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SITE DATA LOT AREA. 24,050 SO FT
EXISTING FLOOR AREAS PROPOSED FLOOR AREAS- MHW _ N 71 55'10 yy DATE
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EXISTING FIRST FLOOR= 965 SO FT PROPOSED FIRST FLOOR= 0 50 FT /.ROOFING ExISTING SECOND FLOOR= 1,125 SOFT PROPOSED SECOND FLOOR= 0 SOF MON _ 10jjV� 9/18/2017
VER 30# FELT ON EXISTING COVERED PORCH= 0 SO FT PROPOSED COVERED PORCH= 35 50 FT _ {y
EXISTING SHEDS- 0 SO FT PROPOSED 2ND STORY DECK=441 SO FT MHW SCALE
1/2" COX PLYWOOD ff
LIGHT AS PER LIGHT AS PER ET'ISTING TOTAL= 2 090 50 FT PROPOSED TOTAL= 476 SO FT ° AS NOTED
CODE E39033 CODE E39033 TOTAL FLOOR AREAS
`€XISTING TOTAL+ PROPOSED TOTAL 8
2Oso SO G + 476 50 FT =2 566 sQ Fr N DRAWN BY
LOT COVERAGE
FLOOD LIGHT FLOOD LIGHT PERCENT OF LOT COVERAGE= 1 000 SO FT /24 050 50 FT =0 0415 04 15% MV CHECKED BY /
AS PER OWNER AS PER OWNER FLOOR AREA RATIO
R6 R6 TOTALS OF ALL STRUCTURES/SQUARE FOOTAGE OF LOT= 'l V L
s m R 5 ID R NEW 36"HIGH 2 565 SO FT /24 050 SO FT =0 1066= 10 669. I N
RAILING AS PER OWNER TOTALS OF ALL STRUCTURES(FIRST FLOOR,SECOND FLOOR PROJECT NAME
DETACHED GARAGES,SHEDS AND COVERED PORCHES)
-- _ FINISHED GRADE 1 MIN t°2 MA% -
FININED COVER i
CONCRETE a MA% i �6 ' lay-1
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CHIMNEY J`Q
INLET PIPE 20" SOLID WALL PPE-CAST T� Q
IF REQUIRED DOME OR 6"THICK (�
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AS PER j 27,622 68 SQ FT
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- WINDOW SCHEDULE - g I
—(ANDERaeN 400 BERIe6) BUILDING PLAN REVIEW NOTE �R'FR—u PF�BI�LB PO`I cµiB xNB aaoa /
WINDOWS SPECIFICATIONSSrsu— e E_R /
THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE STORM WATER DRAINAGE DETAIL v a _
NO 1YPE RO W.H UNIT CIM W X H UNOBSTR GLASS W%H MEETS EGRESS HARDWARE REMARKS ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE PLAN
1 O9 ANDERSEN 2432 2-6 t 8 x 3-5 1 4" 2-5 5 B"%3-4]8 24 7/16 X 15 15/16 NO - SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN N I 11 __EA yeeu+e�
ilt ANDERSEN 3033 �'-I-1 - - " O - THE BUILDING ANO/OR RESIDENTIAL CODE OF THE STATE -
126 ANDERSEN 2046 2-2 1 8"%4-9 1/4- 2-1 518•X 4-8 7 8" 20 7/16 X 23 15/11- NO -
127 ANDERSEN - - - - OF NEW YORK THIS REVIEW DOES NOT GUARANTEE
129 ANDERSEN 3046 3-2 1/8"%4-9 1 a" 3-1 5 8"%4-8 7 8 32 7 I6"%23 15 16' YES NOTE ft310 i a COMPLIANCE WITH THAT CODE THAT RESPONSIBILITY IS cxlsT�m $-
GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE DO qe ReM°v°B N
STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF /n a Al EN I
210 ANDERSEN UHP424 - - - - - e�x
RECORD THAT SEAL AND SIGNATURE HAS BEEN INTERPRETED' 7� TT�T CALCULATION
T p,Aoveo PRDFos[o
— AS AN ATTESTATION THAT TO THE BEST OF THE LICENSEES DRAINAGE I..ALI.V CATION ��"B` - ° oma.° " m
BELIEF AND INFORMATION THE WORK IN THE DOCUMENT IS wELL ov=RRu¢ �Ews RS.,U
�z SHEET TITLE
-ACCURATE .w Rar u�
CONFORMS WITH GOVERNING CODES APPLICABLE AT THE IMPERVIOUS AREA (ROOF) = 1,125 SOFT ®aP°°6x.cem°v ELEVATIONS
TIME OF SUBMISSION,
CONFORMS WITH REASONABLE STANDARDS OF PRACTICE 1.125 SOFT X 025 (3 RAINFALL) = 281 25 CU FT Q
- DOOR SCHEDULE - AND WITH VIEW TO THE SAFEGUARDING OF LIFE HEATH, (1) 4 X 8' DIAMETER RING = 1689 CU FT O aoa mood/ CIL SITE DATA
DOORS SPECIFICATIONS PROPERTY A.\D PUBLIC WELFARE EL 6 4' c"a°,En°c0 p°ACR
NO TYPE RO W x H UNIT CIM W X H UL RATING HARDWARE GLAZING REMARKS -IS THE RESPONSIBILITY OF THE LICENSEE (2) PROPOSED 4' X B' DIAMETER RINGS = 3378 CU FT r
2668 EXTERIOR 30 %Bo - - - tat 25 CU Fr REQUIRED < 3378 Gu FT PROVIDED
JOB NUMBER !
