NOT walk on joists DO NOT stack building materials mid-span blocking L4 ° / Parallam"PSL Header or Beam Maximum Round °• °n �" Exterior[deck until braced. that are lying flat. on unsheathed joists. Stack allowed hole zone Depth Hole Size FILLER and BACKER BLOCK SIZES , ' o S o Attachme)nt DO NOT use sawn INJURY MAY RESULT. WARNING NOTES: only over beams or walls. middle y span 4%" 1" °< ,° ' lumber for rim 5%„ 1%„ TJI"Joists 110 210 230 or 360 360 560 560D a • Structural board or blocking, Lack of proper bracing during construction can result in serious d 1.3E TimberStrand••LSL allowed hole zone d Depth ° sheathing p 9Y"-11%" 14"-16" 9Yz"-11%" 14"-16" 9Yz"-11%" 14"-1s" 18"-20" 11%' 14"-16" 18"-20" 22"-24" o as it may shrink accidents.Observe the following guidelines: 7y, 20 2 See illustration for Allowed Hole Zone o after installation. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI••joists must be completely installed and properly nailed General Notes Filler Block(f) 2x6 2x8 2x6+�" 2x8+%" 2x6+Y" 2x8+Y2" 2x12+y" Two Two Two Four%"x 15" o Use only 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing o Safety bracing(1x4 engineered lumber, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay • Allowed hole zone suitable for headers and/beams with uniform loads only. 2x6+%" 2x10+%" 2x6+yz" 2x10+y2' Protect untreated wood O minimum)at 8'on-center(6' 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. • Round holes only Cantilever Filler 2x6 2x10 Not on-center for TJI'110 joists and Without this bracing,bucklingsideways or rollover is highly probable under light construction loads-such as a worker or sheathing sheathing sheathing sheathiing Not applicable from direct contact with See ALLOWABLE g' y g y g • No holes In cantilevers. (Detail E4) 4'-0"long 6'-0"long applicable o ) one layer of unnailed sheathing. 4'-0"long 6'-0"long 4'-0"long 6'-0"tang concrete 1%"knockouts H3 HOLES extended to a braced end wall. y 4.Sheathing must be completely attached to each TJI"joist before additional loads can be placed on the system. • No holes in headers or beams in plank orientation. Backer Block(1) at approximately Fasten at each joist with (Detail F1 W or%" Y4"or X" %"or 1" Net 2x6 2x8 2x12 Two%"x 15" 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. or H2) sheathing 12"on Center two 8d(0.113"x 2Y2")nails minimum 6.The flanges must remain straight within 1/2"from true alignment (see WARNING). Warnin Drilling, sawing, sanding or machining wood products generates wood dust.The paint and/or coating on this Filler (0.131"x 3 2') g: g, g, g g p g p g Nail Size (0.131"x 3") Bearing late to be product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California ir� Backer (0.131"x 3") p � 9 P Professional Seal r'rCeVlSlon$ flush with inside face to cause cancer. For more information on Proposition 65,visit wy.com/inform. Nail Filler 32 50 Quantal (z) 15 of wall or beam No. Date Rev. Title Y Backer 15 15 Weverhaeuser FORESTRYSUSTAINABLE OF NEw y 1 06/16/25 PERMIT SET 7 4 30 Indian Neck L n. 1 If necessary,increase filler and backer block height for face mount hangers and maintain ' a at to of joist;see detail W.Filler and backer block ( INITIATIVE A We erhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of ( ) ry. 9 9 gap P 1 �p��- �5� dimensions should accomodate required nailing without splitting(12"min imum for backer blocks and 2�4"minimum for filler blocks). "7`"` (2)Clinch nails when possible. Y g • ••••••••••••• • •••• •2i)�0 Weyerhaeuaeri�lf2•GDmpany. All rights reserved. ��' BVC' 'A 2 03/13/26 MAJOR REV, Certified Sourcing �' This sheet is inten(ded as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Dee Depth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. wwwsrll' a September2020 ReorderTJ-4015 3 04/11/26 FIND ELEV RE � 4 --/--/-- ---- m w 5 --/--/-- ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, `(j1 u�_y ,. 