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HomeMy WebLinkAbout51211-Z u r7, r ' °' /f .. _ ,. H D PERMIT R-20- 1213 00 0 C,4 PROPERTY OF BRIAN AND LAURA FLANAGAN ��JPG��pti� 980 OAK AVE SOUTHOLD, NY EXCAVATION INSPECTION REQUIRED DATED 11 -24-2020 co SCTM # 1000-77-01 -06 FOR SANITARY SYSTEM EXISTING 20'+ COVENANTED NON—TURF 110 �; <Y — C1 TOTAL LOT AREA, = 9,800sf By HEALTH DEPARTMENT C� BUFFER (LIBER D00013070, PAGE 366) ;� �D 00 CO GROUNDWATER MANAGEMENT ZONE IV; M ko TOTAL ALLOWABLE SANITARY FLOW = 300 G P D V!zter lines must b,3 inspncted by thc PROJECT LIMITING FENCE 0 Suffc!k County Dept. of Health Services. ALONG CONCRETE TROUGH PROPOSED- RENOVATE EXISTING 2 BEDROOM DWELLING Call (631)$52-5754, 48 hours in AT EACH SIDE AND WOOD co EDGING ADJACENT TO advance, to schedule inspection(s). ALL NEIGHBORING PROPERTIES WITHIN 150' VACANT OR SERVICED 0 C0 NON—TURF BUFFER AT WATER BY PRIVATE ON SITE SANITARY DISPOSAL FACILITIES SIDE j/ \ ® His ? -I r-- �-X!`�j-1 1 N G S T E P S AND PUBLIC WAFER SUPPLY (SCWA). THERE IS NO PUBLIC SEWER DISTRICT 1-0 BE RE1,,1OVED DWELLING THAT SERVE THIS AREA. Zz PUBLIC WATER Abandonment of the existing sanitary system must be in ROOF ,AREA 2 > 4- 3 f± NO UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN I <1\1 conformance with the Department's requirements. R� 13�� 5� �O' t Submit completed form WWM-080 as proof ROOF STORMWATER REMOVE EXISTING" SEPTIC (6) INFILTRATOR Cf) Design Professional's Certification Required. INSTALL NEW WATER SERVICE LINE FROM MAIN V Jet N G1 Submit P.E.or R.A. Certification For `CHAMBERS 0& The Installation and Construction of the Sewage Disposal System </ R 00'F 6) INFILTRATOR I HAM E Use Form WWM-073 / /' EXISTING HOUSE SANITARY DESIGN- 61, 1- 0 TO BE DEMOLISHED z lyz 0 2 BEDROOM DWELLING .01 (PER TOWN CODE 3 BEDROOM MINIMUM DESIGN- 330gpd DESIGN FLOW DEFINITION) AND �o . V. RECONSTRUCTED (IN—PLACE) 19 1 APPROX. 2' HIGHER z 0< 0 el� ,�� Om z PROVIDE (1 ) HYDRO—ACTION AN500C TRAFFIC RATED 500gpd I/A OWTS (FF EL. 9') �e 11/1 4 0 Ov 611 EXCAVATE TO GREATER OF SP OR SW SOILS OR 4' BELOW PSD PROP. 50sf BACKFILL WITH ASTIVI C33 SAND 10 PORCH & STEPS C-) NWo ROOF AREA 1 W t4 00 C24 TABLE 13 APPLICATION RATE: 3gpd/sf 540sf± 0o�` ; ';> z C:;, Q) OZ0oF .0 330gpd/3.0gpd/sf= 110sf BOTTOM AREA OF TRENCH RQD EXISTING CO�,�Cl-------- -----BEDREMOVED 7R 0Q 1,39' OF 34" WIDE TRENCH REQUIRED — PROVIDE (10) INFILTRATOR CHAMBERS �x ROOF STORMWATER X CD X/ \\ X DWELLING SLOPE MANIFOLD PIPING AND TEE TOWARD PSD (10) INFILTRATOR X / < 50% EXP CN lz�r 0 CD . X_ \ PUBLIC WATER C111 INSTALL INSPECTION PORT AT DISTAL END OF EACH PSD LATERAL CHAMBERS 1< \\x z------ AREA 1— 0 C\j C:) W 5—FOOT DISTAL HEAD AT END OF EACH PSD LATERAL IA CONTROL PANELS >1 (2) 20' QUICK4 PSD (n & BLOWER P 10' /5' MIN//z< MIN. 8.5 Cn U) U) DOSING RATE: VENT THROUGH HOUSE M SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PUMP STATION VOLUME 1 .88 GAL/INCH PLUMBING STArV Z 'Z �D 0 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A EXISTING F. FNCE - --- \<jr GRATE TO TRENCH N r:� rfl W I/ 14 E Fl W 18" RISE PER CYCLE = 34 GAL/DOSE SINGLE FAMILY RESIDENCE ONLY TO BE REVOVED P 0 E 0 1214 0 EXISTING STOOP & STEPS- --- P U U U C) 0 330GPD=9 DOSES PER DAY TO ELF REMW D 0 NEW WATER SERVICE 41 1 34 GAL DOSE @0 110SF=0.31 GAL/SF/DOSE DATE 7/9/24 H.S. REF. No. R-20-1213 -EKSTIIJG ASPi-IIALT (n U) co U) 0 TRENCH DRAIN INTO DDIVF TO BE REMOVED i eT-6 4 0 U U L3� U APPROVED RIVEWAY STORMWATER U cn U) 1:4 U) U SITE PLAN BASED ON SURVEY BY FOR MAXIMUM OF 3 BEDROOMS 8'Ox2' DRYWELL -P C) NATHAN TAFT CORWIN III cn EXPIRES THREE YEARS FROM DATE OF APPROVAL DWELLING \0 IA OWTS C\j RV I:v lz:zr TP CD - N CN N DATED 5. 15. 13 PUBLIC W C\1 co LAST REVISED 8.3. 16 0 P • cli CD CD Ln WATER F:� - N --i r--i M APPROVED IN WITH OF . ELEVATIONS BASED ON 1988 NAVD 0) r___I M czT U-) REVIEW DETERMINATION DATED 6/24/24 DWELLING APPROX LOC 0 < EXISTING SEPTIC PUBLIC WATER m :3, Ln WETLANDS WITHIN 300' OF PROPERTY AS SHOWN 1b PROPOSED STORMWATER COLLECTION/CONTROL AS SHOWN TO BE ABANDONED " NEW DRIVEWAY DWELLING 546sf PUBLIC WATER N TEST H 0 LE' McDonald Geoscience S rn __j Apfil 10, 2015 STOR M WAT E R CA LC U LAT I O N S S " !� > EL. 8.0" 0 ROOF AREA I 530sf TOWN ZONE R-40 SITE PLAN < < DARK BROWN LOAM OL RAINFALL FROM 2" STORM LOT COVERAGE 20% MAX S -MCI 0 r # 0 C/) SC < --0.5' C=I*A= 2"/12*530sf=88cf SETBACKS 35' FRONT & REAR solo 1r, < 0 BROWN CLAYEY SAND SC o ARC 36 LEACHING CHAMBER 10.7cf 10' SIDE 1 15' SIDE 2 L 0 �70 = bi , Q I- 9 CHAMBERS REQUIRED; 10 PROVIDED >r, HEIGHT 35' MAX co �p O:D SKYPLANE 1 O'h AVE, 45" PYRAM I D 0 1000 P8%35?A W EL. 2.6' 7 --5.4' /0 n LL_ 0- WATER WATER IN BROWN SC ROOF AREA 2 360sf GFA 2, 1 00sf MAX. 10 0 0) (f) (0 0F'ESS\'3­­ CLAYEY SAND RAINFALL FROM 2" STORM 950sf EXISTING & PROPOSED ry LEGEND C=I*A= 2712*360sf=60cf n ARC 36 LEACHING CHAMBER COVERAGE CACLS 10.7cf z --14* 6 CHAMBERS REQUIRED' 6 PROVIDED SITE 9,800sf (0.225ac) o IA UNT PROPOSED HOUSE 950sf 9.7% PSD PUMP WATER IN PALE BROWN SP DRIVEWAY = 546sf PROPOSED PORCH 50sf 0.5% FINE SAND QIA PSD CHAMBER PROPOSED DECK 392sf 4% W RAINFALL FROM 2" STORMoM 09 TOTAL 1 ,392sf 14.2% 2 1 ­2 STORMWATER DRYWELL o Z D 00 C=I*A= 2712*546sf=91cf REQUIRED 'D W), z 0 8'OX2' DEEP DW 84cf PROVIDED 0 6 TEST HOLE_ z UM (DEPTH TO GROUNDWATER PROHIBITS MORE CAPACITY) STORMWATER CHAMBER N 4: ** Q < U_MW 0 SCALE NTS 0 a EXISTING TO BE REMOVED CU TO Z • 4 0 SDR 35 GROUND II Tt OUTLET w a N TO BLOWER Z Z w a - - IA CONTROL z PANEL TO PUMP W co Oq . . U1 a < 14 = co20A TO ALARM FLOAT 4"0 SDR 35 .�a. -- � • \�—_.-� ry co INLET m w C8 200A 10 U) METER flHis1' MAIN m �o DISCONNECT .�► U PLAN VIEW 0 15A TO BLOW a 0 ER HD Cl LOCKING PLASTIC ORENCO �~ COVER TO PUMP FLOAT �. COVER AT GRADE CONTROL ® JR?p6t'o TO REMOTE BLOWER CONC COLLAR 2rHP8O BLOWER PANEL RE—CIRCULATION AS REQUIRED TO ALARM FLOAT ASSEMBLY (TYP) MOUNTING PAD F 4 < < og 0 5;q zZa} BLOWER F$N w ELEC SINGLE LINE- SCALE NTS �cnw0 U .] NOON ~�^Z s EFFLUENT FILTER zzO Z O c.0 W SOLIDS DEFLECTOR 5 Eo g v :g -4- DIRECTLY UNDER Qa� • a ACCESS COVER o w 0 I� CAPPED OR PLUGGED CASTING TO GRADE OR SLATE COVER N O N FINISHED GRADE N N o v ADJUST TO GRADE WITH N.J. SHALE O uWi AASHTO HS-20 s • •• RED BRICK & MORTAR (MIN. OF TWO `� E-I cn Cn Cn H COURSES & MAX. OF 15" H H H TRAFFIC BEARING ) m CONC TANKen :01 " w w w � w 6 LAYER OF STONE SEE COASTAL PIPELINE •' •. •• w H /Y� DWG NO. 16-0132 �, �< �� -- ✓< ��✓t _!