3066 EXTERIOR — NOTE: ALL STRUCTURAL DRAWINGS ARE — ,
FRSC FIRE RESISTANT SELF-CLOSING - - - PREPARED IN ACCORDANCE WITH THE S 81°05'10" E 100 0' LAI
2015 INTERNATIONAL RESIDENTIAL CODE COREY CREEK LANE }0 2017-57
WITH THE NEW YORK STATE 2016 g`3 b�' ¢¢
UNIFORM CODE SUPPLEMENT & 2016 m 0 SHEET NUMBER
-- SUPPLEMENT TO THE NEW YORK STATE -PLOT PLAN 1" = 20'-O" z
ENERGY CONSERVATION CONSTRUCTION � 1 OF 6
CGDE & THE 2015 WFCM1 INFORMATION ON PLOT PLAN TAKEN FROM SURVEY PROVIDED BY KENNETH M WOYCHUCK -LAND SURVEYOR
ao 2 ♦y/
12-0 A-A \
17'-S' 4 11'-2" 6'-0" 7'-0" 4'-0" 9'- OF 2-0 3-4'
6"X6"A C 0 Al2CHITECTURE
(2)-Yx6' NOTE T I THE BEST E MV KNOWLEDGE, BELIEF AND LEGEND `�
POST(TYPIC ) -----— r e - PROFESSIONAL JUDGMENT,THESE PLANS AND/OR � CONSULTING 7
(3)-2 X1 HEA ER I o I SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016
LINOVEE Or / �2 SUPPLEMENT TO THE NEW YORK STATE ENERGY SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN 1
DECK ABOVE i P u I I �INCE,N,�T�L�U�CARELLIA I A
o I x I CONSERVATION CONSTRUCTION CODE(EI03 2 1) - DOTTED LINE WALL DENOTE EXISTING WALLS TO BE 9 KIRKLAND DRIVE
REMOVED ADEQUATE TEMPORARY BRACING SHALL `J
APPROXIMATE ( L.(l o L-L = BE
PROVIDED AT ALL TIMES GREENLAWN;-ALY`I 1740
u
I —(2T--xa— HEADER SCHEDULE 631-567-1307
LOCATION OF ¢® =(21-2",b SHADED WALL DENOTES PROPOSED WALLS INTERIOR WALLS
LINE OF EXISTING DOCK
12•RETAIMNG DECK ABOVE x o 6%6 ACQ ALL WOOD TO INCLUDING JOISTS, TO BE 2"x4"WOOD STUDS AT 16"OC WITH 1/2"GYPSUM
- BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL
WALL iv�POsi(TYPICAL) m BEAMS, POSTS, STUDS, ETC TO BE
1_ _ DOUG FIR OR BETTER AS REQUIRED EXTERIOR WALLS TO BE 2 X4 WOOD STUDS r
------------_ -_-------- ------ AT 16 OC WITH R-15 BATT INSULATION OR MATCH EXIST Dy, F. ��'
_ = _ = = ADJACENT WALL AS REQUIRED `
^� NOMINAL LUMBER SIZE SPANS I 'O^
u NEW 13" x u NEW 36 — — ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE T"
1 w p RETAINING WALL u o 1 HIGH RAILING (2)2X6 UP TO Y-11" —'— PROVIDED WITH DOUBLE FLOOR JOISTS AS SOLID QST
SMALL I AS PER OWNER BEARING BENEATH �I •�
2"x4" DECORATIVE o ,� f - (z)-•xe" 2 2X8 4'-0"TO 5'-I I" Cr 631-567-1307
p.- CRUSI-IED 1O () O
HANDRAIL 1 i 1 r STONE f ® SMOKE DETECTOR (U L RATED) MUST BE INTERCONNECTED k�
¢® ¢® (2)2XIO B-0"TO T-1 V AND HARDWIRED WITH BATTERY BACK-UP SINGLE AND 1165 BROADWAY AVE
2'x2' SPINDLE m ^ 1 m o rn
MULTIPLE STATION SMOKE ALARMS AS PER 8314 OF THE
m iv m UP HOLBROOK,N Y 11741
Z x^ 2"x8"LEDGER BOARD x^ 2"%e"LEDGER BOARD (2)2X12 8'-0"TO IO'-0" 2015 INTERNATIONAL RESIDENTIAL CODE
4'x4" POST iro WITH LAG BOLTS DN �+o WITH LAG BOLTS
POSTS SHALL BE 4X4(NOMINAL) CARBON MONOXIDE DETECTOR U L RATED HARDWIRED TTRIFARO@DTTDESIGNS COM
�(STAGGEREDL@ 20"O C -- ON - — DN — -- STAGGERED) 20 0 C Q ( )
_ •NOTE ALL SIZES CALLED OUT ON ANY OF INSTALL A MINIMUM OF ONE CARBON MONOXIDE
SIMPSON H-8 HURRICANE o LOCATION OF LINE OC I (2)-'xe" DETECTOR IN THE VICINITY OF SLEEPING AREAS REVISION