6 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS SHEET TITLE : BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL Q 110 424 �/ BEFORE STARTING EACH PORTION O THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck L n ■ S - 201 CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION /� n /� ///��� �OFESSIONP 8 --/--/-- ---- FURNISHED BY THE OWNER. � I I FRAMING D /� "/t I N� DETAILS ���I �C :33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND J I `A �f I J COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK P e c o n i c NY 11958 SOUthampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR I %" r• ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT (Office: 631 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT W TH INDUSTRY Design n By ST B 1\ ) STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner, P.E. „ STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE ,Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR Principle / Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Buchner Engineering PLLC Sheet# THE CONSTRUCTION DOCUMENTS)1MTHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER ENGINEERING PLLC. BUCHNERENGINEERING ....."..__..._._......_.._..._._........__..."......._.._...._.._...... ................................................................................... rDate 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Ca I e.1/^" = 1,-0 i1 MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC Outlooker Detail) Hip/Valley Intermediate Support Dormer Framing 1 x_or 2x ceiling joists Heel Connection (Platform) lateral bracing at 48" Connect rafter to hip with five 16d (0.131"x 34") nails. ROOF FRAMING DETAILS on-center or as specified Connect rafter to valley with 16d (0.131"x 3,4") nails per table below. Header joist see plan Toenail header to rafter with four 16d (0.131"x 3/a") Ridge Connection Four 16d (0.131" x 3A") nails nails from each side, or use a hanger for reactions TimberStrand"LSL rafter at each end of strap/cleat exceeding 500 lbs. See Framing Connectors tables TimberStrand"LSL or Toenail with four 16dl (0.131"x 3,4") nails Attach blocking to Microllam"LVL ridge board each side, or four 16(d (0.131"x 3Y4'") nails rafter with two 16d Toenail hip/valley to in Weyerhaeuser Roof System Guide, TJ-9005 for (0.131"x 3Y4'") nails post with three hanger capacities. through ridge into rafter Sheathing or other lateral Hip member or TimberStrand" bracing as required valley beam nails(per side ) LSL rafter Lateral blocking per 2 times joist spacing, minimum Sloped bearing surface code or for lateral Attach post to bearing wall or wind requirements TimberStrand"LSL beam with three 16d (0.131"x Beam or ceiling joist ceiling joist 3Y") nails per side sized to support post A23 or A3 clips each side. 2x TimberStrand* plate Structural sheathing " Additional connections may be required (Addresses lateral load only, (connection design may be to resist wind forces in high wind zones not intended for wind uplift.)