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HomeMy WebLinkAbout51378-Z MAX HE IGE-T: 35' = 9239' —`Ca i?1DCs� - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --. - - - _.. - - g 91.9'i' 12 _ - - _ 12 � 5� �5 > 12 12 R Cu Cu 24 24 TU O }, Q) O O b '0� > 00 S T1 t0 U p N 0 N S.O. CEILINCx _ _ -- 12 _ _ _ _ _ N a � rrz o a s.. o ® o o ® ® o 0 0 �ro Co Co I� ain � 12 o \rnrnor-. 0 -- --- 24 CO o o .-4 .-•I Z - Cu ]L=—L _ SECO_ND_ FLOOR_ _ _ m -1255' - - - - - - - - 0 4� O O GARAGE SEE SHEET A-102.00 U U 0 FOR MORE INFORMATION Co td 0 Ll �q > DIE. rl::j -p O FIRST FLOOR _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - r O - - O U N — — — — — — — — — — — — — — �- —• — — — — — -- — - - — — — — — — — — - - — — — — — -- -- — — — � — 0 0 � — — — — - � - — — — - - — — — — _ r — — — — — — — — — _- � U P�'E-EXISTING: GRADE: 5-139' - - - - - - - - - - - - - -- - - - - o o _ O a' � fREAFR ELEVATION Co CELLCELLAR _ L---------- _ _ N N - - -- - - - - - - - - - - - - - - - - - - - SCALE �411 = 1'-m" - - — - - - - - - - - — _ -- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CO Q Z +� 2 m 1 2 4 Sign t Seal: - - - - - - - -. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '_ _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•. - - - - - - - - -- - - ��g�ReO•�,p � g 91.9-1' - - - - - - - - - - — 12 - 12 �,► It a w I tl any p on, mess acting un r t i _ se I ct,to alter an way: Tr I em be seal of an arch ere erif i ct shall affix to 12 his ite red W followed I I I y his 51 eo t ch alteration,and a — 24 specific des anon. I � � I � � I Architect: 12 S.O_. CEILING — \` - - - - - - -- - - - - - - - - - - - - - - - - g 81.55' - - — I I 01 24 I I I I I .— _ ECOND FLOOR I I - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��2 I - - - - - - - - - - - - - - ADRAGNA I DESIGNS, LLC O O i A2ARCH 1 6@GMA(L.COM I � � (516)289-2461 000a o000 ooao I I I F=7�� F F=7� F=7 1 Pro�ectThle: i 3360 Wunneweta F= ��� Cutchogue, NY PR - XISTINCz GRADE1-1:�J_ , — LuIL�I"� _EFE�il,F=l 31 E F I .I — — — — — — -- — — — — — — — — — — — — — — — — — — — — —'� — — — — — — — — — — — — — — — — — — — — — — — — — Drawing TRIe: 0MM0 = = 0� PROPOSED - --- - I ELEVATIONS I I 1 .-.- --., -.- ,.— — — — — — — -- — — -- — — — — — — -- — — — — — --. — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1 — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — -- — — — — — —I- - — - — -- - - - - — — — — — -- — — — — - — — -® — — — - — -- — - I I I Project/: 5cale: 1000-111-11-26.2 As Noted ' Date: Sheet N: SIDiE L V A T r O N I i I I I � _ November 08, 2024 x Of x I SCALE - 1/411 -- 1'-011 1 Sheet: /� CELLAR 1 2 I m 1 2 4 t1 I j — 2 02 . O O J_________-- ________ _ ________ _________ _ ________ __________ ____________________s__�_________ ___ _ ________ _ _____ __-_______________~ I I I 1 1 I I 1 I I I JW f xJ.J.C. .1...hJ 1.JJ.. -l.A..IA. llll JAJU MJ�I CAM1 )()C.�( �Y�( XXXi XX.X.k KXX1C. XJCJC� XXXX Y�C�.X. JCXXY K]XX_ :-JCXIL' JCXJCX CX XX- -JUCXJ X.XXX [XX N Y'f l{ ANY SPRAY FOAM INSULATION USED IN TYPICAL ROOF CONSTRUCTION: UNFINISHED SPACES MUST RECEIVE A COATING ,' OF AN APPROVED INTUMESCENT PAINT AS AN -GRAND MANOR ROOF SHINGLES 5 IGNI?ION BARRIER OR PROTECTION BY MEANS _ -PROVIDE RIDGE VENTS OF MIN. 1121, GYP BOARD -ALUMINUM FLASHING AT ALL ROOF VALLEYS, OPENINGS AND ROOF PENETRATIONS -GRACE SNOW AND ICE SHIELD FROM EAVES TO POINT MIN. 36" PAST THE WARM r' °) 51DE OF WALL LINES Q) Q" -301b. BUILDER FELT t 211xl2" G.J. 16" O.G. 2"x12" G.J. g 16" O.G. -3/4" GDX PLYWOOD SHEATHING -ROOF RAFTERS g 16" O.G. o 2"x12" G.J. m IF 2 16" O.C. nx 12� G.J. 16l -R-38 INSULATION m ROOF _ B.O. CEILING _ _ _ _ _ _ O.G. 'in- aim m8155' - - - - - - - - - - - o c CO ti a) rn o Q" PRIMARY 3 PRIMARY aj -�2 BATHROOM CLOSET STAIR HALL BATHROOM CLOSET CLOSET BEDROOM CLOSET 16- a aa) Cd 200 1 F2-00-1200 200 200 0 a) c\2 o - � cc0000 0 6 SECOND FLOOR _ 111/8" F.J. 16" O.C. _ INa" F.J. 16" O.G. s z 'i255' 111/8" F.J. 16" O.C. 111/8" F.J. 16" O.G. TYPICAL WALL CONSTRUCTION: ft C 1 u .30 LB. BLDG.FELT N" EXT.GDX PLYWOOD SHEATHIING .2" x 6" STUDS s 16" O.C. r FIREBLOCKING AT MID POINT OF WALL HEIGHT 6 EVERY STUD AIRSEAL INTERIOR SEAMS OF PLYWOOD W/CAULK R-21 BATT INSULATION V GYPSUM BOARD FINISH ON WALLS qi POWDER "TYVEK" HOUSE WRAP BEDROOM CLOSET MUDROOM PANTRY ENTRY ROOM LIVING ROOM 0 p 100 100 100 1 El001 FI00 F 100I F 100 1 2"x6" TREATED SILL PLATE W/ TERMITE SHIELD d /8" A.B. 12" LONG 0 25" O.G. MIN (2) PER SILL RUN. > FIRST FLOOR 111%" F.J. ID 16" O.C. 111/8" F.J. 16" O.G. 11 ie F J. g 16 O.G. CTF= 11��8" F J. 16" O.G. 111/8" F.J. g 16" O.G. QU.O o O U TYPICAL FOUNDATION WALL � _ � 10"W CONC.FOUNDATION Cd N W/ 05 BARS 24" O.G. VERT. U 05 BARS to 24" O.G. HORIZ. INSIDE FACE a +5 to 24" DOWELS INTO FOOTING MECHANICAL STORAGE CELLAR THEATER N WATERPROOF ALL FOUNDATION WALLS 0 Z� p 000I O00 O00 O00 PROVIDE WEEP HOLES t FLASHING AS REQ. U Y) U N R-15 BATT. INSULATIONID U U TYPICAL FOUNDATION FOOTINGS- 3500 PSI POURED CONCRETE FOOTINGS O — — 12" DEEP x 2'-0"W W/(3)05 REBAR GONT_ ANDAh CELLAR_ _ 05 RE54R GROSS TIES m 12" O.G. to BOTTOM 515ra' F TYP. OF ALL UNLESS OTHERWISE NOTED— — — — — NOTE- S BAR 1W 24" O.C.DOWELEp INTO WALL ABOVE -� p O a -� U SECTION A - A cc Y) SCALE 1/4" = I'-011 2 m 1 2 4 ikk l � Sign do Seal: TYPICAL ROOF CONSTRUCTION: —GRAND MANOR ROOF SHINGLES ANY SPRAY FOAM INSULATION USED IN - RRED ARC -PROVIDE RIDGE VENTS UNFINISHED SPACES MUST RECEIVE A COATINGR. y/�• -ALUMINUM FLASHING AT ALL ROOF VALLEYS, OPENINGS AND ROOF OF AN APPROVED INTUMESCENT PAINT AS AN �� � n� PENETRATIONS IGNITION BARRIER OR PROTECTION BY MEANS �!� -GRACE SNOW AND ICE SHIELD FROM OF MIN. 112" GYP BOARD a, EAVES TO POINT MIN.36" PAST THE WARM SIDE OF WALL LINES It is a v I w fo on person, -301b. BUILDER FELT u ss ti -6Yre i f the -3/4" CDX PLYWOOD SHEATHING lic hite alter in any -ROOF RAFTERS a 16" O.C. way emp c}r (9�- of it -R-38 INSULATION tv ROOF ..........Lr archi architect 2"x12" G.J. 0 16" O.G. 2"A2" G.J. f' 16" O.C. �.L shall a i I and the — — _ — — — — — — — _ — — _ _ _ — — — — — _ — / 8•O. CEILING— _ _ _ — _ — notation "a wed by his 8155' signature and the date of such alteration, and a specific description of the alteration. Architect: a HALLWAY CLOSET BATHROOM \ -- — 200 200 3 >. - - - - - - - - - - - - _ _ SECOND FLOOR TYPICAL WALL CONSTRUCTION: 111/8" F.J. g 16" O.G. 1255' STUCCO FI I H . 30 LB. BLDG.FELT EXT.GDX PLYWOOD SHEATHIING 2" x ro" 5TUp5 o 16" O.C. FIREBLOGKING AT MID POINT OF WALL HEIGHT 67 EVERY STUD 5 1 AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK R-21 BATT INSULATION , V GYPSUM BOARD FINISH ON WALLS r "TYVEK" HOUSE WRAP AD RAC NA ENTRY GREAT ROOM 1001 0-0-0-0 DESIGNS, LLC A2ARCH 1 6@GMAIL,.COM i ----------- (516)289-2461 eoT F' FIRLOOR_ _ — - - - - - - — - - - - — Ilv8" F.J. tv 16" O.C. ------------ - -------r----------i Project Title: ------ 3360 Wunneweta 2"x(o" TREATED SILL PLATE W/ TERMITE SHIELD $ I I ClltChO llE', NY V A.B. 12" LONG 9 25" O.G.MIN (2) PER SILL RUN. I ------- I---------1 TYPICAL FOUNDATION WALL ———————A 10"W GONG.FOUNDATION = L———————--I W/ 05 BARS 24" O.G.VERT. L———_ —J Drawing Title: 05 BARS 0 24" O.G. HORIZ. INSIDE FACE CELLAR I _______ I 4 05 za 24" DOWELS INTO FOOTING 000 0 r———————I PROPOSED WATERPROOF ALL FOUNDATION WALLS r- r — SECTIONS PROVIDE WEEP HOLES d FLASHING AS REQ. k-------J-------rJ R-15 BATT. INSULATION r J I I r--J I _ _ _ TYPICAL FOUNDATION FOOTING _ — _ _ _ _ — — CELL.AR�_J — — �_ — — _ _ _ Project f. Scale: 3500 PSI POURED CONCRETE FOOTINGS 12" DEEP x 2'-0"W W/(3)05 REBAR CONT. AND 1000-111-11-26.2 As Noted "5 REBAR CROSS TIES A 12" O.G. 6 BOTTOM TYP. OF ALL UNLESS OTHERWISE NOTED Date: Sheet : NOTE: "5 BAR 61 24" O.G.DOWELED INTO WALL ABOVE September 16, 2024 x of x Sheet: _ 5EC,TION - A- 301 . 