Tn THE FOLLOWING DRAWINGS WILL SUPERCEDE
CO 1 1 EXTERIOR SHOWER�CAMILEVER AT THE LOWEST LEVEL WITH SLEEPING AREAS
TIE @ 16' 0 C JOISTS ABOVE 5860 S D THIS SCHEDULE
TO HEADER LLI
I I O REF W D [IP Q
(2)-2"X10" GIRDER I I ;� - - o
5/8"0 THROUGH-BOLTED = FILL-IN -I 6._2.. g,_0„ i 13•_6•'=Jl a'_o'• NAILING SCHEDULE
_ EXISTING DN "' UTILIT FROM WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION
2"X8" DECK JOISTS DOOR ® COMPUTER WITH 140 MPH HIGH WIND DESIGN SUPPLEMENTS(APPLIES TO 130 MPH AB WELL
SIMPSON CBSO66— REAR LAUNDRY
@ 1 6" O C ROOM N 5/8"TYPE JOINT DESCRIPTION REFERENCE NUMBER N NUMBER OF NAIL
SDS2 GALVANIZED $TORR 0'-6" FOYER X"GYPSUM ABLE COMMON NAILS BOX NAILS SPACING Z
BELOW I I PLATTORM BOARD ON ROOF FRAMING O
POST BASE I Q WALLS & RAFTER TO TOP PLATE TABLE 34A 3-8tl 3-10d PER RAFTER ~
VENT DRYER CEILINGS a
CEILING JOIST TO TOP TABLE 3 4A 3-8d 3-10d PER JOIST
7"MINIMUM I TO EXTERIOR K
12"0 X 36" DEEP 2-2666 P D 3'-0' PLATE(TOE NAILED) U
POURED CONCRETE _Z EMBEDMENT 4,X6, AS PER M75021 CEILING JOIST TO TABLE 3-9A 11-I6d 11-40d EACH LAP w
PIER TYPICAL WALL TO -- WOOD 4X6 PARALLEL RAFTER(FACE-NAILED)
(TYPICAL) UP HALLWAY BE REMO ED POST WOOD CEILING JOIST LAPS TABLE 3-9A 11-16d 11-40d EACH LAP
GARAGE POST 4• -
-1 OVER PARTITIONS 3-1 U44"X11 7 B"MICRO-LAM®HEADER COLLAR PE TO TABLE 7-6A 3-8d 3-1 Od PER IE
RAFTERS
NEN STAIR ^tob� FIRE RETARD COMMON WILE BLOCKING TO RAFTER 2-8d 2-10d EACH END O
& ILING 6(g CLO CLO -I AND CEILINGS BETWEEN HOUSE �I TOE NAILED Z
DECK DETAIL AND GARAGE WITH 5/8"TYNYS PE-;
N-T-S. I
GYPSUM
IINSUTATERCO MON RIM BOARD
NAIAED) RAFTER 2-I6d 3-76d EACH END
I 1 WALL6 WITH R-15 AND COMMON WALL FRAMING DATE
1 1 CEILING WITH R-22 FIBER 9/16/2017
LIN GLASS INSULATION TOP PLATE TO TOP PLATE 2-16tl(1) 2-I6d(I) PER FOOT
2 (FACE NAILED)
GUEST OYER CONTRACTOR TO VERIFY TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS-EACH SIDE
FILL-IN J L J AND MATCH EXISTING (FACE NAILED) SCALE
EXISTING SUITE 1 FLOOR HEIGHT STUD TO STUD FACE NAILED 2-I6d 2-16e 24"0 C AS NOTED
WINDOWS
SHEATHING ABLE M1507-4 - 1 HEADER TO HEADER(FACE NAILED) 16d I6d 16 OC ALONG EDGES
SIDING EXHAUST FAN BAT I TOP OR BOTTOM PLATE TABLE 3 5A 1-16d 1-16d PER STUD DRAWN BY
V T TO EXTERIOR TO STUD(END NAILED) .yam
12'-6 8'-8' 114'-0 13'-e"
FLASHING FOR WATER TIGHTNESS iiiiii1 BOTTOM PLATE TO FLOOR JOIST 2-16d(1 2) 2-16d(1,2) PER FOOT S D /•
DECKING j Og 4"X4"WOO BU POST BANDEJ NIST E DJOIST OR SLOWING
EF ( ) I CHECKED BY
APPROVED JOIST HANGERS tt 2-1 3/4 xl4 RO-LA HDR
FLOOR
SOTRTORSILLNOTOP PLATE 4-Be 4-100 EACH END
IM / I 726 129 12fi 109 o COVERED o OR GIRDER(TOE NAILED)
MINIMUM{ 2X LEDGER WITH FASTENERS w PORCH ¢ PROJECT NAME
IN ACCORDANCE WITH TABLE R507,2 o L-------- -- - -- _-- - I" ------J - RIG JOIST 2-Ba 2-t0tl EACH JOIST
)� �w- ,I 'r- _A (TOE NAILED)
�LINEOF ® m �n510 OF BLOCKING TO JOIST 2-8d 2-10d EACH END [j]
FLOOR HOLD-DOWN DEVICE MIN 750 LB CAPACITY CANTILEVERABOVE $ 2"X 6.R R m I (TOE NAILED)
JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED ��
ALONG DECK AND ONE WITHIN 24-OF EACH I i @ 1�6 It
T` .NI-.) BLOCKING TO SILL OR 3-I6e 4-I6d EACH BLOCK U a
END OF THE LEDGER HOLD-DOWN DEVICES .�__— _ _�. TOP PLATE TOE NAILED z z
SHALL FULLY ENGAGE DECK JOIST PER LEDGER STRIP TO 3-Ifid 4-lfid - EACH JOIST /L_ `( 1"i) O
HOLO-DOWN MANUFACTURER BEAM(FACE NAILED) w4 C4
JOIST ON LEDGER TO BEAM 3-8d 3-10d EACH END O
A FULLY THREADED gT"DIAMETER LAG T-6" 10'-0" 6'-4 9-8' 6'-8" (FACE NAILED) 1� {� �( ¢ C)
BANDJOIST TO JOIST 3-16d 4-I6d EACH END r-11 uny
TORCEN ER EW PREDRILLED
TOP PLATE, STUDS,ORAHEADER TION 40-2" (END-NAILED) C/1 'l O H
USE JOIST HANGERS BANDJOIST TO SILL OR 2-Ifitl(1) 3-i6d PER FOOT rLW'yl ��c Q'
LEDGER DETAIL rT-T-s- FIRST FLOOR PLAN ON A L CONNECTIONS 1/4"= 1`-0' OP PLATE(TOE NAILED) r 1 U 1~-1 P,
NOTE THIS DETAIL"IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS (EXISTING=965 SQ.FT)(COVERED PORCH=35 SQ-F-17) JOINT DESCRIPTION REFERENCE NUMBER Of NUMBER OF NAIL � W
TABLE COMMON NAILS BOX NAILS SPACING F4 W �•+ o I�
ROOF HEATHINC F4 I/•i`/OI O �7' W ^
STRUCTURAL PANELS TABLE 310 Bd tOd 6"EDGE F1.4F+4 IL( F-I
RAFTERS OR TRUSSES SPACED UP 6"FIELD w
TO 16"0 C Ey _v
RAFTERS OR TRUSSES SPACED UP ad IOe 4"EDGE U .-� `•�
8302.9.2 SMOKE-DEVELOPED INDEX.WALL AND CEILING R303.7 INTERIOR STAIRWAY ILLUMINATION. 8308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART 8312.1.3 GUARD OPENING LIMITATIONS TO z4"0 C a"FIELD Q z
FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN OF A BUILDING WALL ENCLOSING HOT TUBS, REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, GABLE END WALL RAKE OR RAKE `-'
WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS OR RAISED FLOOR AREAS,BALCONIES AND PORCHES TRUSS WITHOUT GABLE OVERHANG 6"EDGE
NOT GREATER THAN 450 ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE ad 10d 6"FIELD 00
LANDINGS AND TREADS THE LIGHT SOURCE SHALL BE SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL M
GABLEEND WALL RAKE OR RAKE Ed IOd 6'EDGE r4
8302.10.1 INSULATION.INSULATION MATERIALS, CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO GLAZING IS LESS THAN 60 INCHES MEASURED CLOSURES THAT DO NOT ALLOW PASSAGE OFA TRUSS Yn TH STRUCTURAL
IELD
THE W
LEVELS NOT LESS THAN 1 FOOT CANDLES(11 LUX)AS VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE SPHERE 4 3/8 INCHES OR MORE IN DIAMETER OUTLOOKERS 6"FIELD
R31
VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN F
INCLUDING FACINGS,SUCH AS VAPOR RETARDERS AND MEASURED AT THE CENTER OF TREADS AND LANDINGS GABLE END WALL RAKE OR RAKE ee 10d a"EDGE SEAL
WIT
THERE SHALL BE A WALL SWITCH AT EACH FLOOR R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE
TRUSS H LOOKOUT BLOCKS a'
FLOOR-CEILING ASSEMBLIES,ROOF-CEILING LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE ,3 WINDOW WELLS THE HORIZONTAL AREA OF _
ASSEMBLIES,WALL ASSEMBLIES,CRAWLSPAGES AND STAIRWAY HAS 6 OR MORE RISERS THE WINDOW WELL SHALL BE A MINIMUM OF 9 SQUARE RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE CEILING SHEATHING
ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO FEET,WITH A MINIMUM HORIZONTAL PROJECTION AND OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE GYPSUM WALLBOARD 5e COOLERS 7'EDGE 10"FIELD
EXCEED 25 WITH AN ACCOMPANYING SMOKE- WIDTH OF AT LEAST 36 INCHES THE AREA OF THE
EXCEPTIONS- OF A SPHERE 6INCHES IN DIAMETER WALL SHEATHING
DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED WINDOW WELL SHALL ALLOW THE EMERGENCY
1 A SWITCH IS NOT REQUIRED WHERE REMOTE, ESCAPE STRUCTURAL PANELS STUDS SPACED TABLE 311 ad 10d 6".EDGES
24"0 C 12"INTERMEDIATE EDGES
IN ACCORDANCE WITH ASTM E 84 OR UL 723 CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS AND RESCUE OPENING TO BE FULLY OPENED SUPPORTS(FIELD)
PROVIDED R507.1 EXTERIOR DECKS. 1/2 OR 25/32-FIBERBOARD PANELS 8tl 11 d 3"EDGE 6"FIELD
R302. 8310 2 3 1 LADDER AND STEPS WINDOW WELLS WITH WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR GYPSUMR 5d COOLERS 5d COOLERS 7"EDGE 10"FIELD
CONS 1 CONSTFIREBRUCTION,
OCKING.IN COMBUSTIBLE R303 8 EXTERIOR STAIRWAY ILLUMINATION. WALL,DECKS SHALL BE POSITIVELY ANCHORED TO THE
CONSTRUCTION,FI TICAL AND H SHALL BE PROVIDED TO A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL
CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN HAVE A PERMANENTLY AFFIXED LADDER OR STEPS PRIMARY STRUCTURE AND DESIGNED FOR BOTH
ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP USABLE WITH THE WINDOW IN THE FULLY OPEN VERTICAL AND LATERAL LOADS FLOOR SHEATHING
DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE STRUCTURAL PANELS SHEET TITLE
BARRIER BETWEEN STORIES,AND BETWEEN A TOP LANDING OF THE STAIRWAY EXTERIOR STAIRWAYS POSITION LADDERS OR STEPS REQUIRED BY THIS SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY 7'OR LESS Bd lotl 6 EDGE/IT FIELD
PROVIDING ACCESS TO A BASEMENT FROM THE SECTION SHALL NOT BE REQUIRED UI COMPLY WITH THE USE OF TOENAILS OR NAILS SUBJECT TO GREATER THAN 1 10d I6d 16-EDGE 6'FIELD
STORY AND THE ROOF SPACE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN SECTIONS R311HALL AND R311.8E REQ LADDERS OR RUNGS WITHDRAWAL WHERE POSITIVE CONNECTION TO THE PLANS
ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES, PRIMARY BUILDING CANNOT BE VERIFIED DURING
R303.1 HABITABLE ROOMS HABITABLE ROOMS SHALL LANDING OF THE STAIRWAY SHALL PROJECT AT LEAST 3 INCHES FROM THE WALL INSPECTION,DECKS SHALL BE SELF-SUPPORTING FOR NOTES & NOTES
HAVE AN AGGREGATE GLAZING AREA OF AT LEASTAND SHALL BE SPACED NOT MORE THAN 18 INCHES DECKS WITH CANTILEVERED FRAMING MEMBERS 1 NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6"O C AT THE PANEL EDGE IF WALL
8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS CONNECTIONS TO EXTERIOR WALLS OR OTHER SHEATHING IS NAILED 3 OC AT THE PANEL EDGE TO OBTAIN HIGHER SMEAR CAPACITIES NAILING JOB NUMBER
ON CENTER VERTICALLY FOR THE FULL HEIGHT OF REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS SUCH AS SHEAR