` �C - Wit- `--''_�� r ✓ " w r �✓1 DATED 4/8/16j��c MAINTAIN MIN. 6 SEPARATION O O O = BETWEEN BRICKWORK AND STRUCTURE E-I U U C) U Q U Y Z W W 4 DIA. 30 BEND x x H x z Q'- g" 4" SANITARY LINE W Q FROM RESIDENCE 60' WYE BRANCH U cn U) P� cn U 12" SAND /GRAVEL BED 4" SANITARY LINE o (n SECTION VIEW TO SEPTIC TANK N N N N O N N N 2 FLOW FLOW W N OO . . H • NOoLn r � • N -A M r--I m f� CD TYPICAL GRAVITY HOUSE CONNECTION > M 3, Ln i HYDRO — ACTION AN500C_ NON-PAVED AREA CLEAN-OUT DETAIL W SCALE NTS NTS � ,� N M � L� o SUFFOLK COUNTY DEPARTMEENT OF HEALTH SERVICES CONTROL PANEL MOUNTED PERMIT FOR APPROVAL OF CONSTRUCTION FOR A TO SIDE OF BUILDING SINGLE FAMILY RESIDENCE ONLY J BLOWER IN SECONDARY Q Z Lli PLASTIC ENCLOSURE ON VENT IA UNIT THROUGH MOUNTING PAD - HARD WIRE H.S. > z BUILDING PLUMBING STACK TO CONTROL PANEL DATE 7�si24 R�F;:�No• R-20-1213 LOCKING HD CAST 2" TO 1.5" '1 r W Q HOUSE FF 9.0' IRON COVERS BACKWATER HEADER APPROVED ;- '.: ,-.,•.��ut,-r-{L CHECK VALVE EQUAUZATION DISTAL PORT FOR MAXIMUM OF 3 BEDROOMS 0 J z IN VALVE BOX VALVE EXPIRES THREE YEARS FROM DATE OF APPROVAL " QO Q PUMP STATION 6 MIN. GRADE 7't w Z 0= o CLEANOUT MUST BE INSTALLED ON GRADE 7 Cn O Q THE IA OWTS INLET WASTE LINE } ~ ~ •.• I• ••. ..•Nw •• W • 1,•L y• ,. 00 O w I.E. 6.5' LE. 5 LE. •.•r••` '"�• ';ti �:':.�•'.,>:;•..: '••.:`� . •.. (3) 24' LONG TRENCHES m (n a 5.6 • :, •.• _'•.: ..,;,t~•••.�-• ' r• INFILTRATOR QUICK4 CHAMBERS . r �-- MIN. 4"0 :PDR 35 PVC I.E. 6' I E. _ MIN. "•�.. .'..:.,•,•; ... ., •t. ® " 12" 25 f I.E. ....,.n:- _:- ..• .� :�-.,. :•.•:;:.. :,• :� . � 0 ;,, EXCAVATE MIN 4 OR TO SP SOILS, j �L y �� ' , N PIPE PITCHED / 5.8 ` "` .. w' ♦...ti•i•: •.• .. ": WITH SUP RING CONNECTOR 5.5 +' ....••• .•• _.' ..�:a WHICH EVER IS GREATER TO 2 OUT IRON FOEX EXTENDING - HIGHEST EXPECTED I�d0kb AfiER' E'CEVi4 ION 1.� BELOW TRENCHES �_ E "'�"""'�� z OF 550 GPD RATED CAPACITY " HYDRO-ACTION AN500 (t ALL UTILITIES REQUIRE A 5 MINIMUM WASTEWATER EL. 1't ' SEPARATION TO THE SEPTIC; SYSTEM. 1 5 TREATMENT UNIT USE COFFER DAMS AND SHORING AS REQUIRED — . 3'x3'x1' CONC TO EXCAVATE IN AREAS OF GROUNDWATER— CONSULT �kp o MAX. 4 INTO GROUNDWATER ANTI—FLOATATION GEOTECHNICAL ENGINEER FOR DESIGN.SUBMERGED VOLUME = 49.3sf*4ft= 197cf MIN. 4*0 SDR 35 PVC SEE DETAIL �� . ,8358jk m �, s Z o m o � `' � N z N SAFETY FACTOR 1.5; DESIG14 FOR 296cf PIPE PITCHED ® I�"/12" a� GROUNDWATER 62.4lbs/cf == 16,1501bs UPLIFT FE S S�� P BASE AND COVER TOTAL WEIGHT = 16,3501bs 0 SEPTIC PROFILE - cn a " NO BALLAST REQUIRED § u W M SCALE NTS m O w Q m 0 0 � � N 0203 VALVE BOX W z co 4" PVC Z W a � MONIT. PORT00 FINISHED GRADE 8 INFILTRATOR � w - CHAMBER FINISHED GRADE a a z � 1 .25" SCH 40 PVC DIST PIPE 6 W U) a u? o0 W "'0 ORIFICE HOLES @ 1 .5' O.C. in CLEANOUT & z ORIFICE HOLES TO BE AT 6 O'CLOCK ao DISTAL END O t EVERY 5 ORIFICE TO BE AT 12 O'CLOCK 0EL 6.5' W °8 DISTRIBUTION PIPE x U0 SCARIFY BASAL AREA � OId I Z ?� 34" 24' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Q► �� v Z PERMIT FOR APPROVAL OF CONSTRUCTION FORA ' co ASTM C33 SAND FILL SINGLE FAMILY RESIDENCE ONLY W 48" BELOW PSD '� �S DATE 719124 I-{,S. �NGI R . NO. R-20-1213 ® 1Z�'$ 17 2.6 HIGHEST EXPECTED GROUNDWATER ELEVATION �f fTYr APPROVED EL 2.5' FOR MAXIMUM OF 3 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL F �s o s0i INFILTRATOR QUICK4 LEACHING SYSTEM INFILTRATOR QUICK4 LEACHING SYSTEM Z a '�Z Q CROSS SECTION SIDE VIEW r_3v'W 90 iE O 3 N O�O N & o^Z O Z W F O F-W J 0:5 D ORENCO SIMPLEX DISCHARGE PUMP BASIN DETAIL �QWOW SCALE: NTS CD N o . N r V • N 0- N V 0 W m INFILTRATOR WATER TECHNOLOGIES En QUICK4 PLUS STANDARD CHAMBER W W � W o 1.4 a Y PRODUCT SPECIFICATIONS 00 (NOT TO SCALE) Z U U Q Lf0J eriComm Control Panel TOP VIEW Model VCOM-S1R0 � U) co /PumpO U U W Discharge U o? U) pC INSPECTION PORT Control Panel o � NTS 3-FOOT SQUARE DEADMAN o N N 2 diam. IN 00 N» o 0 .. 0 0ME (> »No o _ o .- .- -. -. QUICK4 PLUS ALL-IN-ONE 12 END CAP H Mr N N N N N « • O • W 0 » , » Orenco Model FL24G renco Internal Splice Box » « » » ~•• » « 0 24" Gasketed Fiberglass Model SB4 w a Lid With S.S. Bolts. N •- 06�• o o »» o»» o o -•• 0 0 0 LWNBREANER renco 1-1/4"0 Discharge Assy. � Model HV1258 INSPECTION PORT o Field Install 4" CB A CS 1 5 dSCRAR(3E PULfl 4" diam. Grommet Inlet PRESSURIZED PIPE DRILL CBB CB1 Pipe. Model G4L - ` N 53 — GROUT ERFRNER NOTES POINTS LOCATIONS alwauuww. 1-1/4"0 Transport Line To Drainfield (2 PLACES) CNTROLPANEL CBB-IS AMPS Field Install Grommet G125L j �; ,tp,VFRiCnG MNTRnI PANEL SIDE VIEW END VIEW CB1-15 AUPS _ CB2-16 AMPS 48"- 18to Q }' renco Float Assembly - $ (EFFECTIVE LENGTH) Model MF3P21 FS f ��: � -- ; w W Q Q a YB: On/High WaterAlarm » • 1� &EPNce U.E R ETHERNET c C. 012 13 R ►� R: Off 2 �� J Z W.• Low Water/Redundant Off J' 0 Q N P835S� W Q OOROIRD Q DISCHARGE � �, PUMP COMROL - _ renco High Head Pump Z O = " �� Model PF2005 �FE S S\ON ~ 34 33 INVERT Electrical Wiring Diagram `° -- 100 NTS - teel Lifting Rings (3) �-4 w:.LL- Q W •• � O LL_ Note: �• •• , 0) V -Orenco Pump Basin to be Cut to Desired Length in Field Reinforced Concrete Anti-floatation Flange: Square (If Applicable) Of _ -Pump System Designed for Demand Dose Dimensions: 36"Diameter x 12"Depth, Embedded 6" n- v -Float Heights to be Adjusted per Design Dry Weight: 3' Square Deadman 1124 lb v7 INFILTRATOR QUICK4 DETAILS -Pump Basin Volume: 1.88 Gallon/Inch Total Basin Buoyancy: 11291b at 6' Submersion. Z -Orenco High Head Pump to be Sized by Designer -Inlet/Outlet Grommets to be Field Installed Anti-Buoyancy (3' Square Deadman): 3296 lb (292%) at 6' Bury Depth a SCALE NTS -Precast Anti-Floatation Collar(As Shown). Anti-Floatation to be Calculated by Design Professional Based on Field o -Anti-Floatation Collar Meets 150% at Full Submersion Conditions 0 � W renco Pump Basin w/Flow Inducer o o 2 00 N Z Z Model PB2460F1 o ``- a V PUMP SPECIFICATIONS m Q w 0 O0 p a M SCALE NTS SITE DATA PROPERTY: 9,800 SF 0.225 ac. -•----- _ -----•-•--- 17-1 O NON CONFORMING LOT: ZONE: R-40 FRONT: 35' SIDE 1: 10' ~ (280-124) SETBACKS: LOT COVERAGE: 20% REAR: 35' SIDE 2: 15' MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: 280-207 MAX. GFA: ,�. •� (280-4,280-206) 35' 10'h (AVG), 45Q ANGLE 2100.0 SF - - --- 1 s DESCRIPTION: AREA LOT COVERAGE: BID mm EXISTING HOUSE: 922.6 SF 9.41 % 0 M o PROPOSED PORCH: 80.0 SF 0.82 % ED® o� _ Ell PROPOSED DECK: 387.7 SF 3.95 % ®IM ® N -.