00 SCALE : 1/4" = 1'-0" 2 m l 2 4 .y U � � a v 0 � U � .,. TYPICAL ROOF CONSTRUCTION: V O b s,. O -GRAND MANOR ROOF SHINGLES ANY SPRAY FOAM INSULATION USED IN -PROVIDE RIDGE VENTS O -ALUMINUM FLASHING AT ALL ROOF UNFINISHED SPACES MUST RECEIVE A COATING y U VALLEYS, OPENINGS AND ROOF OF AN APPROVED INTUMESCENT PAINT AS AN - PENETRATIONS IGNITION BARRIER OR PROTECTION BY MEANS W O c -GRACE SNOW AND ICE SHIELD FROM i OF MIN. 1/2" GYP BOARD 3 CIO EAVES TO POINT MIN.36" PAST THE WAR `a 1 51DE OF WALL LINES o a ~ .301b. BUILDER FELT -3/4" GDX PLYWOOD SHEATHING a; .\2 -ROOF RAFTERS A 16" O_G. -R-38 INSULATION 0 ROOF (2) 2"x12" G.J. (2) 2"x12" G.J_ w co o 0 m 1(0 O.G. 2"xl2" G.J. 16" O.G. 2"x12" G.J. 9 16" O.G. 16 O.C. a 0 5.O_GEILING t r 2 I Z a 8155' - - - TYPICAL WALL CONSTRUCTION: STUCCO FIN15H . 30 LB. BLDG.FELT EXT.CDX PLYWOOD SHEATHIING 2" K 6" STUDS g 16" O.C. PRIMARY FIREBLOGKING AT MID POINT OF PRIMARY o� WALL HEIGHT 9 EVERY STUD 13E1Zm� CLOSET BALCONY O '--� +; AIRSEAL INTERIOR SEAMS OF PLYWOOD W/CAULK 20(d 20001 1 O O R-21 BATT INSULATION GYPSUM BOARD FINISH ON WALLS "TYVEK" HOUSE WRAP 4-1 SECOND FLOOR_ _ _ _ 11"/a" F.J. 6 16" O.C. tilit" U � + ' O o 0 c3 O (3) � }. 4-) cCS rr N bO LIVING ROOM LOGGIA 100 F 100 I Q) r, O O v 2"x6" TREATED SILL PLATE W/ TERMITE SHIELD 4 �' U A.B. 12" LONG 'm 25" O.G.MIN (2) PER SILL RUN. U � z o c� FIRST FLOOR _ _ F! _1 O all F.J. m 16" O.C. 0 O O �' 4 U TYPICAL FOUNDATION WALL CYD r/) 10"W GONG.FOUNDATION U N Q' W/" BARS 24" O.G. VERT. .4 5 45 BARS 6 24" O.C. HORIZ. IN51DE FACE UNEXCAVATED 4 45 10 24"' DOWELS INTO FOOTING WATERPROOF ALL FOUNDATION WALLS PROVIDE WEEP HOLES 4 FLASHING AS REQ. Sign & Seal: R-15 BATT. INSULATION ED R. CELLAR a - - - - - - LLt4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPICAL FOUNDATION FOOTING It is a v I w fo an person, 3500 PSI POURED CONCRETE FOOTINGS u ss ti re i f the 12" DEEP x 2'-0"W W/ (3)05 REBAR CONT. AND way� I lh hire alter y rno of an 05 REBAR CROSS TIES to 12" D.G. a BOTTOM 'G F_ C T I O I � � C ic arc shall a e i I architect and the TYP.OF ALL UNLESS OTHERWISE NOTED NOTE: 45 BAR m 24" O.G. DOWELED INTO WALL ABOVE notation o wed by his SCALE 114 c 1'-0 signature and the date of such alteration, and a specific description of the alteration. 2 0 1 2 •4 Architect: AD RAC ILIA DESIGNS, LLC A2ARCH 1 6@GMAIL.COM (516)289-2461 Project Title. 3360 wunneweta Cutchogue, NY Drawing Title: PROPOSED SECTIONS Project #: Scale: 1000-111-11-26.2 As Noted Date: Sheet #. September 16, 2024 x of x Sheet: A- 302 . 00 USE A MINIMUM OF TWO Sd NAILS THIS SIDE OF TRUSS ROOF RAFTER PROVIDE "SIMPSON" STRONG TIE STRAP TOTAL FOUR • ' FROM RAFTER TO RAFTER OVER TOP OF Sd NAILS RIDGE BEAM m 32"o.c. INTO TRUSS MIN. (W/ COLLAR TIES)FASTEN W/ m _ 8 Ni0 NAILS ?.=A11 TYPICAL RAFTER CONNECTION LTP4 OR WRAP COIL STRAP"SIMPSON" H7 CONNECTOR � Fl ® FROM STUD TO "SIMPSON"UNDER SILL PLATE STRONG-TIE LT540m 16" o.c.FASTEN W/ C4) Sd"SIMPSON" NAILS TO RAFTERRS "SIMPSON" STRONG-TIE LSTA "SIMPSON" STRONG-TIE H25 INSTALL AS SHOWN (8)8dTO STUDS 4 u PLATE INSTALL 6 16 O.G. INSTALL m 16 O.G. (2) Sd TO PLATES WO — " ° WALL STUD ROOF RAFTERINTO AIL., "SIMPSON H7"PLATESRID O EIG-{T U) v ' 56 NAfLe O sin JOIST HANGAR FOR > O � o TYPICAL RAFTER PLATE CONNECTIONS RIDGE STRAP TIE POST TO GIRDER 2X INSTALLATION STUD TO PLATE JOIST TO JOIST b co SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS En Q" � a a °' rn o TYPICAL FLOOR-TO-FLOOR CONNECTION o co "SIMPSON" LFTA CONNECTOR 0 m 16" o.c.FASTEN W/(16) "SIMPSON" NIO NAILS FLOOR JOIST �; ��� o° \M M SIMPSON STRONG TIE- PHDS TYPICAL WIND BRACE SUB FLOORING ROOF RAFTER o 0 0 USED FOR CORNER HOLD DOWNS PROVIDE Ix4 BRACE .2 ° Z (ANCHOR DOWN TO CONCRETE) NOTCHED INTO TOP PLATE ALL STUDS 4 3" MAXIMUM RAFTER � BOTTOM PLATES 9 45' SEAT CUT OVERHANG DOUBLE 2 x (X) STUD ANGLE-FASTEN W/MIN. Ix OR 2x CEILING JOISTS SHEATHING OR OTHER SIMI-SON STRONG TIE- 5/a" x 12" (2) 10D COMMON NAILS LATERAL BRACING 0 45" O.G. LATERAL BRACING AS THREADED ROD ANCHOR BOLTS a EACH MEMBER WIND ; REQUIED a 3'-211 O.G. AND I'-011 BRACE 6 EACH FLOOR FI FROM EVERY CORNER LEVEL AS REQUIRED 2x JOIST SPACING WITH 5P5/4 BOLT PLACES PROVIDE MINIMUM (I) MINIMUM BRACE 's EACH EXTERNAL WALL "SIMPSON" STRONG-TIE HCP HCP-2X MEMBER SIZE TWO 16d NAILS PCP-4X MEMBER SIZE (BLOCKING TO RAFTER) Q --�-+ 0 00 r r "SIMPSON" LFTA CEILING JOIST ' G J ' ;x;' X 16d NAILS FOR LATERAL BLOCKING PER CODE OR HEEL / LAP CONNECTION N FOR LATERAL WIND REQUIREMENTS U +' III WALL STUD A 16" O.C. ctS I I I STRUCTURAL SHEATHING > 1 i I I TOENAIL WITH THREE 1(od NAILS I I I CRAFTER TO TOP PLATE) i--) TOENAIL WITH TWO 16ol C� ;.-IO SIMPSON STRONG TIE- PHDS NAILS (CEILING JOIST CIO ii0 USED FOR CORNER HOLD DOWNS TO TOP PLATE) O O N cd (ANCHOR DOWN TO CONCRETE) NIP CORNER PLATE _ �DOUBLE 2 x (X) STUD FLOOD-TO-FLOOD CONNECTION ROOF RAFTER U a) M SCALE: NTS SCALE: NTS HEEL CONNECTION CIO � 0 � SCALE: NTS N 0 CEILING OUTLOOKERS 0 '1 O AT HIP END In 17) DOUBLE 2 x (X) STUD 0 U SIMP50N STRONG TIE- PHDS U N 0 USED FOR CORNER HOLD DOWNS (ANCHOR DOWN TO CONCRETE) CONNECT VALLEY BEAM TO HIP BEAM O '0 USING SLOPED HANGER RIDGE BEAM -+-� (SLOPED / SKEWED IF 0 ctS ° ROOF PITCHES ARE UNEQUAL NIP VALLEY BEAM -4 O I '° CONNECT MEMBER WITH - "SIMPSON" STRONG-TIE H2 ROOF RAFTER O SLOPED HANGER R' U li I INSTALL m 16" O_G. ®OF RAFTER NOTCH HIP/ VALLEY TO SIT ON POST C-0 0co OUTLOOKER DETAIL (15% OF ORIGINAL MEMBER DEPTH co V) REQUIRED) TOENAIL WITH FIVE 16d N N N - ` SCALE: NTS RIDGE BEAM NAILS (HIP t0 RIDGE) � P Z TOENAIL WITH FOUR 16d NAILS (RIDGE TO HIP) CONNECT RAFTER TO sign & seal: RAFTER TO DOU5LE WHEN NOT ALIGNED WITH RAFTER, VALLEY USING X 16d NAILS 0 \� TOP PLATE CONNECT KINGS STUDS 70 TOP PLATE, �EtE�/41�C ° II° '— "� _ _ HURRICANE TIES MANUFACTURED BY SIMP60N WRAP lVa" GALS. 20 GA. COIL STRAP °- °° `° 4' STRONG-TIE CONNECTORS MODEL No. H2 OVER TOP OF TOP PLATE 4 NAIL HIP / VALLEY BEAM SCALE. NTS CONNECT MEMBER WITH POST OR BEARING WALL OR APPROVED EQUIVALENT AT EVERY STUD II ° TO PLATE CONNECTION WHEN RAFTERS ROOF SLOPED HANGER a ° HOOKED ANCHOR BOLT ALIGN WITH STUD FRAMING *, MIN. 12" INTO CONCRETE It is a v I w fo an person, 4 _ d FOUNDATION WALL ID 23" .ss ti ire i f the 23" O.G. lic hitec , alter in any y. of an ROOF RAFTER HIP � RIDGE � VALLE I shall f'� m� i �I and tlhect shall a r� notation "a wed by his HOLED DO N DiETAIL VALEY YO NIP CONNECTION POST CONNECTION signature and the date of such alteration, — - -- and a specific description of the alteration. SCALE: NTS = Z _GRIPLE SCALE: NTS SCALE: NTS N [— STUDS L DOUBLE TOP PLATE Architect: USE SIMPSON Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RESISTANCE ���\ FOR ALL HARDWARE IN CONNECTION � Z HEADER /J/ W/ ACQ. LUMBER Z RIDGE BEAM :� l2) 2" x 10" HEADER WALL STUDS g 16" O.C. FULL (2) 2" x 10" TRIMMER RAFTER FRAMED OPENING FOR NEW LENGTH WINDOW OR EXTERIOR DOOR WALL ROOF OPENING STUDS I 2" x (X)" ROOF RAFTER NOTE: ' (2) 2" x 10" HEADER AD RAG NA BOTTOM PLATE k ' ° UPLIFT CONNECTION IS REQUIRED \ TAIL RAFTER DESIGNS LLC '� At EACH END OF THE HEADER AND AT RIM JOIST ;-'' °. BOTTOM OF HEADER STUDS IN ADDITION TO \ (2) 2" x (X)" TOP PLATE — —— — — — — — — ——— —— — — CONNECTORS AT WALL STUDS AND AT TOP I A2ARCH 16@GMAIL.COM — — —— — — AND BOTTOM OF CRIPLES. —— 1-- - TI-- rT— --IT —I (51 s)289-246 1 Project Title: NOTE: O UPLIFT CONNECTORS I jj 3360 Wunneweta ALL STRAPPING TO BE SUBFLOOR SOLE I I I EQUIRED IN I I IS AREA SUB FLOOR ° INSTALLED AS PER MANUFACTURERS PLATE = Z Cutcho ue, NY FLOOR JOIST--" ° - ° SPECIFICATIONS AND NYS CODE RIM g DOUBLE ACQ SILL PLATE e ° JOIST I II II II I A 16 Ga. STRAP LIES MANUFACTURED BY SIMPSON STRONG-TIE TERMITE SHIELD ° ° ° CONNECTORS MODEL No. CSI(o OR APPROVED EQUIVALENT. D FOUNDATION WALL a ° STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP 16 Ga. STRAP TIES MANUFACTURED rowing Tttie UNDER SILL PLATE AT FOUNDATION DOUBLE BY SIMPSON STRONG-TIE GONNECTOS FRAMING d ACQ PLATE MODEL No. CSI6 OR APPROVED EQUIVALENT. PL ° ° SILL STRAP TO HAVE MIN. 12" BEARING ON THE STUD CONNECTION 3" x 3" x}�" STL. BEARING PLATE MANUFACTURED AND WRAP UNDER SILL PLATE AT FOUNDATION. BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPSY2 DETAILS OR APPROVED EQUIVALENT FOUNDATION ° °. ° ° . 