NATURAL VENTILATION SHALL BE THROUGH WINDOWS, R311.7 2 HEADROOM THE MINIMUM HEADROOM IN THE WINDOW WELL FRAMING MEMBERS SHALL BE DESIGNED AND PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH
SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED STAIRWAYS SHALL NOT BE LESS THAN 6 FEET 8 INCHES CONSTRUCTED TO RESIST UPLIFT RESULTING FROM 2017-57
OPENINGS TO THE OUTDOOR AIR SUCH OPENINGS MEASURED VERTICALLY FROM THE SLOPED PLANE THE FULL LIVE LOAD SPECIFIED IN TABLE R-301.5 SHALL BE PERMITTED TO BE REEDUCEDDUCED2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS
TO I-I6d NAIL PER FOOT
SHALL BE PROVIDED WITH READY ACCESS OR SHALL ADJOINING THE TREAD NOSING OR FROM THE FLOOR R311.7 8 HANDRAILS.HANDRAILS SHALL BE PROVIDED ACTING ON THE CANTILEVERED PORTION OF THE DECK 3 CORROSION RESISTANT 11 GAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED ACCORDING TO NYS
OTHERWISE BE READILY CONTROLLABLE BY THE SURFACE OF THE LANDING OR PLATFORM ON THAT ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN AND INTERNATIONAL BUILDING CODE SHEET NUMBER
BUILDING OCCUPANTS THE OPENABLE AREA TO THE PORTION OF THE STAIRWAY. OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS
OUTDOORS SHALL BE AT LEAST 4 PERCENT OF THE 4 ALSO SEE BRACED WALL/SHEAR WALL DETAILS AS INDICATED ON THE PLANS,WHERE REQUIRED 2 O F 6
FLOOR AREA BEING VENTILATED
44-r vL
24'-2" 4-0 16'-0' R405 2 2 VAPOR RETARDER R9051 210E BARRIERS.IN AREAS WHERE THERE HAS
24'-2 4'-0" 10-o" 2'-0 4-0' A 6-MIL-THICK(0 15 MM)POLYETHYLENE VAPOR BEEN A HISTORY OF ICE FORMING ALONG THE EAVES
A-A RETARDER SHALL BE APPLIED OVER THE POROUS CAUSING A BACK-UP OF WATER AS DESIGNATED IN
T of LAYER WITH THE BASEMENT FLOOR CONSTRUCTED TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED �•'
FOR ASPHALT SHINGLES,METAL ROOF SHINGLES, ARCHITECTURE OVER THE POLYETHYLENE .� K
MINERAL-SURFACED ROLL ROOFING,SLATE AND SLATE - CONSULTING
TYPE-SHINGLES,WOOD SHINGLES AND WOOD SHAKES '
THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN VINCENT LUCARELLI A I A
o fl406.1 CONCRETE AND MASONRY FOUNDATION
ON
DAMPPROOFING EXCEPT WHERE REQUIRED BY 8406 2 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, -9 ICIRKLAND DRIVE
TO BE WATERPROOFED,FOUNDATION WALLS THAT OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN GREENLAWN;N Y 11740
RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- 631-567-1307
FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM LAYMENT AND EXTEND FROM THE LOWEST EDGES OF
THE TOP OF THE FOOTING TO THE FINISHED GRADE ALL ROOF SURFACES TO A POINT NOT LESS THAN 24
NEW 36" 16-0" 4 0' MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH INCHES,INSIDE THE EXTERIOR WALL LINE OF
HIGH RAILING PROPOSED DECK PORTLAND CEMENT PARGING APPLIED TO THE THE BUILDING
AS PER OWNER - r p
EXTERIOR OF THE WALL THE PARGING SHALL BE �•
� � m
DAMPPROOFED WITH A BITUMINOUS COATING,3 R1003 9 TERMINATION CHIMNEYS SHALL EXTEND AT gyp.
POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED LEAST 2 FEET HIGHER THAN ANY PORTION OF A FP
LINE OF EXISTING DECK CEMENT,1/8-INCH COAT OF SURFACE-BONDING BUILDING WITHIN 10 FEET,BUT SHALL NOT BE LESS •C�\
o --- To BE REMOVED MORTAR COMPLYING WITH ASTM C 887 OR ANY THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE O�p� 631-567-1307
MATERIAL PERMITTED FOR WATERPROOFING IN R406.2 CHIMNEY PASSES THROUGH THE ROOF -�
6'-0" 7-7 13'-0' 7'-7 6-a" CONCRETE WALLS SHALL BE DAMP-PROOFED BY 1165 BROADWAY AVE
APPLYING ANY ONE OF THE ABOVE LISTED DAMP- HOLBROOK,NY 11741
PROOFING MATERIALS OR ANY ONE OF THE WATER- N7103.6(8403.6)MECHANICAL VENTILATION
------ --------- --- - --- < PROOFING MATERIALS LISTED IN R406.2 TO THE (MANDATORY).THE BUILDING SHALL BE PROVIDED WITH TTRIFARO@DTTDESIGNS COM
6068 S D 6060 S W 6060 S W 606 S D I EXTERIOR OF THE WALL VENTILATION THAT MEETS THE REQUIREMENTS OF
SECTION M1507 OF THIS CODE OR THE INTERNATIONAL REVISION
CABINET NEW 0 CLEARANCE PRE-FAB FIREPLACE I MECHANICAL CODE,AS APPLICABLE.
I PROVIDE 16'NON-COMBUSTIBLE HEARTH TO s'-o" 3'-6" 2'-0" R4081 VENTILATION THE UNDER-FLOOR SPACE w
MEET NY S CODE (INSTALLATION MANUAL .j BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE
BASEBINEFOR THE FIREPLACE TO BE ON SITE FOR EARTH UNDER N1104 1 LIGHTING EQUIPMENT(MA
ANNDATORY).NOT LESS
CAT , R Y BUILDING(EXCEPT SPACE THAN 75 PERCENTOF THE LAMPS IN PERMANENTLY
I THE BUILDING INSPECTOR) I
- FILL-IN -------- I OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION INSTALLED LIGHTING FIXTURES SHALL BE HIGH-
EXISTING I HALFI - o OPENINGS THROUGH FOUNDATION WALLS OR EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF
DOOR I ® WALL i i I EXTERIOR WALLS THE MINIMUM NET AREA OF
NRaa�c L[ M I �^ I VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE THE PERMANENTLY INSTALLED LIGHTING FIXTURES
I SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS Q'
FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR
CATHEDRALCEILING I d -1I°B SPACE AREA ONE SUCH VENTILATING OPENING SHALL ~'
DN ® DW N1008.1.2(R502.1.2)EXISTING PLUS ADDITION a
BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING �
KITCHEN ___ COMPLIANCE(SIMULATED PERFORMANCE O
CATHEDRAL CEILING _ ALTERNATIVE).WHERE NONCONDITIONED SPACE IS w
zlo I WALL i0 R408 4 ACCESS.ACCESS SHALL BE PROVIDED TO ALL CHANGED TO CONDITIONED SPACE,THE ADDITION
BE REMOVED ®®® UNDER-FLOOR SPACES ACCESS OPENINGS THROUGH SHALL COMPLY WITH THE ANNUAL ENERGY COST OR
REF ®® THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY ENERGY USE OF THE ADDITION AND THE EXISTING
24 INCHES OPENINGS THROUGH A PERIMETER WALL BUILDING,AND ANY ALTERATIONS THAT ARE PART OF
66 SHALL BE AT LEAST 16 INCHES BY 24 INCHES THE PROJECT,IS LESS THAN OR EQUAL TO THE O
5'-0" 5'-0' 3'-2' ANNUAL ENERGY COST OF THE EXISTING BUILDING Z
SEE M7305.1.4 FOR ACCESS REQUIREMENTS WHERE
CIl SET W I m CLO MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS WHEN MODELED IN ACCORDANCE WITH SECTION N1105.