-.- - -- - - .-.-FF EL 9.0• O ^� TOTAL: 1390.3 SF 14.18 % 0110010i FF EL 6.96- -FF EL 696 'GRADE EL 6.7 GRADE EL 5.5 r T 1 -'-'- METES AND BOUNDS: SURVEYOR: NATHAN TAFT CORWIN III DATE SURVEYED: MAY 15, 2013 GRADE EL 5.5 PROPOSED SOUTH ELEVATION SCTM: 1000-77-01-06 ELEVATIONS REFRENCE: NAVD 1988 EXISTING SOUTH ELEVATION S G OU GFA CALCULATIONS LOCATION: AREA: PROPERTY: 9800.0 SF (280-207d) GFA PERMITTED: 2100.0 W EXISTING 1ST. FLOOR: 922.6 SF ►�`� TOTAL EXISTING: SEAWARD EDGE SEAWARD EDGE O W HIGH WATER MARK HIGH WATER MARK ALONG BULKHEAD OF MEADOW ALONG BULKHEAD OF MEADOW Z BB 2.1 BB 2.2 BB 2.2 BB 2.2 BB 2.2 BB 2.1 TB 3.3 WOOD BULKHEAD TB 3.3 B 4.3 WOOD BULKHEAD TB 3.3 TB 4.3 w W TB 3.3 WOOD WOOD Z BULKHEAD � BULKHEAD .. N 450 24' 40" E SAND 70.00' N 450 24' 40" E SAND 70.00' STORM WATER MANAGEMENT DETAILS CONC.WA CONC.WA WALK WALK ELL LOCATION: SF AREA: 2oRAIN PER HOUR PROVIDE: CAPA RUNOFF AT DRYWELL CITY: SAND SAND NEW DRIVEWAY 546 SO.FT. 91.2 CU.FT. (1)8'dia.,3'd-p 84.5 CU.FT. 00 4 WOOD EDGING 00 WOOD EDGING O g'THICK REINFORCED 4 O TRAFFIC BEARING SLAB GONCRETE Tf1 24'DIAMETER W 3,3 O W +3.3 O 1'ASPFUIT ROAD SURFACE ON 4' CAST IRON INLET /•� /.� COMPACTED RCA BLEND. GRATE fi FRAME OJ < L 1 O � < V 1 �-- Ej TYPICAL T 0 W m 0 4 m W W CONCRETE = CONCRETE CONCRETE = CONCRETE PRECAST CONCRETE ceCHIMNEY '- TROUGH W Y TROUGH ` TROUGH W TROUGH ``,°,.L'.',;L~• :ra*.'''"H c Om 06 -4 0.0 m bo -4 IIII / `o d' IIII 0 0=1=1 /�r�,. //c ,^ 1 § IIIII� Oct IB'TRAFFICBFARING CL 15' -----� O- - ----- 1O' 15i ----- ( , O --- - `L1--- 10, DRAINAGE PIPE.TYPICAL O In ' I- ' .I!{FI OO m ID DIAMETER a 4'DEEP '� �F r,�'••''�''.1�I ' ,I OO PRECAST CONCRETE N i••4 --_ LEACHING RING. I r Pi••Yi L r SILT'FENCE fir) Sit FENS' d - Oo IIII-11111 •r u i I I I - _ � � CLEAN SAND fi � � r •� O (`(� M c H •m WROUkD GRAVEL FILL •r 1 CLEAN SAND V m / ' / / / / / O. 31.9' I ]'O Mtn Dlameler ]'-0'Min. -_ GRAVEL FILL 5 O l-4 O IN II-- [I /� 4- _ 4.1 13.3' I 4_ _ - T a.1 13.3' I bo .� {//�- w u x I I ;PROPOSEd 00 +) 0 ' m ND ' 4.8 . DECK ' 4. o 4 u ' i8-0"MAX. C.ro C.CONC.PAD \ CON .PON GRADEE 19.1 ♦ ON RA 19.1 S 5 e_r, U m 4.9 I I I / 4.9 I ^ I GRADE LL m 5 - _ _ _ _ + ' _ _ _ _ - m EXISTING 1 STORY _ - - - -5 5 - - - _ 1 TOPSOIL I _ - n' EXISTING 1 STOR�' - - - -5 � rq v F FRAMED HOUSE • n; LOCATION / FRAMED HOUSE' n; �,� f '� '� y LL .� I FE CE FF 6MI .96' ( cV ` I ! FF 9.0' I �' , it r,,y� v '6,' ONCRET HEATIN ASHOU 1 3I1.9' IL TAN 32.3' I A�Gj I ♦ ♦ 32.3' I 5 O�� X 5.5 srooP / / / 6.7 5,7 O`!��w`S�� 3,.9' S.5 pROPO�ED-PORCH b 6'7 PERSPECTIVE VIEW w / - I F, 36" MINIMUM 2 x 2 F� -_J'/ " FENCE POST - V 1 i POSED CATCH BASIN �� I O w/87N'DRYWELL ' - 11 , '^ f WOVEN WIRE FENCE m I (6x6 10/10 WWF) ASPHALl +6.7 M CONCRETE 0 1 n 11 M FILTER CLOTH N 6.9+ DRIVEW TROUGH (V 'm , ''€TO BE EMOVE ',- ^ �� I TROUGH LAN +6.7 CONCRETE G.Q 11 TO BE REMOVED (I 7- - - M - - - - - - - - - - - - - - - - 0 7- - - M 1- - - -- - 11 - - - - - - 7 C ^' O O O N O 1 PROPOSED '1 N 191- �1;3" ' IMPERVIOUS " �' I EMBED FILTER CLOTH GRADE CON RETE � ,.� DRIVEWAY ;; ;; /l�f/1 MIN. 6" INTO GROUND M V " B Z z NJ- TROUGH GH o z ONCRETE I I - O 4R $- - - - - - - - - - - - - - - - - - -' ZD -g 0 $- - - TROUGH - - - - - - - A - - 8 d' SI•ETfE)~dCE' __ J d' NOTE: V 8.4 8 8.4 o i nOENTRANCEO '•, ' 8 MAXIMUM DRAINAGE AREA S 45 24 40 W S 450 24' 40" W 70.00 1/2 ACRE / 100 LINEAR FEET W UE SECTION DETAIL AK A\)ENUEAK AV E_ •N O O SILT FENCE DETAILS 4� EXISTING SITE PLAN PROPOSED SITE PLAN :s SCALE: 1" = 20'-0" �' �' SCALE: 1" = 20'-011 SU ER `.r DS � �a,• . ��`,, -��`,;=iy_ DRAWN: SCALE: ' I JOB #: s• -A (',, ti:, 6/28/2024 SHEET NUMBER: 0 W 0 W TTW V1 O w w Z h�l oo 0 PIER_ LINE N � PIER LINE _ _ - - - �' ° PIER LINE ° R LINE _ _ _ - - - - x � •� u o 'n — - _ - PIE _ ...:v:....... � � � p.a x ° c 0 04 . � Lf) U 20 crj 00 N v C) W w H V 0 N V PIER LINE SCALE: 1" = W-0" Aft DRAWN. SCALE: JOB #: 6/28/2024 SHEET NUMBER: O W F� N co co C w cNI I I I I o I _ FF EL 9.0 ►--a oo GRADE EL 6.7 CIO GRADE EL 5.5 Fri PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" 0 4 ON Ra CINm m O O r-+ x o �, ob To 00 C � N - - - - - - - - - a w � V O ® N � 17-1 N I � H o ® � ku 0 i ED IF ® O V I � x FF EL 6.96 FF EL 6.96 - - ' — - - - - GRADE EL6.7 GRADE EL 5.5 EXISTING SOUTH ELEVATION �w : 4` `"° +p 'A .r" ". Y�+S„ s '�j '? �e� LRAVVLV SCALE: 1/4" = l�_0►► SCALE: 3 ; � ,• JOB #: 6/28/2024 .; SHEET NUMBER: Aw O E--1 E:1 W LL�l M--�1 i W FF EL 9.0 - — — - - —F EL9i0— W O GRADE EL 6.7 GRADE EL 4.8 00 PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" O O (� 41 U u X � O `-' x o ' 010) . ,o 4 Lr) u a� v N O W 14 fzl Pip d V f1) N H V GRADE EL 6.7 FF EL 6.96_ = — — —FF EL 6.96 — — — — — GRADE EL 4.8 EXISTING EAST ELEVATION SCALE: 1/4" = V-0" DRAWN: 'sWri r� SCALE: JOB #: a 6/28/2024 SHEET NUMBER: . � .p Tom. ,��'•Y Y�.p��. A�2 00-1 0 00 CA - ji I-1 I I -- I u, -iFTq, L I I I I I I I I I I I Ll O ( FF EL 9.0 LLL I I FF EL 9.0 � A J O O oc) GRADE EL 4.8 c-, GRADE EL 4.1 PROPOSED NORTH ELEVATION SCALE: 1/4" = V-011 co C7\ X u coLn rn U 00 u 0 ;_4 ni Lo U M __4 ­4 ON It \6 00 o 4 CAI O IL-------i _j FF EL 8.0 FF EL 6.96 F7 GRADE EL 4.8 GRADE EL 4.1 DRAWN: EXISTING NORTH ELEVATION SCALE: 1/4" = V-011 f. SCALE: JOB #: 6/28/2024 SHEET NUMBER: A; A� 3 O H w F--i w O o FF EL 9.0 — — FF EL 9.0 — GRADE EL 5.500 GRADE EL 4.1 PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" 0 Qj m c o � v X � � m m o 110 r7l � u Or-+ x o 4 w � 4 o u o ~' Lov 00 W G C!