41 ° n WALL ' A° .° .4 ° .. Project f Scale: TYPICAL 5/a" x 12" HOOKED ANCHOR BOLT a .. ad 1000-111-11-26.2 As Noted - m 23" O.G. ° a ° °� d USE SIMPSON Z-MAX OR HDG CONNECTORS - WITH 7" MIN EMBEDMENT INTO CONCRETE ° TO INCREASE CORROSION RESISTANCE Date: Sheet FOR ALL HARDWARE IN CONNECTION : - WITHIN 6-12" OF EACH END OF PLATE � September 16, 2024 x of x W/ ACQ. LUMBER Sheet: FOUNDATION 5TRAPPINr_:; DETAIL UPLIFT CONNECTION DETAIL ROOF OPENING DETAIL A— 5 0 1 . 0 0 SCALE: 3�4"=V-0" SCALE: 3/4n=I'-(d" SCALE: NTS ALLOWABLE: HOLES - TJI® Joists Refer to Manufacturer's Instructions for additional Installation Details and Specifications may No field cut Min.distance from Table A Do not cut hoes larger Min.distance from Table B anywhere in web out- See current i Leve to approved e uaI Iitorature for framin connectors holes In -' than 1Y2"in cantilever side of hatched zone (or a hatched zones DO NOT JOIST DETAILS 6" 1771 O l o(`� p a O " cut or notch flange. Load bearing or shear wall above � (must stack over wall below) pt g" L1 2 x D1 D7 Closely grouped round L2 2 x L2 D2 g" 6^ Plate nail Web Stiffeners Load from above 2 holes are ermitted if Plate nail ) ku minimum p minimum (applies to all holes the group perimeter required each side IRC 502-7 requires lateral restraint Blocking panel >`. � at A2W (blocking)at all intermediate k) except knockouts) meets requirements for Blocking supports in Seismic Design 2x4 minimum Y,s. round or square holes. panel Categories DO,D1,and D2 to squash blocks i ' �r- �. Table A - End Support DO NOT strengthen the floor diaphragm. o PIP cut holes in cantilever Web Stiffeners Rim-to-joist nail - o • Minimum distance from edge of hole to inside face of nearest end support reinforcement. required each side r u) 0 >~ at Al W Toe nail B1 r Y,e" > 1 � o JOIST TJte ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TO e nail Ir `" DEPTH 2" 3- it. S. 02" 7- 8%" 11" 13" 2" 3" 4" 5" 61z" 7" 8%" 11" 13" Web stiffeners 2x4 minimum Co TJI®rim joist squash blocks a� a. a: required each side at 110 1'-0" 1'-0" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" � � 3 B1W and B2W 210 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 1'-0" 2'-0" 2'-0" 4'-0" 5'-0" Must have 1/4 minimum 9y2" Use 2x4 minimum squash blocks to Q 230 1'-0" 2'-0" 2'-0" T-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" V-O" Al A2 joist bearing at ends.Attach g2 Blocking panels may be CS v, o required transfer load around TJI®joist c 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0' 1'-6" 2'-6" 3'-6" 5'-0" 5'-0" rim joist per A3 detail. q ed with shear walls j 3 co 110 1'-0" T-0" 1'-0' T-0" 2'•6" 2'-6" 5'-0" 1'-0" V-17 V-6* 2'-6" 4'-0" 4'-6" 6'-0' above or below-see detail 61 o Ci. 210 1'-0" 1'-0" 1'-0" T-6" 7-6" 3'-0" V-6" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" V-6" 6'•6" 11%" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0' V-17 V-6" 5'-6" 7'-0" \co co 360 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 5'-0" 7'-0" 1'-0" 1'-0" 2'•6" 4'-0" V-6" 6'-6" 7'-0" \\ 560 1'-0" 1'-0" 1'6" 3'-0" 5'-0" 5'-6" 8'-0" 1'-0" 2'-0" X-6' 5'-0" 7'-0" 7'-6" 8'-0' o \ Filler block:Attach per the table below. 4'-0"length of 8"diameter maximum hole for 11r/"- ;; co o a 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 1'-0" 1'-0' 1'-0" 1'-6" 3'-6" 4'-0" 6'-0" 8'-0" Clinch nails when possible. Y4"reinforcement 16"deepblocking d 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 4'-6" 6'-6' 8'-0" g panels; p diameter s z Backer block:Install tight to top on one side at E2, maximum for blocking panels 9Y2" „ 14" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-6" 6'-6" 1'-0' V-0" 1'-0" 2'-0" 4'-0" 5'-0" 7'-0' 9'-0" flange(tight to bottom flange both sides at E3 deep or shorter than 12"long. 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-0" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" V-6" 8'-0" V-6" Hanger height must with face mount hangers). Flush bearing plate required. Do not cut flanges. 560 1'-0" l'-0" 1'-0" 1'-0" 2'-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 7'-0" 9'-0" 10'-0' be a minimum of 60% Attach per the table below. Maximum Y4"overhang 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 6'-0" 8'-0" 10'-0" of joist depth Clinch nails when possible. permitted at beam. 230 11-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4%0" V-6" 1'-0" 1'-0" 1'-0" 1'-0" X-V 3'-6" 7'-0' 9'-0" 1 l'-0" ° 1Y4"TimberStrands LSL or 16" iLevel®1Ya"rim board.Nail with 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 5'-0" 9'-0" 10'-0" 11'6" Backer block 10d(0.131"x 3")nails,one 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 1'6" 5'-0" 6'-0" 10'-0" 11'-0" 12'-0" 0 " both sides of web a each at top and bottom flange. Q) 4" 5" IS" 7" 8" 10" 12" 15" 17" 4" 5" 6" T" 8" 10" 12" 15" 17" Top mount with single TJI® joist Attach reinforcement n • 18" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0' 10'-0" 11'-0 -0 hanger" 13' " to joist flange with 8d(0.131" bQ 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-W 5'-0" 1 l'-0" 1'-0" 1'-0" 1'•6" 4'-0" 6'-0" 11'-0" 12'-0" 14'-0" ® TJI®Flange Block Nail x 2Y")nails at 6"on-center. ,-, A-) TJI Depth,D � Q Face mount Width Type Size Quantity T • O� When reinforcingboth sides, r�--�iI O O 360 1'-0' 1'-0" 1'-0' 1'-0" 1'-0" 1'-0" 2'-0- 7'-0- 10'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 8'-W 11'-6" 14%0" 15'•6" Face in �� r�--I O 20" 560 1'-0" 1'-0" 1'-0" T-0" 1'-0" T-O" 1'-0" T-0" 11'-0" 1'-0" 1'-0" 1'-0. 1'-0" 4'-0" 9'-V 12'-6' 14'-6" 15-6" hanger Filler 10d(0.128"x 3") 10i1) g R` stagger nails. less than 3z" horizontal 9Z"<Ds16" Backer 10d(0.128"x 3"") 10i1i Table B - Intermediate or Cantilever Support H1 3'- Filler 16d(0.135"x3�") 10r'-each side H3 N Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O z Backer 1od(o.l2awx3") 1ol'i O U 0 JOIST Tip ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE less than 34" Filler 10d(0.128 x 3") 15 > 16"<Ds20" Backer 10d(0.128"x 3") 15 DEPTH 2" 3" 4" 5" 6Y2" 7" 83/8" 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" 1 Filler 16d(0.135"x V) 15-each side N 110 1'-6" 2'-6" 3'-0" 4'-0" 7'-6" 1'-0" 2'-6" 3'-6" 5'-6" 6'.6" 32" Backer 10d(0.128"x 3") 15 O 210 2'-0" 2'-6" T-6" 4'-6" 7'-0" 2'-0" T-O" 4'-0" 6%0" 7'-0" 20"<Ds24" Filler 16d(0.135"x 32") 25-each side (� � N 9�„ 230 2'-0" 3'-0" 4'-0" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" V-6- 7'•6" 34" Backer 10d(0.128"x 3") 15 Q ct 40 360 3'-0" 4'-0" 6" 6'-0" 9'-0" 3'-0" 4'-6" 5'-0" 7'6" 8'-0" CO (1)15 for multi-family applications $U 110 1'-0" T-0" V-6" 2'-0" 4'-0" 4'-0" 8'-0' 1'-0" 1%6" 2'-6" 4'-0" V-6" 7'-0" 9'-0" U 210 1'-0" 1'-0' 7-0" T-O' 4'-0" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 7'-6" 8'-0" 10'-0" H2 With top mount hangers,backer block required only for downward loads exceeding 250 lbs or for 11%" 230 1'-0" 2'-0" 2:1-6" 3'-6" 5'-0" 5'-0" 9'-6" 1'-0" 2'-6" V-6" 5'-0" 8'-0" 8'-6" 10'-0" F-, U uplift conditions. 