* required, contact your 3" maximum rafter Weyerhaeuser representative) Rafter-to-Valley Connection Rafter Roof Snow Load seat cut overhang Attach plate to rim with On-Center Sa am 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL See plan for member Minimum Ridge Board Depth 16d (0.131"x 34") nails Spacing p at 12"on-center Number of 16d (0.131"x 3 Y4") nails required Rafter Piitch "Angle Clips 6' S 5 5 Rafter 4:12 to 9:12 10:12 to •11:12 12:12 Hanger Nailing Ceiling outlookers 16„ 12' S 6 8 Size Type Clip To Plate Rafter/Ceiling Joist at hip end 18' 6 9 12 Ridge Board Sizes Yp p g Rafter Connection for Thrust: R 2x6 2x8 2x110 2x10 O •For lap connection nail quantity regt�t�@qfB, see Rafter Span and Heel 24' 8 12 Open, see plan nn 10dx1y 20 2x8 2xl0 2x1,2 2x12 A23 t116r� 1y Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 6' 5 5 7 l Od P -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. O 24„ 12' 6 8 11 2x10 14" 14" 14" T A3 1 od x 1y" 10d x 1%" - If 8-15 nails required, use two A23 or A3 clips, each side. 24 18' 9 13 2x12 14" 16"' 16" Structural Connectors- 24' 12 * * T Contact your Weyerhaeuser representative for additional connection information. Trimmer joist see plan Heel Connection (Lap) TimberStrand* LSL rafter Sloped hanger Valley -to-Hip Connection Hip/Valley Low End (sloped/skewed if roof Hip/RidgeNalley/ Post Detail Hip member or pitches are unequal).(') Hip member Sheathing or other lateral valley beam TimberStrand* LSL or Hip/valley 3"Maximum rafter bracing as required Microllam'LVL ridge board Notch TimberStrand' depth(d) Depth off hip/valley seat cut overhang hip/valley to sit on post (minimum of 75%of original at seat(cut(y). See tabhle below Ridge board.Toenail member depth must remain). ridge-to- hip with four Toenail hip to ridge with five 16d (0.131"x 3Y") nails. 16d (0.131"x 3Ya'") Connect rafter to nails TimberStrand* LSL valley using 16d Attach blocking to rafter with ceiling joist (0.131"x 3Y") nails(z) two 16d (0.131"x 3 a") nails R 16d (0.131"x V4") nails Attach hiip/valley member to plate 27 for heel/la connection* Valley beam. Connect to hip Lateral blocking per code or p Post or bearing wall with threee 16d (0.131"x 3Y4") nails member with sloped hanger. per side for lateral wind requirements (Toenail ceiling joist to top plate Toenail rafter to top plate with with two 16d (0.131"x 3Y4'") nails HipNalley Depth Contact your Weyerhaeuser representative for sizing of a hip Minimum Percentage of Original Hip/Valle Depth Required or valley with a point load. three 16d (0.131"x 34") nails Member Type TimberStrand•LSL Microllam LVL TimberStrand"LSL rafter (')See Framing Connectors in Weyerhaeuser Roof System Guide, Hip Member 1 30% 1 50% R TJ-9005 for hanger capacities. TFor heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90%Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 5 Calculate percentage as y/d x 100 (2)See Rafter-to-Valley Connection table in Detail R26 above. Aft ROOF DETAILS i AV General Notes A Weyerhaeuser Unlless otherwise noted, all details are vallid to a maximum slope of 12:12. Joiists>16"have a maximum slope of 3:12. 