� w H - V cn N FF EL 6.96 — FF EL 6.96— V GRADE EL 5.5 x GRADE EL 4.1 EXISTING WEST ELEVATION SCALE: 1/4" = V-0" DRAWN: r'i'''fi;a-` s✓� SCALE: JOB #: 6/28/2024 SHEET NUMBER: i3o. �. O M---Ni FININNINNNI C�ll' F-� O I i ' I 1 I 2X4 RR A24"OC p I ' 1 2X6 F1 na,24"OC ( ' (NO SILL PLT) a• IF — — — -, I W I , I o I I I I W E OVE AND STAIR ING I SITTING ROOM o ' I CATHEDRAL CEILING '� O O I� w I f 1 2X6 F1 024"OC 1 ' I (NO SILL PLT) a• I I I w I2X4 RR 1a24"OC I ^ a• F•--I 1 I 0 C o � Lu ---------- mil- ♦1 �T o / BGDROOM�Io.`2a. N J O u v v 823/4"CEILING HT_ -3 w- 3 90 , i NO = N N DEMOLI H EXISTING +� o X z o LIVING / DINING FIR PLACE N LL v 97"CEILING HT. EXISTING PERIMETER ASSUMED CONCRETE BLOCK ON GRADE v ;;�/� PIERS ON GRADE SUPPORTING STRUCTURE(NO CONC.SLAB) N O SHIPS ;;;; N r-1 LADDER DEMOLISH a; ; N V WALLS --- � N ASSUMED GIRDER LOCATION 4 .4 D - - - - - - - - - - _ - - - - - - - - - - - - -- - - - - - - - - - - - -- . co o p x p DE LIS EM LIS LLS Q' ' DEMOLISH W L a;•_:; V CHIMNEYAND V BEDRO©ltit,iS3CT; - p Lf a' FENCE SURROUND"' V \ v REMOVE FUEL TANK UTILITY ROOM N �s23i4"CEILINt}tiT. ♦+ may, ♦, •(� U .N CO J 97*CEILIN N o u co KITCHEN - - - - - - +r 4 U- 3 97"CEILING HT. (�}2X4 FLUSH ; ;:==: � .--. / O it N DEMOLISH � BATH �� Lo U r� rr J/ N C Nx ? > WALLS 7 CEILING D OLISH ADDITION "' u- TANK MALLS / (STRUCTURE UNKNOWN) ENTRY 1 -------------i 21__ FENCING M Q; ♦i w 4. EXISTING FOUNDATION TO BE DEMOLITION RE-BUILD FOUNDATION IN SAME LOCATION Cn TOP OF WALL AT--8.4'(FF EL 9.0) MOLISH STOOP STOOP w HOUSE TO BE RAISED AND SUPPORTED PRIOR TO DEMOLITION AND LEFT ELEVATED UNTIL lip OW& THE COMPLETION OF THE NEW CRAWLSPACE N N O E PROJECT NORTH E PROJECT NORTH EXISTI CRAWLSPACE S EXISTING FLOOR PLAN S SCALE: 3/16If — 1-011 ACTUAL NORTH SCALE: 3/16" — 11-011 ACTUAL NORTH - N P44: V I� u� w P DRAWN: SCALE: JOB #: 6/28/2024 " s SHEET NUMBER: As5 e -�_ _ _ - _�_ =OU = ` A- - a ° v o_ e a v °24"W.`X �'2"d CO`�ICREf Px� CoI�TIN�)QUS ,4T'BAS� O TAIRS�" a ° ' a o f v° o Q` a d dDu_ .p - ° --� ' d �' - - -i__ a 4 I , /411 - - -- - - - - - - - - - - - - - -121-1'/4'1 - - - - - - - - - - - - - - - - - - - - - - - - 8'-lO3/4" 8 -103/411 0 = - 1'=011 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1___ 11-011 rTl W I--- -- --------------------------- - - - ---------- (3) 2X10 ACQ GIRDER (3) 2X10 ACQ GIRDER (3) 2X10 ACQ GIRDER 16X16 CONC. PIER _ — — — — — i I O I Q 1 1 11 MIN. T BELOW GRADE 0 1� :0 13 -1 /4 N (TYPICAL) u M -1 O (V - - - - - - OODVENT- - - - - - - 2X10AddFMGft6M, `LASHED DUAL FUNCTION FLOOD AND VENTILATION VENT z - - - - - - - - - - - - - ., ; PROPOSED DECK � I p 1'-4 1/4" R/O 0 i fill ; ; 00 III NO p'-43/4 81-^ /4 W "; ; — ;;;; V, EX. 2X6 FJ Co?16"OC ' ; I 1-011 0 I I � Illi COI I 1 1 CLIP SLOTS USE TWO TOP I Ills X i I AND TWO BOTTOM ���� ` _ (3) 2X10 ACQ GIRDER _ (3) 2X10 ACQ GIRDER O� I t 1111 , I 1�•,,, I fill Z I I -rill- �I , I •- 16X16 CONC. PIER ' 1 fill ' MIN. T BELOW GRADE ❑ ❑ ❑❑ BEHIND THE RODENT SCREEN, LOUVERS 1 III ' 1 r--+ ❑ AUTOMATICALLY OPEN AND CLOSE WITH I ' rill O (TYPICAL) I I 18 1/4" p TEMPERATURE. NO ELECTRICITY IS NEEDEDR/O I I 1 II11 LL I I III I > I I i O Va p I EX. 2X6 FJ 16" C nii w ; i V 18'-91/2t1 ^' I` ILI ❑❑ � — I I N 1111 I I Co MNNIIN a • •a iII I 1 1V N - OM Lj OQ CO 8'-43/4 8'-43/4 1 XLOW, ` N I 1- II Qa a • I II 1 I 1 t- tl 51-10/ M5 -10/11 O • • �] • ; III _ •' _ (3) 2X10 ACQ GIRDER - `' -(3) 2X10 ACQ GIRDER - -IHI- - - - - FLOOD VENT- - -FLOOD VENT- - - - - FLOAT SLOTS i _ i 1 i I 1 f _ f FIGURE 1 F (3)_2X6 FLUSH I f (3) 2X6 FLUSH 2X10 ACQ L FLASHED- , Q FRONT VIEW �— I ; I , 8X1 NC.6'COBLOCKPIERw/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , NURRIBOND GRIP t SEAL ( ) I 0 0 i 2 #5 VERTICLA REBAR ON v EXISTING CRAWL SPACE TO BE REBUILT ; LEDGER BOARD TO SE FASTENDED O 00 ADHESIVE LOCATION c 32" X 24" X 12" CONC. FTG. THROUGHT TO MEET CURRENT NYS CODE TO BUILDING WITH TIMBERLOK® z (FLANGE) p 1 I (TYPICAL) N WS BY OLYMPIC MAN FACTURIENG � 0 CRAWLSPACE AREA: 925.4 SF CRAWLSPACE ACCESS TBD 1 VENT/ 200 SF REQUIRED (V ) (2 SCREWS @ 2" O.C.) WITH OWNERS IF 925.4/ 200 = 5 VENTS cV N ' X ~ 1 1` W I I O O rn i 6'-111 6'-111 61-23/411 61-111 I I I I I I •• ° ; MIN. (3) 2X8 GIRDER NIP) ; ; WIN; (3) 2X8 GIRDER �11F) , ,• ; WIN; (3) 2X8 GIRDER (VIF); I 12" MAX FROM °Q • ° 1 _ _ __ _ _ _ _ _ _ _ _ _ _I i 1 I _ _ _ 1 _ 1 _ _ _ _ _ _1 1FIGURE 3 FINAL GRADE - _ - - - _ - - - - - _ - - _ - _ - - - - - - - - - - r� LIPS INSTALLED: TWO ON SIDE VIEW • I I 1 I 1 1 1 I I 1 I VENT TOP TWO ON BOTTOM I 8X16 C�?tK_ BLQCJG PIER w/ , m N O DOOR �. (2) #5 VERTICLA REBAR ON I m m a) u 6" CMU, DAMPPROOFED 32" X 24" X 12" CONC. FTG. ; ; 4 u �6"X8" FOOTING, (2) #5 REBAR Ln m `�' � m oX O 40MINIMUM 3BELOW GRADE � VENT FRAME , I EP FOOTINGS AS REQUIRED N= M , m `"' x O WITH SLOPED GRADE X o Q 1 � � cn P-'' � w � - - - - - - - - - - - - - BEARIAGWAtCABaVE- - - - - - -- - - - __-tv o_I'U� I� I I CN •� � V +_ - - - - - - - - - - - - - - - - - - - - -W I— o ct � (2) #S VERTICLA REBAR ON - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ + •• _ _ _ _ _ _ _BEARIISGWALLABOVE _ _ _ _ _ _ _ _ _ _ _ _ _ �, , � p SMART VENT MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT 32" X 24%X-121CONC. FTG. _ __ - - - - , - - - - - - - , r - -- - - - -, 1 •� 4 I I 1 PICAL) I 1 I 1 I I I I I .V xj I cu _ _ _ _ I I I �� INSTALLATION INSTRUCTIONS: 1 = _ _ _ _ _ __ ___ _ _ _I= - - - = =I= = = = = _ _ = = ='_ = -� _ _ _ _ _ _ _ _ _ �_ - �_ _ _ _ _ = = = = =1 - -'__ _ _ _ _ _ - - _ = = = Ln U r-•I a , -_ - - - - - - - - - - - - - - - - - - - - - - --- - REMOVE 1 i - I I - _ - _1 - - - - - - - - - -1- - -,- _ _ 1 - -, - - _ - Co "'I 1. VE VENT OR OM VENT FRAME.(TURN IDE M OF OR 2.PREPOARE A CLEANO 6.25RW DE BY 8 25"HIGH ROUGHSOPENWG(APPROX.EI BLOCK WIDE DO BLOCK OUTWARD IGH) OR EACH O NT. EXISTING MIN. (3) 2X8 GIRDER', _IF_ ' ' __ MIN; 3 2X8 GIRDER IF ' ' MI 3 2X8 GIRDER IF' i � tv ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 12"ABOVE THE FINISHED GRADE. CHIMNEY, I 1 N r. aJ I I 1 11 1 11 1 11 1 11 ► 11 I I ,. 0 W 3.APPLY A BEAD OF HURRIBOND GRIP&SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON THE VENT I 1 6 -1 6 -1 6 -23/4 6 -1 6 -1 1 I ,0 FRAME.