360 2'-0" 3'-0" 4%0" 5'-0" 7'-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0- 9'-6" 9'-6" 11'-0" 560 1%6" T-O" 4-6" 6-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" V-0" 8'-0" 10'-0" 11'-0" 12'-0" N 0 110 1'-0" 1'-0" 1'-0" T-O' 2'-0" 2'-6" 4'-0" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" ��{ O O 210 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 3'-0" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 10'-0" 12'-6" r U N N 14" 230 1'-0" T-O" ll'-0" 2'4r 3'-0" T-6" 5'-6" 10'0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-0" 7'-6" 10'-6" 13'-0" Q) U 360 1'-0" 1'-0" 2'-0" X-6" 5'-0" 6'-0" 8'-6" 12'-6" V-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" �' U 560 1'-0" 1'-0" V-6" 3'6" 5'6" 6-0" 9'&" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" I T-O" BEAM and COLUMN DETAILS z `� 210 1 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" V-6" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'6" 9'-0" 12'-6" 15'-6" O 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" V-W 2'-6" 5'-0" 6'-0" 10'-0" 13'-0" 16'-0" 360 r-0" r-0' r-0" T-O' 3'-0" 4'.0" V-6" 10'-0" 13'-6" r-0" r-0" 2'-0"1 4'-0" 7'-6" 6's" 13'-0° la's" 1r-0" BEAM TO COLUMN LATERAL BRACE 0 I co 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-6" 7'-0" 11'-0" 15'-0" v-0" v- 3' O 4" 5" ili" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" TJI®joist O p U -� 18" 360 1'-0' T-O' 1'-0" T-6" 3'-0" 6'-0" 9'-0" 15'-0" l'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6" U (d 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16-6" 1'-0" 3'-6" 6'-0" 8'-6" 1 V-6" 16-6" 18'-0" 20'-0" co Y) 20" 360 1'-0" 1'-0" 1I'-0" 1'-0" 1'-0" T-0" 6'-0" 1 l'-0" 15'-0" 1'-0" 1'-0" 1'-6" 4'-0" 7'-0" 12'-6" 16'-0" 19'-T 21'-0" Floor beam ) Z 560 1'-0' 1'-0" 1'-0" 1'-0" 1'-0" V-6- 5'-6" 12'-0' 16'-0" 1'-0" 1'-0" 3'-0" -0 6'-0" 8' " 14'-0" 17'-0' 19'-6" 20'6" Rectangular holes based on measurement of longest side. - Holes may be located vertically anywhere within the web.Leave Y"of web(minimum)at top and bottom of hole. Bearing on Concrete or Masonry Pocket Full Depth Header - Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Low Header High Header Strap Yz"minimum clearance sign a seal: - For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located BEARING AT Alternative 2x4 blocking: �RfLD ARc at the center of the joist span provided that no other holes occur In the]olst. COLUMN Use clips for lateral support y� pQE R. (do not attach to beam) - Distances are based on the maximum uniform loads from current iLevel specifiers guides.For other load conditions or hole configurations use iLevel®TJ-Beame software or contact your iLevel representative. 2x4 blocking for lateral support It is a v I w fo on person, Header Steel Column Beam seat connector • u Iss ti 6're i ( the lic hite a alter i in any Verify column capacity eader Header 2xX nailer" Concrete or CMU wall way. em0 of an and beam bearing * Suggested lateral bracing detail for beam crchi �' ?i architect Double nailer may be required depending when required. Verify beam bearing length snail o i I and the R L5 length.See cunrent L7 L8 L9 upon opening size and window type L14 4 fY g g L25 notation "o ed by his Other i Level@ Trus Joist® Headers and Beams i!_evel®literature. O O O on page 36 of TJ-9000 Specter's Guide O Miernllam® LVL � signature and the date of such alteration, and a specific description of the alteration. 1.3E TimberStrande and Parallame PSL LSL hole zone hole zone 2 x diameter of the Y depth largest hole(minimum) Architect: DO NOT cut,notch or drill holes in headers or beams d - -- - - except as indicated In _ _ _l o o illustrations and tables. a a a Microllame LVL and BEAM TO COLUMN LATERAL BRACE Parallame PSL Header or Beam Maximum Round Joist allowed hole zone Depth Hole size middle Y3 span 43/e" 1" BEARING FOR DOOR BEAM TO BEAM BEARING AT 5Yz" 1 Y4" 2x4 brace at CONNECTION CONCRETE WALL d 1.3E TimberStrande LSL allowed hole zone d " each column BEAM ON OR WINDOW HEADER Se�ustration for Allowed Hole Zone COLUMN CAP Strap per code if top plate is not continuous over Simpson header I Tie®or General Notes Stron USP LSTA9 stra - Allowed hole zone suitable for headers and beams with uniform loads only. (or similar) ` Round holes only Top mount No holes in cantilevers. hanger Face mount Protect untreated AD RAC ILIA No holes in headers or beams in plank orientation. Floor beam han er wood from direct P1 9 contact with a i i L, WARNING Column L3 See current(Level®literature L4 concrete DESIGNS,R LC for framing connectors A2ACH 1 6@GMAIL.COM Metal post cap (516)289-2461 Joists are unstable until braced laterally Verify beam bearing length below Bracing Includes: j27 and column capacity on page 42 g of TJ-9000 Specifiers Guide Blocking - SheathirStrut li Stnes Project Title: Hangers ' Rim Board - Rim Joist 3360 7 i u n n e W 1.t a I►..� ,/' + - TJI®JOIST NAILING REQUIREMENTS at BEARING Cutchogue, NY WEB STIFFENER ATTACHMENT TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1Y4"TimberStran& LSL or (Load bearing wall above) iLevel®1Ys"rim board. One 10d(0.128"x 7) *With point load from above,install web stiffener tight to top _ nail into each flange DO NOT walk on joists DO NOT walk on jolsts DO NOT stack building flange(gap at bottom flange)when there is no support below. Drawing ride until braced. that are lying flat materials on unsheathed One 8d(0.113'x 2Y2) INJURY MAY RESULT. joists.Stack only over nail each side.Drive beams or walls. Depth Minimum Web Nailing Requirements nails at an angle at - ENGINEER FLOOR WARNING NOTES. TJI Joist Series (in.) Stiffener Size Type Number Nails least 1)'2^from end. I JOIST DETAILS �� End Intermediate 1%a minimum bearing at Also see detail B2 Lack of proper bracing during construction can result In serious y8"minimum 110 All 5/s"x 25�s" end support;3Y"minimum accidents.Observe the following guidelines: 1" " 3 „ „ gd at interrediate support 0Y2"forTJI® 23/a maximum 210 All ;4"X 25/g" Shear transfer.Connections equivalent to 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJIe joists must be completely installed and properly nailed. 230&360 All /g x 2Ys (0.113"x 2Y") floor panel nailing schedule 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 560,560D, 3 3 Project f Scale: s31 &s33 All 1„x 25/s„ Rim to TJI®Joist accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. S47 joist) � l000-111-11-2e.2 as rioted 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. 16d 1Y4"TimberStrande LSL or 3Y2"wide TJI®rim Web stiffener each side. 560&s47 All 2x4 „ „ iLevelm lYs"rim board or Date:Without this bracing,buckling sideways or rollover is highly probable under light oonstnrction loads-such as a worker or (0.135 X 3Y2 ) joist:Toe nail with meet p: one layer of unnailed sheathing. See sizes below. 1%"wide TJI®rim joist: 10d(0.128"x 3 September 18, 2024 x of x 4.Sheathing must be completely attached to each Us joist before additional loads can be placed on the system. 18 4 4 7 One 10d(0.128"x 3")nail nails,one each side 3Y2"wide TJI® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Tight fit* 20" 16d 5 5 into each flange of TJI®joist flange floor joist Sheet: 6.The flanges must remain straight within 1/2'from true alignment. O 560D 22" 2x4 (0.135"x 3Y2") 6 11 2 Y,8"-2 s16"wide Up rim joist:One 16d(0.135'x 3Y2*wide TJI® A Weyerhaeuser,il-evele,Microllams,Parallam®,Silent noore,TimberStrand®,TJI®,and Trus Joist®are registered 24" 6 13 � 3yZ)nail into each flange rim joist n - ® � ® o trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. 