2x4 one side. Use 2x6 i V-cut shear blocking-1y"or 1y" 2x4 one side. Use 2x4 both joist spacing is greater than Weeb stiffeners are required with all 22"and TimberStrand"LSL rim board 24'' joists and when the sides of the hanger Beveled web stiffeners required on INTERMEDIATE BEARING sides if joist spacing is 24"on center. do not latterally support at least 8"of the both sides.Cut to match roof slope. F reaer than 24"on-center. t,. Blocking panels or shear blocking may be Two rows 8d ���� g TJII"joist top flange.Also see framing plan. Web Stiffener required on specified for joist stability at intermediate supports (0.113"x 2J y")nails Shear blocking- both sides at R3W ONLY at 8"on-center T1}f S g Web stiffeners Twist strap and backer block required at / j 10d(0t 8" x 3") �� nails at 8" lye'TJ"Rim Board, required on both R7S with slopes greater than 3:12. See ii on-center 14"or%"TimberStrand" Variable slope seat Birdsmouth cut sides at R7W ONLY Nailing Requirements at Bearing in LSL or TJI"joist. connector must not Weyerhaeuser Installation Guide for Floor i TJI"joist flange overhang inside and Roof Framing,TJ-9001. / Beveled 2x4 block Web Stiffener required on must bear fully on face of plate. / both sides at R1 WON LY plate. Beveled 2x4 block with • Beveled bearingbeveled web stiffener on 2 �� Y ` adjacent span maximum plate required`L v 0 / a� Beveled web stiffeners Y3 Beveled bearing plate � when `Lv opposite side of web � on both sides 2x4 block for soffit support slope exceeds y:12 O �a BIRDSMOUTH CUT allowed at low end of joist only O BIRDSMOUTH CUT allowed at low end of joist only required when slope R8 exceeds 1Y4:12 R3 R3W R5 �R) R7S is allowed only with joist depths< 16" R9 O O O BIRDSMOUTH CUT allowed at!ow end of joist only R7 e }� `%adjacent span maximum Backer block:Install tight to bottom Double joist R1 R1 W Filler block:Attach per the flange(tight to top flange with top mount SHEAR BLOCKING and VENTILATION HOLES(Roof Only) O 0 table below. hangers).Attach per table below. 1 may be required �y� when L exceeds L Clinch nails when possible. LSTA18 strap nails at HISS Field trim to match joist depth at outer edge Y joist spacing with slopes greater than 3:12 of wall or locate on wall to match joist depth. � L Y Use 1 y"TY*Rim Board with depths s.16". Beveled web Y Blocking stiffener each Strap nails: Leave 2YB"minimum end Allowed hole zone /as required side of TJI"joist web distance Y X 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 2x_overhang. Notch TJI"joist flange must side's if joist spacing 4 LSTA18(Simpson Strong-Tie* USP Structural Connectors)strap with twelve Variable slope joist hainger. Beveled TJI 1 ist top Two rows 8d(0.113"x 2y ) Structural Connectors*)strap with 10d(0.148 x%")nails required at H5S with web stiffeners requireed on both sides. Y around "o o bear fully h pate nails at 8"on-center �1_6 greaater than 24"on-center. End wall flange. overhang i cut must not twelve 10d(0.148"x 1y")nails slopes greater than 3:12 Y2 overhang inside face of -11y„ Additional blocking Additional blocking TJI"Flange Block Nail plate. 7 may be required for may be required TJI"Depth, D Width Type Size Quantity Maximum allowable V-cut BIRDSMOUTH CUT allowed O / shear transfer for shear transfer. less than 3y" For TJI" Filler '10d(0.128"x 3") 10 BC joists with slopes of 10:12 to 12:12,the vertical depth of at low end of joist only Filler Strap nails: gy"<p<16" Backer '10d(0.128"x 3") 10 shear blocking at bearing will require 1%"TJ"Rim Board or 1y"or Filler 116d(0.135"x 3y p") 10-each side gg %"TimberStrand"LSL that is one size deeper than the TJI"joist. Leave 2%"minimum Strap nails: 3y" DO NOT use%"TJ"Rim Board with 18"-24"TJI"joists or in Beveled 2x4 block. end distance Leave 2%"minimum Backer 10d(0.128"x 3") 10 Second beveled web vertilation-hole applications. stiffener required on end distance less than 3y" Filler 10d(0.128"x 3") 15 side at R10W onl Doublebeveled bearinglate. evee p Backer 10d(0.128"x 3") 15 oppositeyVariable slope joist hanger. 16"<D<_20" h side Weyerhaeuserwhen slope exceeds Y4 12 Filler 116d(0.135"x 3Y2") 15-eac Beveled web stiffener 3Y�adv�J Bevelled bearing plate required required each side. I Backer 10d(0.128"x 3") 15 where slope exceeds�:12 Web Stiffener required on H5 20"<D<_24" Filler 116d(0.135"x 3y") 25-each side Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this R10 R10 R14 R14 both sides at R14W ONLY H5 O 3Y2" product may contain titanium dioxide.Wood d ust and titanium dioxide are substances known to the state of California O S H5S is allowed only with joist depths < 16" Backer I Od(0.128"x 3") 15 O� to cause cancer. For more information on Proposition 65,visit wy.com/inform. H6S is allowed only with joDist depths< 16" H6 O S6 For filler and backer bloock sizes see Weyerhaeuser TJI• SUSTAINABLE S Joist Specifier's Guide,ITJ-4000 FORESTRY INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of • ••••••••••••• • •»• •2044 Weyerhaeuser+IR Gompany. All rights reserved. Certified Sourcing www sfipr 'd sn a000e October 2017 Reorder TJ-4014 Professional Seal Revisions No. Da to Rev. Title �OF NEwy 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. Al BUC O�� 2 03/13/26 MAJOR REV. * co V I �- * 3 04/11/26 FND ELEV RE<v, r- �;�• w 4 --/--/-- ---- m 5 --/--/--6 ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, SHEET TITLE `N SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS �O i 10 4 9, 7 2A `v� BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL A -/ -/ SSk $ _ - MO,�„,,,;,�,,,• BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck Ln CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION I . WOOD FRAMING DETAILS OFEONP -/ -/ S - 202 - FURNISHED BY THE OWNER 33 Flying Point Rd. Suite 208 y g THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND am N.Y. P e c o n i c, N Y 11958 c COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK Southampton I V. 1 • 1 1(�V 8 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Design By STB Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner, P.E. . .. STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE /� (� Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. N Construction Buchner Principle / OwnerNew/�/ NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN hner Engineering PLLC Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER ENGINEERING PLLC. Date 05/18 2025 BUCHNER ENGINEERING ....._..__..._._......_.._..._._...-...__..._......._.._...._.._...... ................................................................................... MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF Sca le. _114" 1 -0" BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC VAPOR RETARDER, SEE (PLAN FOR Second Pour First Pour LAP EDGES 24"AND TAPE, THICKNESS &REINF. „..,. . OMIT AT EXTERIOR SLABS STEEL COLUMN TYP. ••» • • «» •• -- 2x4 KEY W/WATER STOP P.T. PLATE TO FND. WALL BASEMENT SLAB TYP. I P.T. PLATE TO FND.WALL W/2"••••» . . . . . N . ...N .... .. 1 #5 CONT. W/-2......N . -�� .m,; ,�t ..., . .� .,.,.. ,, •�;.,'._ AT STEM . . . . 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" Y,.j:::J3< ....y,.,..r, �.,.:.; ... �, ,= F-3.5 22.5 KIPS 3'-6" 3'-6`I 1' Cr' U ##5 (3)-#5 U SPACING w/0'-10" HOOK, Q F N D. WALL TOP BEARING �^k,1..:: ..: .u. 1�...s rl.wL ..l3_::•F.� -.. .i.•Z,...b...;S �. .5::.: '�... .15...l". '..l.T'.S...k^....r •• • N • N • • N N •N • • •w Z w •�• [(. .1.;-=`.ik F-4.0 29.5 KIPS 4-0' 4`-0 1'-3' i(4}-t#5 (41-#S — S 300 �H.