(FIG.2) 1 1 1 4.INSERT INSTALLATION CLIPS INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. I I 0 I I 5.THE SPRING ARM OF THE CLIPS SHOULD BE ON THE OUTSIDE OF THE VENT FRAME.COMPRESS THE BOTTOM TWO CLIPS I ' - AND BEGIN SLIPPING THE FRAME INTO THE OPENING.ENSURE THAT THE BOTTOM CLIPS ARE IN THE OPENING BEFORE ALLOW THEM TO DECOMPRESS. f I 1 I 6.WITH THE FRAME NOW IN THE OPENING,AND THE BOTTOM SPRINGS IN PLACE,COMPRESS THE TOP SPRINGS AND PUSH THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL. X 7.RE-CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS,AND CAULK. , ; VERIFY GIRDER LOCATION 8.INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR(WITH FLOAT PINS DOWN)AND FRONT(SMALL I I AND SPLICED JOISTS (REPLACE w 1 I SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. 1 ; AS NECESSARY IF UNSUPPORTED - - - - - , f 1 ~ 9.INSERT THE TOP STRAPS INTO THE TOP TWO STRAP SLOTS ABOUT TWO CLICKS. �wd V 10.TO OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM.THIS WILL ; 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _AT GIRDER LOCATIONS_ _ _ _ _ _ ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' ' - - UNLATCH THE DOOR FOR REMOVAL AND CLEANING. DETAILED SPECIFICATIONS: - - - - - - - - - - MATERIAL:STAINLESS STEEL I- - - - - - - - - - - - - - - - - - - - - 2X8ACQ-LfDGERFLASHED- - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED O I -, GENERAL CONTRACTOR TO CONTACT ARCHITECT UNTIL ACTIVATED OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG.FULLY CLOSED AT 35 DEG.NO POWER REQUIRED LEDGER BOARD TO BE FASTENDED _ 00 V AFTER HOUSE IS LIFTED TO CONFIRM EXISTING STRUCTURE TO BUILDING WITH TIMBERLOKO O Q AND UPDATE PLANS AS REQUIRED FOR ADDITIONAL INSTALLATION: COLiMNS, GIRDERS JOISTS, etc. SECURED W/4 STAINLESS STEEL INSTALLATION CLIPS INCLUDED AND AN ADHESIVE HYDROSTATIC RELIEF:200 SQ.FT PER SELF-COUNTERSINKING SCREWS + VENT.VENTILATION:51 SQ.IN.PER VENT BY OLYMPIC MANUFACTURING I N I DO NOT POUR FOUNDATION UNTIL ARCHITECT UPDATES -- NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION (2 SCREWS @ 32" O.C.) ff , , FOUNDATION PLAN. REQUIREMENTS FLOOD:MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS 7M9 9C 0R'bE1� _7) 2=CZ2'Z;1T r GENERAL CONTRACTOR AND INSTALLER FOR FOUDATION ' !s — ] _________________ ___ _ _ _ _ _ _ TO VERIFY ALL DIMENSIONS AND ADJUST AS REQUIRED V MANUFACTURE AND PRODUCT INFORMATION: POST TO AN HOR T PRIOR TO CONSTRUCTION. CONTACT:1-877-441-8368 WWW.SMARTVENT.COM TO 16X16 CONC. PIER 1 II , 1 n MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA,NFIP,[CC,&ASCE MIN. 3' BELOW GRADE _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ 801 -O SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-14 ICC EVALUATION#ESR-2074 , 1 31_111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6�pu = = = � 121-93/411 01 I f 311-103/4t1 L. 4 CONt]NL10(YS.AT BXSE---JOF STAIR- a N _ 9 P. PROPOSED CRAWLSPACE W E PROJECT NORTH / ;" f ,r'�� DRAWN: SCALE: 1/4" = 1'-0" SCALE: 5 ACTUAL NORTH' {' , JOB #: 6/28/2024 .►: SHEET NUMBER: A�fr6 A O - - - - - - - - - - o - - - - - o LL - - - - - - - - O O d- H FWG100611-4 SAAS (2) 11-1/4 Ml� HDR o = I = o 00 00 0o 00 X, � � (2) 2X4 POST Nc -- gyp) N do 0 o °� -- --- - I W cn = SUNRO M = �— — PROPOSED DECK !21 N oo 0o N 5/4 DECKING AS SELECTED BY OWNERS F� N EX. CATHEDR L C1G N I I WITH THIGH RAILING TO CODE M•J `�y I i O W O lf1 0 o M (2) 2X4 POST I I �j N m'P) I I W W BANQUET " O O `" o 00 — z � � I TW3046-2 51-811 TW3046-2 EGRESS L PASS THROUGH (2 9-1/2 ML HDR (2 2X8 HDR 14 �T 30" OPENING (2 2X8 HDR �- - - - - - - - - - - - - - - j Qg n Z 1, 1, F ar — N V r , Q O l i N BEDROOM N l o m ° (2) 2X4 POST M _ O r (TYP) a KITCHEN d- s` W ; 9'-0° cLG N x ^ .., ATHEDRAL CLG. (V „ LIVING ROOM - , - £; N Q m g CATHEDRAL CLG. - ' O (n C) � 0 ,: I,- � � n N mot- I R; @j ........-r i N J o' Z s X G rn coI° V N :s !; @, I I 1 FOi ob BUILD WALL UP TO RAFTERS 1 r di u GC TO REVIEW RAFTERS AND - cl 2 15'-21� " TIE-IN, SPLAICE/ADD AS REQ, - u 1 o C 4'-011 1 r BUILD WALL UP TO RAFTERS U) — / /,. $ -21/4 GC TO REVIEW RAFTERS AND r -I (2 2X8 HDR LA TIE-IN, SPLAICE/ADD AS REQ, Al L J I I 21-611 A ol/ I — I 2 2X8 HDR P'' � � I N i ,� = I I I Q cr, I o 51.011 6r_4rr 1.OrrILI i W I ,— '� i_ 1 ( I BEDROOtM No. 2 0 0 II v 00 o \ p 9'-0" CLG (III BATH 1 I I - - - - - - - - -o ENTRY cV UTILITYN BLT 9'-0" CLGo 0" CLGINROOM S 9'-0" CLG On- - - �._. , - - - - - - - - - - - — — � - `r - - — — — — — — — — — — — s= N (2) 2X4 CD III _ III " Q (TYP) 1-93 /411 Fq (2 2X8 HDR I I EGRESS o I o TW3046-2 V N PROPOSED PORCH � o x m I 2X6 C1 (@,,16"OC m ' 1 N w — - — - 13),2X10 GIRDER (WRAPPED)WALL LEGEND 1OX10 FG COLUMN _ ____ INNvc, E — —�w/6X6 ACQ POST -- - - - - - - - - - - - - - - , L - - - - - - - - - - - - - - i WAIL TO BE REMOVED m'P) S ACTUAL NORTH - - - - - - - - - - - - - - - - - - - - EXISTING WALL NEW WALL (SkOPOSED FLOOR PLAN NOTE: ,� •Y•• .���v DRAWN: SCALE: 1/4" = 1�_011 ' . DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL ~: SCALE: . ,. 13 [ INT.: 2X4 = 4-1/2", 2X6 = 6-1/2" ,EXT.: 2X4 = 4-", 2X6 = 6" ] - - - - - - - ref JOB #: r n r n 6/28/2024 DIMENSIONS OF NEW WALLS ARE FROM STUDS 1O -O C -O �, ,>� [ EXT. / INT.: 2X4 = 3-1/2", 2X6 = 5-1/2" ] SHEET NUMBER: F� A A� 7 O EX. 2X4 EXISTING 2X4 RR @24"OC ( RR @24"OC SISTER (2) 5-1/2 ML TO EACH RAFTER (24"OC) (1 EACH SIDE) PAD OUT / ( AT CT/ RR� CUT 2X4 RR @24" OC BACK TO BEAR ON WALL / NEW 1-3/4X5-1/2 (NO ADDITIONAL ♦ / L ML @24"OC (•� STRUCTURE REQUIRED) ♦ — — J O EXISTING 2X8 RR @24"OC ♦ ♦ ~ (EXISTING STRUCTURE VIF ♦ EXISTING REPLACE AS REQUIRED) . Y:2X6 CJ @24"OC --- EPT AT COLLAR TIE ♦- DBL 2X8 COLLAR TES @48"OC THRU-BOLT ALL COLLAR TIES fl (3) 10 EA. SIDE (TYP) BEARING +I WALL N I 1 I 1 N E:l ITC LIVI o 1OX10 FG PORCH ENTRY COLUMN 1 1 6X6 ACQ- POST BANQUET i INSTALL BLOCKING SUN ROOM 1 1 BETWEEN JOISTS -- -__- - — 1 1 UNDER WALL (Q} U w FF EL 9.0 _ — 5/4 DECKING ---_ ___-_ _— _ _ _ _FF EL 9.0 Z 2X6 ACQ @16"oc EX. 2X6 F EX. 2X FJ EX. 2X6 FJ EX. 2X6 FJ 2X8 ACQ @16^oc _ _ _ _ I 1 TOF EL 8.4 TOF EL 8.4±/_ (2)2X8 ACQ I� SISTER (2) 2X6 TO EACH JOIST �� 6X6 ACQ / 2X6 ACQ SILL PLATE , / (3) 2X6 FLUSH Q ' POST OVER TERMITE SHIELD '}I / (3)2X10 ACQ :. GRADE EL 6.1 +/- v AND SILL SEAL SX16 CMU PIER (TYP) _ / GIRDER O C) / / / (2) #5 VERT REBAR) O Q00 • d' v GRADE EL 4.8 O 24"X12" CONC v•• a / - rr>t UNDER STAIR L�A °-• 71 2" (MIN.) CONIC. SLAB / t7- - '• ° 16X16 CONC. 24"X12" CONC b p- •a p• " •a •a • 4 . PIER UNDER STAIR -1 16X16 CONC. PIER / , 16X32X12 CONIC, FTG o d' r • CROSS SECTION A CD SCALE: 1/4" = 1'-0" `� N V x Ln ^ 14 v CA m c O CT O f4 x O oo0 P4 bb O u A-I 3 -4 4 Lo U C7% m 2" �° (n 00 11/4 cV raj O O O O2" O O O ® 2" • 2" 1 1/4 1 1/4 1 1/4 1 1/2 0 W SINK LAV. b 0 0 0 0 •• • W.C. W.M. D.W. 13 FASTENER TYPE: SPACING: SHO ER F.A.I. w I4o.8 WOOD-SCREW BASED ANCHOR WITH 16"OC Tin.EMBEDMENT LENGTH • � • • •• • • ICI IJO.10 WOOD-SCREWS O O 11/2 3 O BASED ANCHOR WITH 16'OC 2 '1 1 1/4 0 ;!in.EMBEDMENT LENGTH � O. I V J 'L/4in.dia.LAGSCREW I C.O. r^ BASED ANCHOR LENGTH 16"OC 3 tin.EMBEDMENT LENGTH • • •• • • O• 4 3/4"APA PLYWOOD 3 y SHEATHING GRADE O(J APA RATED SHEATHING GRADE PLYWOOD Fall (ALTERNATIME:7/16"O.S.B.) • • •• • • ® O 1/2'APA RATED SHEATHING - - GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) • s •• s e • FASTENER TYPE: SPACING: TO APROVED 2X4 DF#2 SLOPE" 1/4" PER FOOT PITCH TO DRAIN n U No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC O 4 C.I. TRAP HOUSE WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS • • ®® • • �+ BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC o ® PLUMBING SCHEMATIC - tin.EMBEDMENT LENGTH s • s • • TYPICAL DOOR OPENING PANEL SPAN GREATER THAN4FEET MULTIPLEP2;;ODSCONNECTES FASTENER No. SPACING: SCALE: NOT TO SCALE 2-2X4 DP#2 STUDS CONNECTED § AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINRED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC THAN 6 FEET AND NUTS(?b 2'-0"O.C. tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH REW AND EQUAL OR SMALLER BASE'dia.ANCHOR WITH Q BASED ANCHOR WITH 16'OC THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING ' DRAWN: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" /`' ~;;, SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO JOB #: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ;'s'S t:' is, <" �' 6/28/2024 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ► rY ?,.;, �; HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. � +', » s SHEET NUMBER: AI8 O WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W KING STUDS N • ENDWALL RAFTER WALL STUD CRIPPLE STUD o • BOTTOM PLATE O RIDGE 4BATHTUB ' HEADER LEDGER DOUBLE JOIST SIDEWALL IN JACK STUDS RAFTER r , FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH RUNNING JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4%12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD \� THROUGH-ROOF EXHAUST VENTS SELECTED AND �T1 LOCATED BY CONTRACTOR w METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER �y SILL PLATE(S) f I WALL SHEATHING RAFTERS MAINTAIN • ` VENTILATION Q . � . � • � • � � SIDEWALL FLASHING WOOD JOIST u FOUNDATION TOP PLATE BLOCKING 'r+l y; FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Z r� STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST W w AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA ✓ Z BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ^ THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �.' �� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS '� ,f RESISTANT METAL MESH WITH MESH ON ALL OPENINGS �.' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD O 0 FLASHING TO FORM CHANNEL O z INSTALL 4'0" O.C. . , AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE oc 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS , GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / �„ ' ACTION 4' - 6' RAFTER RT10 10-3/4' x 18go. TYDOWN ANCHOR O\ EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 0 8" - 12" RAFTER RT20 21-1 CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,',� ' /8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .', KEEP ROOFING NAILS OUT 2ND. FLOOR WALL I ".' OF FLASHING ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST _ NO TOP PLATE � GIRDER/HEADER c7N ++ Lloo SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST m WALL STUD m O +�+ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, d1 RAKES __ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TOFORM DRAINAGE CHANNELDSEANDS SO RAFTERS e� X O � INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION M @) ch 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION w V ' PRE-MANUFACTURED ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 'Cz Qj In a" ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" dJ CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE N pp \ RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. O INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS I 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE �i � U CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS O i ;-q -1 ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 4 m +�+ r_4a� DBL. SILL PLATE ��,•;`` I � �� � TERMITE SHIELD WOOD JOISTS 00 N axl i SILL GASKET - , r— SUB FLOOR 00 CONC. SLAB ` NEOPRENE W TYP. CONC. FOUNDATION ( 6 MIL. POLY ; 'w' GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE DAMOLYOOF EXTERIOR GRANULAR FILL . � Vs , I BOLTED TO STEEL BEAM WITH � 6MIL POLY ON EXTERIOR V � � � ' V .0 STEEL COLUMN I p �. 1/2 " DIA. BOLTS ® 48" o.c. STAG. A > e• `� 0.% CONC. SLAB • C • C 'p o ROOF JACK „ I � �.% STEEL BEAM A �.p ANCHOR BOLT EMBEDMENT: `. V COMPACT FILL POURED CONCRETE: 7" `% 4" x 1/4" x 8" STEEL w •>' BLOCK WALL: 15" � ROOFING LAPS . TOP AND BOTTOM PLATE KEYWAY FOOTING o V I� • 4 • 83 p ~ ° FLASHING AT �. WITH 3x3 SQUARE WITH 1/2" x 6" ANCHOR BOLT 1--�° �•a �• a CONC. FTG. •p Q•p C o' SIDES AND TOP 1/2" GROUT ANCHOR BOLT CONNECTION USE WASHERS(USP LB S58 OR 583) ��,, ' VO p REINFORCING B AR '` I 3" STEEL COLUMN DRAIN TILE • p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I � � SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM 1 STORY 72" OC CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING _ [V ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE CONC. SLAB I �—SUBFLOOR 6X6 10/10 WWM DOOR FRAME COMPACT FILL GARAGE 0— JOISTDOOR V I USE 2X8 STEEL BEAM FOR B LOC KOUT `;•� 4" SLAB P.T. PLATE W/ 6X6 WMM \ I SLOPE �W ` 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT w • �' 1/2" AIR SPACE �`� < 1 • ° WITH A NAILING PLATE IF NEEDED • Q' AT END AND .