1V4"minimum bearing Top vrew A Locate rim board joint between joists. i Q) a) a� s~ 0 0 C� N (D p N a 0 a 0 \CO co co CO 4) C\2C C % — \\\\ OD O O — .- o O Z W 5'-411 2'-Il" 2'-11" 2'-8" 2'-8" I - — — — — — — — K — — — — — — — — — — — — � � G 4+ V^` l\ U 61 ►n 0 61 � LE (P 0 0 V c� 2 � > ^ U �- L11r t ti= O 1 - 1 I 1 17 t' N (v t•-I lV .-t.i/ - - - - - - - - - - - - - - 0 � co UNIT: QK UNIT: Q UNIT: � UNIT: NO UNIT: QO UNIT: ® UNIT: ® UNIT: ® UNIT: 0 UNIT: 0 U bD QTY: 4 QTY: 2 QTY: 2 QTY: 1 QTY: 2 QTY: 6 QTY: 1 C,QTY: 2 QTY: I QTY: 8 �, 1 .� I) Q 5'-4" 5'-1011 Q� 0 O U f) f) 2'-8" 2'-8" �3'-0"� �5'-114" �3'-5"� �3'-5"—�f �5'-11 "� .f-3'-0"—�( �2'-11"� 2'-11" 2'-11" .f—2'-8"� � U — ��N �—N co ifJ Wit- IR LA D�G r co t- cfl tf3 cp U -- _ UP 5 RISERS 71 _ _ _ IN IN — — — — — — — — — — — — A VE FIRST FLOOR Sign 0 5eal: UNIT: ® UNIT: ® UNIT: © UNIT: i UNIT: 0 UNIT: ® UNIT: QF UNIT: 0 UNIT: UNIT: I� UNIT: QJ aEDAR QTY: 6 QTY: 2 QTY: fo QTY: 2 QTY: 2 QTY: 2 QTY: 2 QTY: 2 QTY: 2 QTY: 1 QTY: 1 �(rG E R. CISr� C� i NEW W I I �ID O LU 3 C" ID U L „ „ „ It a vl ki I tl ny p on, mess acting 12'-0 .�—2'-II �2 -II2'-11 -5 un�2 r t I use I ct,to alter an fdi way. l m b seal of an 1 _ I O O W — arch ere erl I ed shall affix to 1111MO i his Ite red by,followed SOLE /4 - I -0 511 specflc des �� ationh alteration,and a 1l1 tll _ N 0 0 0 1 1 1 — Architect: WINDOW SCHEDULE FELLA NN N N LIFETIME SERIES ABOVE CELLAR SLAB NO QTY, DESCRIPTION UNIT HEAD SILL U-FACTOR SI-ICzC REMARKS DIMENSIONS HEIGHT HEIGHT UNIT: QU UNIT: QY UNIT: Q UNIT: A 6 (1) 3265 CASEMENT UNIT 2'-8" x 5'-5" 8'-0" 2'-�" 030 0.40 QTY: I QTY: 2 QTY: 1 QTY: I B 2 (2) 3265 CASEMENT UNITS 5'-4" x 5'-511 8'-0" 2'-�" 030 0.40 C 6 (l) 3696 FIXED DOOR UNIT 3'-0" x 1'-11t'2" 8'-0" 0'-01/2" 030 0.40 FIXED DOOR UNIT p IX 1 1 E 2 (1) 4111 PICTURE UNIT 31-511 x 5i-IIII V_011 2-1it 030 0.40 E2 2 (1) 4153 PICTURE UNIT 3'-511 x 4'-5" 8'-m" 3'-�" 030 0.40 TEMPERED GLASS 'V STAIR LOCATION - G 2 (1) 3696 IN-SWING DOOR UNIT 3'-0.1 x 1'-I11i2" 8'-0" 0'-01/2" 030 0.40 H 2 (1) 3553 CASEMENT UNIT 2'-11" x 4'-5" W-0" 3'-111 030 0.40 KITCHEN UNIT AD RAC ILIA 1 1 (2) 3553 CASEMENT UNITS V-10" x 4'-5" 8'-0" V-1" 030 0.40 KITCHEN UNIT J I (1) 3253 CASEMENT UNIT 2'-8" x 4'-5" 8'-011 3'-1" 030 0.40 TEMPERED GLASS DESIGNS, LLC BATHROOM LOCATION A2ARCH 16@GMAIL.COM (516)289-2461 K 4 (I) 3565 CASEMENT UNIT 2'-11" x 5'-5" 1'-0" 1'-1" m30 0.40 SILL HT LESS THAN 24" - PROVIDE OPENING RESTRICTION DEVICE L 2 (2) 3565 CASEMENT UNITS 5'-10" x 5'-511 1'-01, 1'-1" 030 0.40 SILL HT LESS THAN 24" - PROVIDE OPENING RESTRICTION DEVICE Project Title: M 2 (1) 4165 PICTURE UNIT V-5"x 5'-5" 1'-0" P-1" 030 0.40 (1) TEMPERED GLA55 UNIT 6 FRONT BATHROOM 3360 Wu n n e w e t a N 1 (1) 3253 CASEMENT UNIT 2'-8" x 4'-5" 1'-0" 2'-1" 030 0.40 SILL HT LESS THAN 24" - PROVIDE OPENING RESTRICTION DEVICE O 2 (2) 3265 CASEMENT UNITS V-4" x 5'-5" 1'-011 1'-1" 030 0.40 SILL HT LESS THAN 24" - PROVIDE Cutchogue, NY OPENING RESTRICTION DEVICE P 6 (1) 2g53 CASEMENT UNIT V-5" x 4'-5" 1'-0" 2'-1" 0.30 0.40 (1) TEMPERED GLASS UNIT 6 PRIMARY BATHROOM Q ► (1) 3682 OUT-SWING DOOR UNIT 3'-0" x 6'-91i2" 1'-0" 0'-2�z" 030 0.40 Drawing Title: ,1 TEMPERED GLASS R 2 (1) 2353 CASEMENT UNIT i'-11 x 4'-5-1 1'-0 2-1 030 0.40 'W PRIMARY BATHROOM WINDOW & DOOR S 1 (1) 5353 CASEMENT UNIT 4'-5" x 4'-5" 1'-011 2'-1" 030 0.40 TEMPERED GLASS g PRIMARY BATHROOM SCHEDULE T 8 (1) 3253 CASEMENT UNIT 2'-8" x 4'-5" ATTIC ATTIC 030 0.40 WINDOW UNITS 6 ROOF DORMERS U I (1) 14402 3-PANEL GLIDING DOOR 12'-C"x 6'-9V2" 1'-0" 0'-211z" 030 0.40 Project X: Scale: 1000-111-11-26.2 As Noted V 2 (1) 3553 CASEMENT UNIT V-11" x 4'-5" 1'-m" 2'-1" 030 0.40 W 1 (2) 3553 CASEMENT UNITS Date: Sheet N: 5'-10" x 4'-5" 1'-0" 2'-1" 030 0.40 November 08, 2024 x of x X 1 (1) 2935 CASEMENT UNIT 2'-5" x 2'-11" 1'-0" 4'4" 030 OAO TEMPERED GLASS m Sheet: ASEMENT ATHROOM B A- 601 . 00 fzA'�rD 7Ei�AC)= 18.00' ly I�?0 m y r r 38&.44 50. T. " r fI I KiTc' N 0 X >< O_ I L 0 0) Lid 1 m CO ��• .y A Lid It N CD < DO (::)I(Z) 61 v - -- 1 nl c<1 1 , z� ,-a tQ �f✓� F - Kt -- fR�� LOOK-' 21 ,1 O1-12 S �TT a) t � cfl SST '- Q 0 I I I ar4 U 13.9�0' —1m.4(o' 18.Om� -- _ _ 13.31. i 93-1 12.2"1' I I 19.04' CO i�� v O 20.600, � lS.mm' 0 0 % G A RAGE UJ,4 �E - I GY T ct211 U � I L_= I rn xM { t (� S� U 4.92' ��_1-1 SOFT. � _.� � -� Y) PORC�I I o 0 U n` Q) U Z � CO Jm'23. c CO - I .I II II � O I CO 11 I CD CO I: SCALE N.T.S. II � „ P�RAT FL®® PLAN Q r ll -- ---- - - r I II �I � � • 18.m6/1- " � � S.m®�\ � 20.00`,:.4 --- Sign t seal: --- - - - ---- --_-____--__ I _ P®�CH RED !' --- _ RAC II - - - - - _- -- - - - - 33 1l SOFT, � 8 B.00 a FT r - � � q • yP 9 tin ct,to alter It a w I ti an on, mess actor .\ -- — - an way.11 all 1 em b seal of an arch ereA shall affix to CsA �F 1 11 I 1) I `\ 1 _ -- his ite red by"followed J µ p, + I II I' C \\ / CSC T _ _ by his sl eOa fl t ch alteration,and a Spec]is des ation. ' 11 • 3.001, - - - - - - - — - - - \\ if IL �u --- - 4.1Architect: it IIL r : i - \ ID L I \\ \ ATTIC \\ \ it \�?----------------------------- y--- 2,ro 1-1.00 eQ.F t . f� u , I -- ADRAGNA --__- 26.mm ►I = DESIGNS, LLC18.mP>' A2ARCH 1 6@GMAIL.COM (516)289-2461 I I 0 Protect Title: I I - - - 3360 Wunneweta PROPOSED - --- --- - -- - - - - - - - - 1 _ Cutchogue, NY FIRST FLOOR 3,101-12 s .ft. I I I I SECOND FLOOR 2,61-1.00 s .Ft. I I Draw-jUle: TOTAL 5,-124.-12 sciSt. I i MAX ALLOWED: 6,'115.45 SOFT. i i AREA DIAGRAMS I I . .. I I SECOND FLOOR PLAN SCALE N.T.S. IProject/: Scale: 1000-111-11-26.2 As Noted Date: 5heet N: I II November 08, 2024 x of x li 5heet: t A - 602 . 00 I , I ► I I�I lgl -( r I I II II ► I I'I I I �' R I II I I I�i i'I I a�i I i t I I I � I ♦-1—MASONRY WALKWAY OVER I I I I 1 4" POURED CONCRETE SLAB (4,000 P51) z tb I I REINFORCED W/6x6 Imam W.W.M. 0 I I OVER 6 MIL POLYETWLEENE VAPOR BARRIER vl ( I li 0 sue- 0 I I OVER 8" COMPACTED GRAVEL BASE i�I I�I 2 S R. �z tx I I I I I I g 6" O.C• p 2x8 .R. � - rn 23 -0 g 16" G u 0 " I 1 11 I I I ;/2 20'-1 2„ ►e I ,21 +/0w2E1 '1 y o - - - - O - - - - - - - - - - -j u- S CD � � V IN -� (2) 2x8 WDR I � O `� �» - - - - - - - - - - - — T.O. WALL I N roO +/A�%o � � � � �m�\Q I a a EL. 6033" I x -------------------------------- I + I a Nr—r—______.n________m____ __T_____ m ro o T.O. WALL 0 _ �_ l ) 16" LVL ;L II ;; 0 I I = :!; .� EL. 60.67' I I _. �,r z� � � 'L �- ��'1 - -- { ------------------ �-- y Cd ' y I I I r 1 �� I II I II r I I 2x6 FRAME WALL I I o `' o a� At 'I arrlc I d I II I�O II I �r cc a, � � I I I C I QO II j Q% 6 I y ci o .-, `�° o SCUTTLE u I ° (k O ,� \\\\ I I II M � I 2x8 R.f�. x — Q N �� 116 0. O O II I I `x DOUBLE G.J. I h I q I. r` I �� --- ------_____—__ �@ �I z — T.O. WALL N I x I I A - --- -- I y+ QI I � I I g EL. 59.6"t" , 22'-i" I 1 = q C m 2x8 R.R I 31 V pi 16 O.C. I 1 0 o i �i DOUR. ✓I p I I IRL 160 i 0 i �I (�"4 14" TJI 560 GJ. II "It ID 140 cx — 1 LLI ! O IS 240 r I I I I I I g ,611 O.G. 1 II I 11 1 � � If xl p - ------- --------I-1---=_�____= I i 2xd R.R. 2x8=R.R. 16� O.C. Y ------------ - ----------- 1 t ,� r ------T-------1 -►-----,---- I i o 0 ✓I i ii i ii OU 1 2x8 G.T. 1 1 I —' g 1(01 O.G. 1 I GARAGE SLAB 6 EL.60.00' I I � i ii i ii -" � i I I U Q+ -p 4" POURED CONCRETE SLAB (4,000 P51) I I f� II I I J ii ® I = 1 I .