- Gen;.. O o eral Note:90 degree hook of end of ech Lor ' Ia PREFORMED CONSTRUCTION JOINTS ARE TO BE USED WHENI AT CORNERS AT INTERSECTIONS ISOLATED FOOTING DETAIL M EXPANSION MATERIAL CONCRETING OPERATIONS ARE TO BE INTERRUPTED. 3 SLAB ON GRADE, CONSTRUCTION JOINT DETAIL NOTE: S 300 SCALE: N.T.S. 2x4 KEY a SEE PLAN FOR REINF. •• IF NOT COMPLETED - PROVIDE CONSTRUCTION JOINT AT END OF DAY • •• ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES x x x x 1'-0" •• VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY (4)-#5 CONT. MIN #4 NOSING BAR o #5 HORIZ.AT 18"o.c. TYP. CONC. WALL DETAIL ^ 2 x x 6" WELL COMPA COMPACTED CRUSHED W_ - - BLUESTONE GRAVEL SPLIT SHELF FND. WALL STEPPED SLAB DETAIL iH*_Ili III- 0'-4" S-300 SCALE: 3/4" = 1'-0" TYP. SLAB ON GRADE DETAIL S-300 SCALE: N.T.S. 4C DOUBLE SHELF FND. WALL P.T. PLATE TO FND.WALL 0'-6" " PREMOLDED EXPANSION JOINT 3' 0" LAP SPLICE 2"H" MIN. o TYP.AT WALL j VljAt I SLAB ON GRADE, SEE PLAN AND FTG. 2'-0" FOR REINFORCEMENT BOT. HORIZ.WALL SLAB ON GRADE, SEE PLAN REINFORCEMENT FOR REINFORCEMENT x x x x x__E 11=III=III=1 x x x x x x x TIII, -111-1�1-1�1 4 e _ s dh ® ® N z #5 DOWEL AT 18" o.c.W/ ¢ Oz 0 0'-10" HOOK /F O U iL...iII: UL E_- zU_ CONT.#5 HORIZONTAL �„� „� j 0 #5 DOWEL AT 18" o.c. W/ � FOOTING REINF. z LiO (2)-TOP AND BOTTOM 0'-10" HOOK o a • • f .4,� °s o CONT.#5 HORIZONTAL a (2)-TOP AND BOTTOM 2x4 KEY Ii1 ;: -=(I_(�:;:'I�- TOP REINF. IF REQ'D. SEE FDN. �� �i�- T== WALL/FOOTING SECTIONS • —�� w 2x4 KEY cn _ o #5 HORIZONTAL N z C�o 18" O.C.#5 HORIZONTAL o H NOTE: @ 18" o.c. 0 3) #5 BAR CONT. N w 3) #5 BAR CONT. w N •• PLACE LOWER FOOTING FIRST 6"WELL COMPACTED CRUSHED Q 0'-6" 0'-10" 0'-6" 0' 8„ 0' 8„ 0, 8„ 4" BLUESTONE GRAVEL z STEPPED FOOTING DETAIL -0„ S-300 �� • 5 SLAB ON FROST WALL r6 SLAB ON SHELF FOUNDATION DETAIL S-300 SCALE: 3/4" Professional Seal Revisions No. Date Rev. Title .<<GOF NE�'Y 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. �P P�1. B_UC O'A� 2 03/13/26 MAJOR REV. * C� �� * 3 04/11/26 FND ELEV RE r e - . C(- 4 --/--/-- ---- m W 5 --/--/-- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, (p Z� - 6 '-� (� SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS SHEET TITLE : -1 -1 BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: } �li� --1--1-- BEFORE STARTING EACH PORTION THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck L n . 11042� 7 _ CONTRACT DOCUMENTS RELATED TOO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION ROFESSIONP 8 --/--/--' ---- FURNISHED BY THE OWNER FOUNDATION DETAILS . . _ - - 300 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Peconic NY 119�58 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Design By STB STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. ...�.... Seanb@buchner-engineering.Com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construct i o n Principle/Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC - , ;._ Sheet# ENGINEERING PLLC BUCHNERENGINEERING _..__..._._......_.._..._._..._..._..._......._.._...._.._...... ................................................................................... MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF D ate 05, 18 202 5 BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC I, I ,1 = 1 -0 3" SIDS SCREW STAGGERED AT 6"o.c.THRU PLYWOOD & NAILER. 