�• " 1 �" ' s • • •' • TO BE APROX. 1/2" OR HIGHER THAN 77 ' f * �,Lt•p ES OF WOOD e ° • • ' • • , (PROVIDSTEEE SRAPPINEAM OG TO KEEP FOR JOISTS ALIGNED) GRADE a ,----a--'•--�cr"-=--s BEAMS o D O , , •• •p •p A- 6X6 W.W.M. •► d d •"� d °� _„I • C • • • MIN. ,° r ° •w �'p •p /�•. ° ���NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p O ° —SUB FLOOR •{ Q REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ' o' • o y • �` •• REINFORCING BAR v• ° a&I° o �e JOIST DRAIN TILE I� ON ° II=11 12" n : SHEET METAL / 30# FELT UNDER BEAM AT POINT • C 1�'A O. e O• ° — STEEL BEAM •• OF CONTACT WITH CONCRETE OR CONC. BLOCK umfo— i TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w• Ow 3 SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) I REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DRAWN: BEAM POCKET . SCALE: ` 4 JOB #: 6/28/2024 ' SHEET NUMBER: •�,�, � A~ 9 CODE: 2020 IRC, 2020 NYS UNIFORM O CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE F� GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W SOIL COMPACTION: E'-( 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. O LEDGER RIDGE • ' HEADER ~� • DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. z RAFTER JACK STUDS All fasteners,hangers and anchors to be galvinized or stainless steel. r � r1 M2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored IN into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERJ DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2XIO LS210 J18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STU 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at 16"o.c. MINIMUM --` 6).Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored �/1 to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal O (.� 0 POST for any contact with ACQ. >••I TOP PLATE TOP PLATE BALUSTERS RIM/DECK JOIST O HANDRAIL NOTES: WALL STUD OPEN BALUSTER ATTACHED TO WALL WALL STUD Q C All required handrails shall be of one of the following types T Q or provided equivalent graspability. v �, HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an O O RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater O z ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH g pp OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches.If the handrail is not circular it shall have a Co r� RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater ►�� SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION g than 6-1/4 inches with a maximum cross section of c) EACH RAFTER CONNECT OVER USE MIN. 2 1 CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2"DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD 1 EACH RAFTER 2).Type II.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both I��1 sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a CD ° maximum of 2-3/4 inches.Edges shall have a minimum � JOIST POST/COLUMN ° e o radius of 0.01 inches. N ° POST/COLUMN 0M1 O NAILING SCHEDULE U Ila n m c O GIRDER/HEADER HI U JOINT DESCRIPTION NAIL NAIL NOTES X O QTY. SPACING cz @ m POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 w V LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL Sd WFCM-SBC t Lr) a) SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN O 06 DECK/PORCH RAILING ROOF FRAMING: �' U \ 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION O ' � ¢+ LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL NAIL •*+ di M +�+ HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NOTES c� U in JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS QTY. SPACING .� N RAFTER TO 8'WALL:3-8d COMMO EACH ,_�� 4-1 TOP PLATE 10'WALL:4 8d COMMO TOE-NAIL RAFTER � c*) CEILING JOIST 8'WALL: 3-8d COMMO EACH •� TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL N N � C) CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ° STU PARALLEL RAFTER WFCM-SBC LAP NAIL W .••�'•., BEARING PLATE `.,.J GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL ° .-%": COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST r= BLOCKING 2-8d COMMON EACH TOE •ts.:;.. ;? •��- TO RAFTER END NAIL w LEDGER 1j 3;r •.�; RIM BOARD EACH END ° GIRDER/HEADER I ;5 CONCRETE PIER ,. TO RAFTER 2-16d COMMON END NAIL WOOD JOIST ,.•• :•.., i" _• ; I--1 WOOD JOIST :;:::;;:::..••':1j... ,. ...`.':::"I�y'• U., WALL FRAMING: O x:.. . : NAIL NAIL QTY. SPACING Cn JOINT DESCRIPTION NOTES '�;• ..:1 �• •'; .. 4.1 FLUSH JOISTS WITH HEADER/GIRDER • 1 DOUBLE 2x TOP PLATE TO PER q�•• t�. 2-16d COMMO FACE NAIL CEILING JOIST TO BLDG.CONNECTION 'C�• •• (MINIMUM) TOP PLATE FOOT L, ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 11 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE o� LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 11 OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMO EA.SIDE NAIL [V IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ° - ROD c 11 [--� TO ALLOW FOR SHRINKAGE. (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED.••••••;••• ... 11 STUD 2-16d COMMO O.C. NAIL FOR STU .,,,'y_•••••""• . (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE • HEADER TO 16d COMMON 16"O.C. FACE •••�►: HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER �I TOP OR BOTTOM 2-16d C'OMMOt I PER 2x4 STUD END TOP PIECE OF SIDING AND E PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. c: BOTTOM PLATE TO: V ••S' ti........THREADED ROD PER PIECE OF SIDING BELOW ° FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL C/) i x •':: ..... CNW COUPLER NUT END JOIST OR BLOCKING Qt �v/ 1/2"DIA.LAG BOLTS W/WASHERS �• W CONNECTED TO BLDG. @16"OC STRINGER POST ®16• f.. '� �• MINIMUM DECK FRAMING: (2)THRU- �..a✓ ,,; �• END DISTANCE NAIL NAIL ;,: .,,,:5, ;.. JOINT DESCRIPTION NOTES BOLTS •;,.., ;.; QTY. SPACING PB44 POST a ' •�•��.,,,• .