• �. ._ G REINFORCED W/6x6 Imp W.WM. V I i ii i IQ 0 11 I I� i 1 DOUBLE R.R. co OVER 6 MIL POLYETWLEENE VAPOR BARRIER I I (L/ It OVER 8" COMPACTED GRAVEL BASE O [� I ii i - ii Il _ I� I (CS j J GARAGE 0 I `Q m ; I I > 2 = � i ii i ' � ii = � 6X flu � � I I � TYPICAL FOUNDATION WALL ^ „ i ii i x IV cx PITC1 4 SLAB Ys PER FOOT , II U- 1 ( 7 O 811W P.C.FOUNDATION W/ "4 BAR 10 18" O.C.WORIZ. I I N I Lj 1 N I 1 I "4 BARS IV 15" O.G.VERT. INSIDE FACE ( " , `� 1 TOWARDS O.N.DOORS n n I 1 d M4 6 IS" DOWELS INTO FOOTING I i i ii i imp ii IN i I I p U �J b Ix i • WATERPROOF ALL FOUNDATION WALLS V I „ I ' DOUBLE RR.) 0y c) 2x8 G.T. I :+� S•-I I u !DOUBLE R.R. I I U 1 I g 16 O.G. I 1 �I TYPICAL FOUNDATION FOOTING I I f 1 _ y I { I I W ,,-t 3500 PSI POURED CONCRETE FOOTINGS _ r------------------ ----------- _ I i 1 tV U 12" DEEP x 2'-0"W W/(3)•4 REBAR AND I I V I I I I I 2x RR e "4 REBAR GROSS TIES m 18" O.G. 6 BOTTOM O' I I 1 2x8!RR. ^w O �. - — 14" TJI 560 CJ. 0 A I6 O.G. r_I_______T________I _ _____.�____ I 1 I I L NOTE: M4 BAR A 12" O.G. DOWELED INTO WALL ABOVE I — I 9 1611 O.C• i I I b M 1 1 I I ll 1 II I ;I a) a� II I i I Q1 �I I~ li li v o I2XS R.R. ; s to .. . a I II I .I I I � I ii I 1Q 0 11 (Y 16 O G I 1., DOUBLE RR.I p 0 ° =0 C ° I I ' _ I u I I �p V) Z I I I I „ �Q I I �/ U NI 2x8 R . +� O 0 16 11 O. [� �, N I 11 II I x Q II .` I p 1 Q) T.O. WALL I I I/i I l; e i i Q0 0 O 2x6 FRAME WALL I I N N N ------------- --------- --- ----- I CO FT Lj (3) 16" LVL ; ;; — ;; r —' ~—L--'----L--------"-------- ----- I I T.O. WALL I U p - EL. 60.61' - - - - - - - - - - - - - - - - - - - - - I =1N �_4 p p1 �, N (2) 2x8 HDR I - m I Signeseai: I ,j • I `x (2)2x10 o Eo,,�R - - -- - - `�' �- - - = — 0�- - - - - - - - - �CER c - - - - - - - - - - - - - - - - - - - - - - - - ('may �QP'ERbq,�o% 23'-0" 11'-6" It a vl I tl any p n, nless acting I � I � I I � Iun r t� I else 1 ct,to alter F 0�N D ,4 T I ON L A � �L A I V 0 0 >I�-- A I � an �) way. cm be seal of an archI ere n A tt I ct shall affx to his Ite ~/ red b�l'followed SCALE 1/4" = 1'-0" SCALE : 1/4" = 1'-m" SCALE 1/4" = 1,-0n specfades �� atlonhalteratlon,anda 2 m 1 2 4 2 m 1 2 4 2 m 1 2 4 Architect: LA L—J . I I N N AD RAG NA DESIGNS, LLG - - - A3 YE—FIRST�LOOR - - - - - - - - - - - - - - - - - - - - UNIT: 0 UNIT: 0 UNIT: 03 UNIT: QTY: 3 QTY: 1 QTY: 1 QTY: 3 A2,ARCH 16@GMAIL.COM (516)289-2461 Project T21e: 3360 wunneweta NEW W I N� O UJ 5 C� D U L Cutchogue, NY SCALE 1/4 If = 11_011 Drawing Title: GARAGE PLANS WINDOW SCHEDULE LIFETIME SERIES Project N: Scale: UNIT HEAD SILL 1000-111—a-28.2 As Noted NO. Qtl'. DESCRIPTION DIMENSIONS HEIC�Nt 44EICx4-4t U-FACTOR Sf-IGC REMARKS 1 3 (1)3265 CASEMENT UNIT 2'-8" x 5'-5" 8'-0" T-111 030 0.40 Date: Sheet 2 1 (2)3265 CASEMENT UNITS 5'-4" x 5'-5" 8'-011 T-1" 030 0.40 November OB, 2024 x of x 3 1 (1)3253 CASEMENT UNIT 2'-811 x 4'-5" ATTIC ATTIC 030 0A0 ATTIC DORMER UNIT sheet: 4 3 (2)3253 CASEMENT UNITS V-4" x 4'-5" ATTIC ATTIC 030 0.40 ATTIC DORMER UNIT A- 701 . 00 12 y Q 12 au 'v 0 Q) 24 0 ° � Q o .In J t- _ 0°� co c, : mz cc 10 R. M R ram., Q1 rn o p" O i O c :� c� -4 p �rxav� rz p \rn rn ��M� rl M� co 0 0 -i ED FF__11LL.==JoF=1 �000 000� o� oo -- -- - - - - - - - - - - - -- - - - - PR�E-EXISTING GRADE —a - - - - - - 00 — CSHR'AGE: G2.E;0 — — _ — — — e. — — E3 M- - I — — L—� P 7� -'— — — — — — — luiF Q) El ��oo aaaa oc�3 � C) o o U � � 4- 6 SCALE : 1/4" 1'-01' 2 m 1 2 4 SCALE : 1/4" = 1'-0" O 2 m 1 2 4 Q) coO o Q I~ U _ co N ✓~ O O [/) U En Y) N O o CIO 0 w wv O a v co 0 A co � mz 0� O Sign 4 Seal: cn R. aQ OI OO OI � It a vi I ti ary p on, nless acting "n r ta i se api ct,to alter an (dl' way. i em I? h seal of an arch erect er I ct shall affix to his ite V red W followed by his si eOa Ft ch alteration,and a specific des anon. - - - - -- Architect: TYPICAL ROOF CONSTRUCTION: 42 a ELEVATION ( 5 0 I Iash`�JT—T( ) -GRAND MANOR ROOF SHINGLES I -PROVIDE RIDGE VENTS Z OC SCALE : 1/4" = V-0" -ALUMINUM FLASHING AT ALL ROOF I/4 = -��� _ VALLEYS, OPENINGS AND ROOF SCALE 1/4" �I 2 m 1 2 4 PENETRATIONS -GRACE SNOW AND ICE SHIELD FROM 2 1 2 4 EAVES TO POINT MIN. 36" PAST THE WARM SIDE OF WALL LINES r ATTIC -301b. BUILDER FELT -3/4" CDX PLYWOOD SHEATHING -ROOF RAFTERS g 16" O.G. �� I 14" AD RAG ILIA C.J. � 1(0" O.G. ] L, TYPICAL WALL CONSTRUCTION:STUCCO F DESIGNS, L, C. 30 LB. BLDG.FELT EXT. CDX PLYWOOD SHEATHIING A2ARCH 16@GMAIL.COM .2" x 6" STUDS m 16" O.C. FIREBLOCKING AT MID POINT OF (516)289-2461 WALL HEIGHT 9 EVERY STUD AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK GYPSUM BOARD FINISH ON WALLS ProjectTdle: . "TYVEK" HOUSE WRAP GARAGE iv 3360 W u n n e w e t a le0 Cutchogue, NY Drawing Title: GARAGE ELEVATIONS TYPICAL FOUNDATION WALL & SECTION 8"W P-C.FOUNDATION W/*4 BARB 18" O.G. HORIZ. 4" POURED CONCRETE SLAB (4,000 PSI) 04 BARS 0 18" O.C. VERT. INSIDE FACE REINFORCED W; &x& I01fm W.W.M. 4 •4 ® IS" DOWELS INTO FOOTING OVER 6 MIL POLYETHLEENE VAPOR BARRIER • WATERPROOF ALL FOUNDATION WALLS OVER 8" COMPACTED GRAVEL BASE Project/: Scale: TYPICAL FOUNDATION FOOTING 1000-111-11-26.2 As Noted 3500 PSI POURED CONCRETE FOOTINGS 12" DEEP x 2'-O"W W/(3)04 REBAR AND Date: 5heet N: "4 REBAR GROSS TIES ID 18" O.C. 6 BOTTOM November 08, 2024 x of x NOTE: '4 BAR 9 12" O.C. DOWELED INTO WALL ABOVE Sheet: e CT I ON A - 702 . 00 SCALE : '/4" = 1'-0" e - c I TEI(PROOFING MEMBRANE T.O. SUBFLDOR 1@ ELEV. ro1.50' � I 10 , _� pTECTEp W/ 1 RIGID INSULATION :'', J _ _ �►`a a _ 111 I—I I Mi I I—I I— T.O. WALL a ELEV. 61.18' _ - - - - - - - - - - - - - - - - - T.O. SLAB "SEE PLAN" I — I I—I I (— TERRA 1 I = � PITCH a-X°— - xa— (I 'a _ III—I ( I- FILTER FABRIC ° a ° o 0 0 I— — I MEMBRANE I MASONRY TILE FINISH 0 -) I— I I— OVER 2" SETTING BED _ d 44 ° d _ = W/ 4 POURED CONCRETE SLAB (3,500 6„ M4- SEE 11-1/8" F.J- (SEE FRAMING PLANS) I I I � J PSI) REINFORCED W/ 6xro 10IG W.W.M. OVER I I I - o °—°— - I—III—I I (—I I 6 MIL POLYETHYLENE VAPOR BARRIER T.O. SHELF ELEV. �00.19 I I 0 4. .� d_ .e n & -0 L' 4. 0 TYPICAL FOUNDATION FOOTING I 3500 PSI POURED CONCRETE GRAVEL FOOTING NOTE: SLAB TO PITCH I I I U 12" DEEP x 2'-0"W W/ (3) *5 REBAR CONT. 2'-(�"---,� DRAINAGE AWAY FROM FOUNDATION 05 REBAR GROSS TIES -0 12" O.G. 6 BOTTOM I I o �0 MASONRY PATIO FINISH, OVER 2" SETTING BED �" r a o G tY . OF A UNLESS OTHERWISE NOTED MASONRY PATIO g EL.61.00' I I � � P ALL LE F 4" POURED CONCRETE SLAB (4,000 PSI) I o o *5 BAR Q 24" O.G. DOWELED INTO WALL ABOVE ' " I i I = 'in -in I ® OF FOUNDATION L D G � I REINFORCED W/ 6x6 'mfm W.WM. I Q � � 7� 1=, FOOTING DETAIL = - -- - SCALE: 3/4" = 1'-0" C\2 CD \CO cc ro o0 0'-52' 8'-0' 3'-34 _4z, 3'-94, 00 o o r On � F n TZ16 @ 12"x12" PIER OVER I� 1 J L — — — — — — — — I 48"x45"x12" P.G.FOOTING �T-OWA W/ (4) 05BAR650TTOM 23 EACH WAY - - - - - - _ - - - - - - - - - - --------______________ _______________ - -- - - - - �OWEAOTL �T.O. WALL `:' F-STEEL BEAM STEEL BEAM ocKEr POCKET 60.19 I I TERRACE FOUNDATION I ���II p O T.O.TW ALL T.O. WALL =�N 3500 PSI POURED CONCRETE FOOTINGS �—I O 61.1A I :F I _ 8 GONG. FOUNDATION W/ 4 BARS 24 O.C. VERT. I I a -+� CELLAR SLAB e EL. 51.50' I I *5 REBAR CROSS TIES -s 12*" O.C. e BOTTOM OVER 4" POURED CONCRETE SLAB (3,500 PSI) , 6, 12 DEEP x 20 w W/ (2) ,14 REBAR CONT. AND I I N U 2' ( I REINFORCED W/ 6x6 10/f0 wain. I L *4 REBAR GROSS TIES 24" O.G. g BOTTOM + OVER to MIL POLYETHLEENE VAPOR BARRIER F > J I OVER 12" COMPACTED GRAVEL BASE 0 0 o TYPICAL FOUNDATION FOOTING 3500 PSI POURED CONCRETE FOOTINGS t '' UNEXCAVATED I I 1.., U T.O. WgLL STEEL BEAM POCKET TYP. @ 12 DEEP x 2'-0 W W/ (3) *5 REBAR CONT. AND I I FILL wlTl-{ COMPACTED O U M 55.40' COORDINATE WITH STEEL *5 REBAR CROSS TIES -0 12" O.C. m BOTTOM I I r SAND GRAVEL I I FROM FRAMING: PLANS,FULLY �p TYP. OF ALL UNLESS OTHERWISE NOTED I I � U FILL VOIDS WITH N.S.GROUT NOTE: "5 BAR e 24" O-C. DOWELED INTO WALL ABOVE (� I TYPICAL FOUNDATION WALL10"W CONC. ,.;,•_;;`;?