2X NAILER PREDRILL AS REQ'D (2) 9"A" PLATES (4)4... .... ... . . .... . ...................... (ECH SIDE OF BEAM) s"CAP PLATE BOLTS U.O.N. 3 ..» ...» ., .... .. .... ... ... W/(2)-HOLES FOR .. .. ... . .». . ... .. . . . . . .. . . . . . . . . . CJP,T&B W8: (2))4... ..•. •. .... .. ..... .• ••• z"THRU BOLTS L FLR FRAMING STEEL COL. n.] . 0 0 SIN 1�7 (2)B30L\TS AT 16'•o.c.,• SIMPSON STRONG TIE STAGGERED AT 8" o.c. FACE MOUNTED HANGERS 3"CLE/AR TOP& BOTM. (3)4..». . . .. . ..... ................. I (3)4.. WOOD BEAM PROVIDE LVL BLOCKING 8"THICK PLATE $"THICK PLATE BTWFLANGES . . . . .. ... . . . . ... .. . .»................ . ... . . (2)4"THICK ANGLES 4"THICK PLATE 8" PLATE SADDLE 8" FLANGE PLATE TOP&BOTM. SHOP ATTACHED TO COL. BOLTED . . . . .. ... . . . . ». .. . .»................».. WELDED SHEAR CONNECTIONS 2 WOOD BEAM FRAMING STEEL COLUMN 3 FLUSH STEEL BEAM DETAIL 4 MOMENT CONNECTIONS S-400 SCALE:1-1/2" = 1'-0" S-400 SCALE:1-1/2" =1'-0" S-400 SCALE:1-1/2" = 1'-0" S-400 SCALE: 1-1/2" = 1'-0" ..... -2 1Z �— 12 AFTER STEEL INSTALL A307 O M O " STIF. PLTS BOTH SIMPSON TB1460S COLLATED SCREW THRU BOLTS O O FILL POCKET W/GROUT 8 SIDES OF BEAM @ 3" O.C. OR APPROVED EQUAL. < O = 3' MINIMUM (2) PER BLOCKING MEMBER A IN O O LATTACH SHOP �I DBL LVL EXT. FACE OF 1� 4 >TI 3"x4"x [BEAM WIDTH+61' BEARING PLATE COLUMN { BLOCKING 1 W/(2)'--».. . . . . . . . .... STEEL COL. I i FND.WALL z z � . » . . . . . . . TUBE POST PROVIDE OVERSIZED HOLES IN STEEL TYPE 1 -TYP.WALL TYPE 2 - CORNER TYPE 3 - FOOTING BEAM FLANGE FOR THERMAL WOOD FLOOR JOIST/ROOF RAFTER;SEE , EXPANSION PLAN FOR SIZE & A I (2)--!-- SPACING L THRU-BOLTS STEEL COL,WELDED 2" MAX SHRINK GROUT T&B TO BASE PLATE 1 1 I � • • • »•••.• •. • STEEL BEAM 4 A - A (2)4..„ .... „ . PROVIDE OVERSIZED HOLES ANCHOR BOLTS W/12" IN BOTM. FLANGE FOR EMBEDMENT& HOOK o 4' THICK BASE PLATE THERMAL EXPANSION •4"THICK LEVELING PLATE FND.WALL 4" TYP. 7 STEEL COLUMN BRACING AT FLR FRAMING ••2" MAX. NON SHRINK GROUT 10" WALL) S-400 CONC. FOUNDATION CD 1Q=3 ELEMENT TYP. ELEVATION 6 5 TYPICAL STEEL BASE PLATE DETAILS BEAM POCKET DETAIL 5-400 SCALE:1-112" =1'-0" S-400 SCALE: 3/4" = 1'-0" Professional Seal Revisions No. Da to Rev. Title .<<G�� NEwy 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. O �. BUc 0 2 03/13/26 MAJOR REV. C-9�P 3 04/11/26 FND ELEV RE W 4 --/--/-- ---- m - 5 --/--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, 6 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET L T TITLE : �" BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL �1042 N � 7 BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS A CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 7430 Indian Neck L n . �OFESSIONP 8 WOOD __/--/-- FURNISHED BY THE OWNER AND STEEL FRAMING DETAILS - 400 y ,33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Pecon ic, NY 119�8 - COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK ;Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT (Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY P. Design By ST B STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner, E. STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE TO THE CONTRACTOR. 'Seanb@buchner-engineering.com,Seanb@buchner-englneering.com KNO NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle /Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC ., . Sheet# ENGINEERING PLLC BUCHNER ENGINEERING ................ ._...._.._...... ................................................................................... Date 05 18/202 5 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC Sca 1 e:1 4" = 1'-011