•�••' -....:. .... ..'`.....,.,�,•,.•••"'••••. JOIST TO: PER TOE ANCHOR "dia. •.• •,. ' . FLOOR FRAMING , PIER 16"TREAD t o„:���,,, a• -.-•'. MINIMgM , w 4-8d COMMO 2x JOISTS °• `'• E: �''"'•• o 'o o ENS(�}S1'ANCE ° e SILL TOP PLATE OR GIRDER JOIST NAIL WBRIDGING EACH TOE .•0'4 a •p':•: :'• /••t'"� r •• >� TO JOIST END NAIL h .• 12"x12"x12" 2-8d COMMO R CONC.SLAB c :7 Apr)• �`�lea • CONCRETE FOOTING a a BLOCKING FOR �' (ASREQ.) og aQ =••••:,, l,:•••% `, r �` `, TO JOIST END NAIL JOIST HANGER BLOCKING 2-8d COMMO EACH TOE LAG BOLTS ' 8"dia. a 'o DECK PIERCON w 3-16d COMMO ' 'p D PIER PERPIAN HOLLOW COLUMN UPLIFT « SILL OR TOP PLATE BLOCK NAIL 3_D 4'. PIER V e BLOCKING TO: EACH TOE RIM JOIST/BD. C e 9, P. 4,' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE-'_7" • 3•. . q DECK POST FTG.CONNECTION 3-16d COMMO INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL':<' LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TO r" DRAWN: 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3-8d COMMO JOIST DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER D` ?yy. � SCALE: 3-16d COMMO ti, JAB #: TO JOIST JOIST AIL "�` L'.''s". m�ti BAND JOIST TO: PER SILL OR TOP PLATE FOOT 4T 6/28/2024 2-16d COMMO E NAI SHEET NUMBER: O I--I . GENERAL NOTESWIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) E" I TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC �j intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL , 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7 O UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/18180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS STORAGE 20 NO FINISHED CEILING H (STORAGE) EXTERIOR(LIGHT FRAME)STEEL WALLS 14 ( ) 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS(PLASTER,STUCCO h-�-i These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - MASONRY WALLS(8"THICK) 80 ) U36o r should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) t/240 �--I accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE P 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO SIDE FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 -16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE NAILattached with 8d common nails at 6"o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL O w Q in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7 . INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING: HAZAOD RDS Q; Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O O 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO Op TO HEAVY MODERATE O �+ 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMONPER TOE O" concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: c) Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE l V1 4). Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES F--i be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �T . BLOCKING EACH TOE F-'-i 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g P TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 -16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. ( ) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). P P g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMONPER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r-•I +- N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END CV the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMONJOIST NAIL "t O 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, co c� u 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U P 2 -16d COMMO X Ln ^�- a) Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 cf) FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F HEAT 1 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � a For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL O 3). Posts supporting girders shall be anchored to a 12 x12„x12„ thick concrete footing. JOINT DESCRIPTION �••� w @ x Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 'd Z U AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. ft a) G) below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d O co 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: t U Douglas Fir. 4). Deck joists to have blockingat 8'0 o.c.. O ' i_ CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES � lztl , 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION •4; Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) � U 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. c7s where needed. GYPSUM " O.C. G NOTE: 2 FOR PANEL FIELD 1, 7 EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. 5d COOLERS 0 Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all " above grade.6). Concrete piers shall be a minimum 6 WALLBOARD 10"O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE: 3 cV Q openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED 1N SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5 . All flush beams/headers to be installed with heavy du alvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall Y duty g g PANELS WFCM -SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C. EDGE [w PLYWOOD 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. I••'� 5d COOLERS _ V on plans. WALLBOARD 10" O.C . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. O 7). Provide 2 -1-3/4"thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' U) other access openings unless otherwise noted (typical). U) 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) N MIN.44"SILL-AFF C� 9). Provide blowalls.bridging in floor joists at 8 0 o.c.. Use solid blocking in floor joists NOTES NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 (J feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed CA 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing g g CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) " q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of g' g 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DRAWN: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO �. ., COVER TOP SCALE: �a�s sf R' JOB #: 6/28/2024 SHEET NUMBER: MIN A~