` I -�' {_; 0 W1 05 BARS 24" O.C. VERT. I r ` ..ATIONI I -� O *5 BARS ,w 24" O.G. HORIZ. INSIDE FACE I :' '16' l'-61' I O "~ 4 *5 Q 24" DOWELS INTO FOOTING I I I I Q) U I HSS HSS HSS HSS =. _ „ 60"x60"x12" P.G. FOOTING d11�t I I 5x5x5/16 5x5x5/16 I I 5x5x5/160 x60 xl2 P.C.P.C- FOOTING-�a 5x5x5/16 I I L — v� r — — — — — _ — — — T� (HSS COLUMN W/ (5) *5 BAR 'm BOTTOM COLUMN COLUMN W/ (5) *5 BAR 9 BOTTOM COLUMN I — — — — - — — — — — — — — — p 1 T.O. WALL I I EACH WAY I I I EACH WAY I I 60.19' 5x5x5/16 I I coLUMN I I I I r� N 1 1i I 1' - - - - - - - - - - - - - - C 0 -42 � 4ill-loll3'-0 '-'12 — •of.' 2 — n n n STEEL BEAM I I 36x36x12 P.C.FOOTING L — _ _ J L - - - _ J L _ _ _ _ J L _ - - _ J POCKET I Cy r I W/ (3) *5 BAR 6 BOTTOM 60"x&0"x12" P-C.FOOTING I I � � � EACH WAY W/(5)5 BAR A BOTTOM EACH WAY ' 5ign!Seal: - f TREATED POST I I En OVER ABA BASE R 'C I I @ @ I �36 x36 x12 P.G. FOOTING T.O. WALL I \���QPER -1t W/ (3) *5 BAR 'W BOTTOM L — _J EACH WAY T.O. WALL 61•IS' I I ,* � •t I I `, It a v, 1 ti ny p on, nless acting un r-tk i se i ct,to alter an Idi wayr,em b seal of an arch ere gteP i ct shall affix to his ite red b�/'followed T.6 WALL �' I I by his s1 e as ch alteration,and a IT O. WALL I I N 5pe if ic des anon. " STEEL BEAM T.O. WALL POCKET 36 x3ro x12 P.C. FOOTING �"0"19 _ g AM (3) TT AM STEELW/ *5 A O OM ,;....:., . ... .,.•,.. - - - - - - - - - — - - - — — Architect I POCKET r- EACH WA -� — 61.18' — P I L - - - - -- - - - - - - - - - - - - -- - - - - - Y 4'-6' - I -4' 4'-6't—�/ TREATED POST— -� - - - - - I �i - - I—OVER ABA BASE � -� — — I T.O. WALLFj - ,I` 4'-11'�--�' I T.O. WALL I 0--1---MASONRY WALKWAY OVER - 0 I 1 4" POURED CONCRETE SLAB (4,000 PSI) I I REINFORCED W/6x6 'm1fm W.WM. WVVI N AV I I OVER 6 MIL POLYETHLEENE VAPOR BARRIER FILL WITHCOMPACTED L — I I OVER 8" COMPACTED GRAVEL BASE I I I - - - - - - - - - - - - - - J I — SAND 4GRAVEL T- I L- - - - - - - - - - - - - - - - J ' , 1 - ICONCRETEI - - - - 4 POURED S A 13500 23' 0 P RED L B 4 i.. .�::..., ..a.: i' a 01 10 � REINFORCED W/ 6x6 �0 W.W.M.wW OVER 6 , 3' 0' - POLYETHYLENEI - I MIL VAPO BAR IER I � - - - - - - - - - - - - - - - - - - `� I L - - — - - - R — R - - - 1 I `� - - - - - - - - - - - - - - - - - - - � � , . . - - - - - - - - - - - - - - 60.50' T.O. wAL T.O. WALL AD RAC ILIA T-O_ WAL ,-O' 20'_0 8'-0' DESIGNS, LLC EL. 60 l' 24'-5' 8'-0' A2ARCH 1 6@GMAIL.COM I I I (516)289-2461 m T.O. WAL Project Tale: 59. 7" I +r� FILL SOLID W/MASONRY AFTER 3360 wu n n e w e t a I I STEEL IS INSTALL i I I �O INN A T I ON L ,4N GARAGE SLAB e EL.60.00' Cutchogue, NY 4" POURED CONCRETE SLAB (4,000 PSI) REINFORCED W/6x6 I%W-WM. I I SCALE : 1/4" = 11-0" II OVER 6 MIL POLYETHLEENE VAPOR BARRIER II I ( OVER 8" COMPACTED GRAVEL BASE I NO 1 E: 2 m 1 2 4 61 !L� I _ Drawing Tale: I I I I DO NOT BACKFILL AGAINST FOUNDATION WALLS TYPICAL FOUNDATION WALL UNTIL FIRST FLOOR FRAMING IS COMPLETELY FOUNDATION PLAN 811111 P.C.FOUNDATION W/ 4 BAR g 18" O.G. HORIZ. I I INSTALLED STEEL BEAM REFER TO FIRST FLOOR FRAMING;PLAN *4 BARS m 18" O.G. VERT. INSIDE FACE I I 4 04 m 18" DOWELS INTO FOOTING %"FULL HEIGHT WELDED STIFFENER BS.OF BEAM • WATERPROOF ALL FOUNDATION WALLS I I "`�` t.0. WALL T.O. WALL T.O- WALL 5" min. CENTERED OVER BEARING;PLATE I I I I J NOTE: 60.50' S4.00' �i"x5"xl2"BEARING PLATE TYPICAL FOUNDATION FOOTING ASSUMED ALLCWA8LE BEARING CAPACITY OF )"MAX.W.S.NGVJ-S�JRINK GROUT 70 LEVEL ProjectN: 5cate: I I 3500 PSI POURED CONCRETE FOOTINGS I i ----------- @ •r, _ @ o 0 0 0 1000-111-11-28.2 As Noted 12" DEEP x 2'-0"W W/ (3)"4 REBAR AND "; 2,000 P.S.F. -- VERIFY IN FIELD T.O. WALL ----------- T.O. WALL o 0 0 0 o T.O. wALL s „ - „ � - - 60.19' - ----- 51.50, o 0 0 0 55"40' (2) iB ,S8.OR GALV.THREADED RODS® 12" O-C. 4 REBAR CROSS TIES A 18' O.C. ® BOTTOM I I �9 ----- o o o o 0 m * � (CENTERED ABOUT if')THROUGH '"0 HOLES IN pate: Sheet#: NOTE: 4 BAR o 12 O-C.DOWELED INTO WALL ABOVE BEARING M W/12"MIN.EMBED November 08, 2024 x of x 12"CONCRETE WALL I :•: I GARAGE I I Sheet: FOR MORE EET E;ZMATION E3E ,4t%1F=)oC,< T DTAILm S - 100 . 00 61 SCALE : 3/4" = 1'-0" , Ash .y a� ILI � o C) 0 InO O S (D U) 'd Q) U Q, � 0) O a) a A a a O R" o UNEXCAVATED MASONRY 3 � ,� PATIO ON GRADE m a \� cs, coDo C — 07 O C Z i G\2 (2) 111'a" LVL EJ Q) c�d ® W 12 x 30 ® O 0 O ll_lka" TJI 360 F.J. ■ O � U � ® � O (2)11"14" LVL I N 1:i co UD _ u 1L 4--) CO I m O N= m I r\m ~\m ® Q) rO O �t U U N x x ■ ram I ■I � � � � U I I U � LZ 11��8" TJI 360 F.J. ■ Z O m 16" O.C. + 0 co 6D"4D"AV' P.C.FOOTING 60"x Vxl2" Pr_.� 0 TJNG 11 1 .—I _ W1(5)45 WA BAR ® BOTTOM I W/(5)05 BAR W IB0 OM I W 12 26 I 10 -02 0 � � U Hss (3)?No LVL I HasI HS ■ I +ass I I +ass � L 5x5x5 16 x5x5/16 ■ I x5 5/16 I ' �nx5x5/16 I �x5x5/16 I N N U COL COLUMN CC LU I COLUMN COLUMN Cc 36"x36"x12" P.C.FOOTING L ` J �-- r�—I11'e" LVL — — — L �— —J I W1(3)05 BAR ® BOTTOM — — — — — — — — „ I EACH WAY 6(d x60 A , P.C.FOOTIN ■ r 1 W/(5)05 BAR 0 BOTTO EACH WAY N ICI-4" ' I s gnsseal: ilea" TJI 360 F.J. 16" O.C. REO AR � �R. n� I 0 u in 111b LVL— — U- t0 N ' _1 Q r\ 1� ■ ^�' 3 ' -2 '_ cr1 O �� nl O ■ It a vi 1 ti • any p n, nle55 acting ILL un r t� _ se ct,to alter r�ro 0 V an way. I ern be seal of an ■ '> arch ere Tlli .ct shalt affix to - r�`p r�� ■ his 11 to -red by"followed by his si a as I t ch alteration,and a ,\° ' speclf c de ation. ■ I 'N rho I n u u ■ 36 x 6 A2 P.C.FOOTING W/( )45 BAR e BOTTOM Architect: EAC14 WAY ■ 00 I �1­4'_]P 9'-4" 4'-11" I I I i I (2)111'a" LVL I I I I I I I I 11'7 " TJI 360 FJ. I I O. _ WWI TJI 360 F.J_ I �—i MASONRY WALKWAY I I ON GRADE I I I I I I I I I I I AD RAG ILIA DESIGNS, LLC A2ARCH 1 6@GMAIL.COM (516)289-2461 Project Title: 3360 Wunneweta DESIGN LIVE LOAD: 40 PSF 2 BY BLOCKING BOLTED TO STEEL TO PACK OUT Cutchogue, NY F I F,:IST FL OOfR FRAt-I I NG; STEEL AND CONNECT (2) 2"x6" NAILER UNEXCAVATED GARAGE SLAB ABOVE JOIST HANGERS BEARING WALL BELOW SCALE 1/4" = V-(d" STEIE ED ON TOP OF REFER TO FRAMING Drawing Tale: ZZY_ L� BLOCK SOLID UNDER BEARING WALL 2 2 �( SHEETS FOR FLOOR REFER TO FRAMING JOIST SIZE AND TYPE SHEETS FOR STEEL SIZE FIRST FLOOR . ® POST � FRAMING PLAN ® POST ENDS STRUCTURAL LUMBER STEEL BEAM Project N: 5cale: LUMBER 1000-111-11-26.2 As Noted SPACING Date: 5heet#: November 08, 2024 X of X sheet: TJI. FLUSH &TEFL DETAIL 5 - 10 1 . 0 0 SCALE: 3/4" e V_0n a) ,~ tX U O _ 4. O F. O . s � -HQ) ° co 0 Cu m o a o Li, p 1:�4 fa� U) CL: \OOOco s Z CV o� (2)2x8 HDR_ (3)2x12 HDR (2)2x8 HO POST POST - - — — — — — — � W 14x38�iENDSs, s_ s, l3)2x12 HDR POST (2)2xI0 HDR — — IN" LVL — — 12-x10 HDR I 11"Ja" TJI 360 F.J. POST POST POST POST •. O -0 �O THRU ]Plea" TJI 360 F.J. i ENDS THRU 1 I I ENDS ,� X, O , 1 POST OST -1t (�11P JIENDS 1 I I MENDS U U THRU ILz POST w- 1'1 I 1 I `n II 'OSTco 11 I IENDS POST > 1L ENDSsto Id 1 I LL ° Lu 2)_8HD �ji I u I I�„ I I a� O O I 811 rq i Mo I lobo i lu tf — ((S U —III I�L�1 POSY I OST � Q4 lhkAa" TJI 360 F.J. 4f r� Q) I r, THRU - ,ANDS i 10 1� 1 fi' 16" O.C. I Q) O IL l o osr POST O lu ENDsj V) V) _ t4 ll NDS U U U � � Q) �' ° — I I 1 I —, z o 1 11"ka" TJI 360 F.J. -"" I� (3)2xt2 HDR POST 16 O.G. POST POST POST rn POST POST ENDS _ ENDS ENDS I (�Z 1 � O POSTPosr 17 7 ST THRU LIJ_LI�L1 LIIJ_L11� 717IJ7 �7Jy ; +, o (3)14" LVL (2)2x8 HDR t°pg (2)2x8 HDR 0 U POST IPO T POST (2)flye° LVL PDT I— — — — — - - — — - - - - — �— — — — � — — c� POST P T POST (2)2A2 HDR POST Q0 U " —III�IJ7_ IJ_Z IJ_71IJ_LI f� 1 THRU � 1 5ign 4 Seal: ll"ka" TJI 360 F.J. — n r� 61 U POST +� POST m Jlo" D.G. 1,E113 POSTm '3 IPOST DST THRU R. ENDS �t NDS 1 u- u PORU _ ~ _ POST POST�N 0 0 POST �aD 1 0 U qTHRU ENDS n \4THRU � � 1� r`� Q "gyp \9 POST 1 i It a vi I ti any p on, nle5sactimj to Y1 un r t use ct,to alter I— I lj an way. I em b Seal of an @ arch ere Sterj Gttct shall affix to I I r\ I ^ V ^ r\ f t I his ite ~/ re followed by his si e as Itt ch alteration,and a specific des on. n �1 _LIIJ_LII�ilI L-II��I J__Z: J7 - Ihka" TJI m F.J. r� IyIPOST 6 16" OST G ry IEND5 ENDS I I f�1 I� POST J1 1 1 , T+4RU 1 P0Ru Architect: , L .�, — — — 1 — ,�, — — I I DOUBLE FJ. FOR LONG SPAN- (2)2x8 HD� (3)2x12 HDR (2)2x8 HDR POST POST — — — — 11i1/a" TJI 360 F.J. 1 1 (2)MO HDR PORT THRU (2)2x10 HDR 6 16" O.C. 1 1 POST — — — — .J 1 THRU a (2)2XIO HDR 2x8 C a POST A POST Ck 4 I ° 16' O C. I A I ENDSA 9 0 ENDS X 1@ C a N c4 I � IPOST I � _ _ _ _ - - 041 I i ENDS (3)1115" LVL `r1/0 (2)2x8 HDR (3)2x12 HDR (2)2x8 HDR (2)2x8 HDR (3)2x12 HDR (2)2x8 HDR - -_ 40 (2)2x8 HDR66 AD RAG ILIA DESIGNS, LLC �_ (3) 16" LVL — — —r�c,�Z� L }L �7 �}��7 ���� — — A2ARCH 16@GMAIL.COM >r�r` Y 1 I (516)289-2461 —tl l j ATTIC 11 J p/ b l SCUTTLE I I (Y IliProject Tdle: 1 � I� � - - -'��-J - - - - - - - - - - - - � — _ 4 =� 3360 wunneweta N 1 ;'r DouBLE cJ. DESIGN LIVE LOAD: 3m PSF BEDROOMS ICN41 4m PSF BALCONIES Cutchogue, NY t/I 14" TJI 560 CJ. 1 m 16" O.C. I - - BEARING WALL BELO.0 SCALE 1/4" = V-m" I I Drawng Tdle: ���II�L� BLOCK SOLID UNDER BEARING WALL 2 ,a 1 2 SECOND FLOOR ID POST FRAMING PLAN ® POST ENDS STRUCTURAL LUMBER STEEL BEAM Project M: 5cale: VI LUMBER 1000-111-11-28.2 As Noted L1 ' 1 p _ SPACING 1 I" Date: 5heet M: x I � '/ � November 08, 2024 x of x J .. Sheet: �) GARAGE V I 1 ►J — 1 0 2 . 0 0 V I SEE SHEET A-101.00 V11 I/A FOR MORE INFORMATION U a) b >~ o n S, 0 �U r O O •� R 9 N CO. iv rn O P" o c p! 'v� 17) 3 co •r+ >~ . a a) O G1. U) f4 �CD CID coco CQ CD o rn rn o CO O O z CQ (2)2x8 HOR (2)2=HDR (2)2=HDR (2)111ka" LVL (2)II16" LVL (2)IIZa" LVL J POST —®OST POST POST- (2)2xS HDR (2)2x8 HDR (3)2x10 HDR (2)2x8 HDR (2)2x8 HDR — — ST )14°LVL �.L � 7j 7 �II (3.1_4 F"L-'VL.. ' —o �3rjI - — -- +o' +p ST (2) 2x12 C.J. (2) 2x12 G.J. O—t O e 16" O.C. 6 16" O.G. R+ � (2)2x x1 Y � (2)2x12 — — — — — — — — — — — IJ7 _7_�I I�LII�L-I I11 —�I7 st 0 POST N I:"POST 0 057 O � UO >I UOI UO I r N -j I 2x12 C J. ) I � O c� X — 'o I g Iro" O.G. - r, I - POST OST `' F=05T POST POST (2)Wks„ LVL ENDS I NDS IENDS ;IENDS ENDS J n OST O t I (2)1116" LVL I HRU I I I �, I or. � O (1 T$ , U Q +0 VI � I I ✓I POST U to co OC (2)2x10 2x12 G.J. I I G fi — — U e� x12 I Iro" OG C2)2x8 HDR 4D POST FDOST y/ c� ��� X I POST POST OST I O 1c o I t o N@ I I N I I (2)2x8 HDR ® Q -4-J ^I I POST POST I/1 P THRU ,1 W U 2x FRA E W 6 AL IY I I I I co Q Z � 04 2x12 G.J. ATTIC I I g 16" O C I 5ign 45eal: DOUBLE RR TL �¢ED A/?C Iu- POST (2)2x12 RS. POST (2)2x12 RB. I OST POST �)) .�p,��/)� DoiD BELOW BELOW OS7 (2)11Z'e LVL U ? U U — — — — — — ENDS— — — — —I/1 — - - — — — — ® J POST OST �C3)2x12 POS X I � 2x8 R.R. � OST T� POST OST 06 OST 06 _ � U O � � B g 16" O.C. ENDS HRU , 0 HRU � - ENDS �+ HRU D B RR Q cq 0 @ I ) It >a vi I ti ny p on, Mess acting I un r t sgdse i ct,to alter + I an way. em I, seal of an 2x8 R. I I 2x12 G J. arc hi ere er ct shall affix to his to hl a red W followed by 16" O.G. specfic des&�Itt ationh alteration,and a 04 72-77__ __ 2x6 FRAME WALL _ -77_ _ 7-7 _ f I rr ------------- (2)2x12 I (2)2x12 °o °o - - - - - - - - - - - - - _L1I�LI ��IJ_7_ J_7_LI� _LIJ_7_�IJ_7_- ZZ21 -7_Z2 -_� - - - - - - - - - - -Cm �r- - - ,m�e m I I m I I ° osT ost Pos Architect: I A. C2) 2x12 G.J. (2)14" LVL W/ 1/2" STEEL PLATE I l2) 61, G.J. � giro" O.C. — — — — — — — — — - - -� - - /i gl " o.c• I (2)2x8 HDR POST I I POST (2)2x8 HDR 8"o c. I T �i :oIJ_7_�IJ_7_rIJ_/_II o1I:ZZ + oS , [A u u 01 � � � � ' (3)14" LVL o I N Q �`+ ( l3)14" LVL I 3: n I — - - - - - - n POST X c14 IN C2)2x8 HD (2)2x8 HDR (2)2x8 HD 2x8 R.R, OST g 16 .G. �. - - -ED-- - - - - - - - - - - - - -a- - - ?k�0 (2)2x8 HDR (2)2x8 HDR (2)2x8 HDR (2)2x8 HDR (2)2x8 HDR (2)28 HDR • o Wr0 � O I �+e � X ��e l AD RAG NA DESIGNS, LLG A2ARCH 1 6@GMAIL.COM 1 — 2x6R.4ME WALL --------- --------- I I (516)289-2461 I I a' U I I �4 2x8 R_ .I +� tX �\Q I g Iro" O• Project Title: SGo ----- ---—----—--------- +`� -1I 3360 wunneweta 12x8 RR. I . 91 DESIGN LIVE LOAD: 20 PSF 16" o.c. i u o LUi Dou I Cutchogue, NY �I C I L I NC; J O I eT i=:>L ,4N - - I = XX S = BEARING WALL BELOW SCALE 1/4" = V-0" ` I 1 X 1 Drawing Title: 2x8;R.R.�I QI BLOCK SOLID UNDER BARING WALL 2 m I 2 CEILING JOIST �I I 0 POST I 2x8=R.R. g 1rol O.G. I z ® POST ENDS FRAMING PLAN I I I I ou I 2x8 C.T. = 16' O.C. ' I — — — °— STRUCTURAL LUMBER I = = I 44' = I — —R • �'� • STEEL BEAM i = i DOUBLE .R.I I I = = I LUMBER Project 4`1000-111-11-26.2 AsleNoted Ile SPACINCx I U.I I 1 I Date: Sheet M: IVAX IE _ = I I November 08. 2024 x of x I� = X = i 5heet: I I;C GARAGEDOU _ S - 103 . 00 I I SEE sHEET A-101.00 I IDOL-BLE R.R. I FORMORE INFORMAT N I I 2x8 C.T. I a� a� c. � t~ s~ a o _ . O .O T! U 4—' 7 O S M 'C3 Q) v co R 0 R, �n o o � � •rn � •rn m L (1a ( y > �CDr � � C\2 C) C) 41 o �rn rn o -, 0 .- (2)2x10 (2)2XIO l� - - - - - - �- - p; 0 �' - - • QiU X o 1:3o ( 0 'a :3 I-3 X � N � QI IQ I N � QI 14 IN (2)2x10 —� (2)2x10� — — — — —a ci O C2)--I� — — — — -�-) 2x6 FRAME WALL - n — -� - = — — ! 2x& FRAME ALL 0 O O x — 3 �t x x _ Ca " @ Q ► v RI -p 2i�'R.R. . � - - -- - - - - - - -- -- _ Si �0 +m W CU 2x6 FRAME WALL 2x6 FRAME WALL 2x6 F AME WALL A �" @ � Q+ ; � co � u- I � vv� \ �� � 'a �p U �I�Y U (K U \ q � +� o N 2x8 R R. Cd (L! (X ( 1 <<F� "I -1 — `X `X `X @ 2x8 R.R. O �' co to � 16" O.G. _ x � x � O � � x� 1 cv N p N N I cv 616.1 � 16" O.G. — 1 1 1 1 i(.L�.{ +i 1'-9- 2 -6 5'-5 S 9- �Q I 2x8 R.R. U Q) t�D 14 o '� 4 2 2 2 - 4 y I ro" O.G. 0 i . J x( / LV 3 BiVRB 2xR . C R I I Q)2eR.B. ) 2 4Q) oo(2) lilkB" LVL RB. i I Q U Q) Q) 1 I r � ) - - — — — — — — — — — — — o co L_ — I O Q, = _ - - - - - - - - - - - - - 0 NI X cv � N � N x — x — ! ° I � 2x8 R.R. I I CO N � 6 16" O_G. N 12x8 R.R_ I I I I C'"J I� Z +' q 16 O.C. A. I -14 I 1 I 210 R.R. -A— ATTIC _ I I 9 16" O.C. 3 Sign t Seal: 2x8 R. 16" O. . RED,aRC 1 8_S '_a ' . 5 � R•2 ll LVL2 . 2 4 1 (2)2x12 RS. (2)2x12 RS. RS. (2)1116" LVL RB. �R1O/�F n:;k +8 X I� I �i It a vl I tl any p on, nless acting un r t gdse I ct,to alter 0 0 v0 (L/ U I I an way. rl em be seal of an .4 X L � arch ere e i cr shall affix to � +� �p y _ {G ! hle Ite red by'followed I� m �� << �� specflc des atlon&� h.alteratlon,and a �0 N @ �' Ca ti+ c� — P ! N e <<�� `� +gym Q X _ _ 2x6 FRAME WALL _ _ �\Q 1+A _ 2x6 FRAME WALL_ __ __ _ 2x8 R.R. I — 2x5 R.R. I 's 16" O.C. (L) ry+\� y�� I!� I �, 16 �G I ( Architect: I - - - - - - - - - - - - - - - - - - - -1 II ry+gy � - w � � ��!2x8 R.R_ I (2)2x10 - - - - - - - - ® - - — (2)2x10 A- - — �I— — — 16 O.C. Q 2x6 FRAME WALL Q � — J,. I I 2 0. Xil2x8 R.R I I g16 -� ���� U ( ItoO.G. �r I 2x8 R. 2x6 FRAME WALL-- _ _ 2x6 FRAME WA s� 16" O. I � � a I I -- -- - I I I I �I I ! o II � I _ giro 2x8 R.R. n oc_ C Iro X � X X \9 I ( Q l2)2x10 Q Q l2)2x10 Q �7\ AD RAG NA DESIGNS, LLG 1 I A2ARCH 1 6C�GMAIL.COM 2x6 FRAME WALL (516)289-2461 i I I I PROVIDE CONTINUOUS PROVIDE COPPER PROVIDEAT ALL PROVIDE CONTINUOUS I VENTING 9 ALL RIDGES ICE E WATER SHIELDS Project Title: d SOFFITS VALLEYS AND ROOF AT ALL EAVES BREAKS 3360 Wunneweta DE51GN ROOF LIVE LOAD: 20 f 5F Cutchogue, NY f;POOT= FFRA ING; f=LA 1 I � BEARING WALL BELOW SCALE : 1/4" _ 11_0II DrawingT le: ���II�� BLOCK SOLID UNDER BEARING WALL 2 (I 1 2 4 0 POST ROOF ® POST ENDS FRAMING PLAN STRUCTURAL LUMBER ■ STEEL BEAM Project#: Scale: ILUMBER 1000-111—ii-26.2 As Noted SPACING Date: 5heet N: November 00. 2024 x of x 5heet: I S - 104 . 00