_--J� HAL PANTRY -I �o obb THE ADDITION AND ANY ALTERATIONS THAT ARE PART DATE
WALL TO , F (36^w �I I OF THE PROJECT SHALL COMPLY WITH SECTION N1105 9/18/2017
FILL-IN I BE REMOVED -J I \ I R702.7 VAPOR RETARDERS.CLASS I OR II VAPOR IN ITS ENTIRETY
i EXISTING ov -- / RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF SCALE
WINDOW } \ I `a ED R OM t I FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4
MA TER I 666 I ADDITIONS,
ADDITIONS,ALTERATIONS OR REPAIRS AS NOTED
TABLE 1 07-a I ADDITIONS,ALTERATIONS,RENOVATIONS OR REPAIRS
TYPICAL AT LAYOVERS: I SUITE - I __ ExtlquST AN i��- I TO A MECHANICAL SYSTEM SHALL CONFORM TO THE DRAWN BY -
•NAILING PAD WIDTH SHALLos�I c F \OSP I 87209.2 ATTIC ACCESS. REQUIREMENTS FOR ANEW MECHANICAL SYSTEM S D
ACCOMODATE RAFTER CUT I T__2 VENT TO %TERIOR-PROVIDE GALVANIZED FRAMING I I I B I AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES WITHOUT REQUIRING THE EXISTING MECHANICAL
CONNECTIONS AT NAILER I BAT B�yTH } a I SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A SYSTEM TO COMPLY WITH ALL OF THE REQUIREMENTS CHECKED BY
TO RAFTERS V CLEAR HEIGHT OF OVER 30 INCHES CLEAR HEADROOM OF THIS CODE ADDITIONS,ALTERATIONS OR REPAIRS
•REMOVE ASPHALT ROOFING xl
MATERIAL IN AREA OF LAYOVER I I 14'-2" - 06 �: I I E I OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE SHALL NOT CAUSE AN EXISTING MECHANICAL SYSTEM V L
•MAINTAIN VENTILATION I I NEW XB ROOF NEW 2 8' OOF 2 x R R 2 xa R R ATTIC SPACE AT OR ABOVE THE ACCESS OPENING TO BECOME UNSAFE,HAZARDOUS OR OVERLOADED PROJECT NAME
I RAFTER ® 16"o c RAFTERS t 6 OC ® 7 "OC ® t 6 GO I MINOR ADDITIONS,ALTERATIONS OR REPAIRS TO
• EXISTING MECHANICAL SYSTEMS SHALL MEET THE rT�
L_ 12fi T2s - S R1203.2 VENTILATION REQUIRED. PROVISIONS FOR NEW CONSTRUCTION,UNLESS SUCH Fr-7 Z
126------ - - ---- --- 12fi
PORCH
OOC
ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES WORK IS DONE IN THE SAME MANNER AND U I_4
BELOW zELow A_A FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO ARRANGEMENT AS WAS IN THE EXISTING SYSTEM,IS `z
°F THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE NOT HAZARDOUS,AND IS APPROVED �I C z
7'-6" t O'-o" 4-to t t'-z" 6'-e" CROSS VENTILATION FOR EACH SEPARATE SPACE BY F+I r�� �1
40'-2" 4'-0" VENTILATING OPENINGS PROTECTED AGAINST THE M1305.1.3 APPLIANCES IN ATTICS ATTICS CONTAINING
44 2" ENTRANCE OF RAIN OR SNOW VENTILATING OPENINGS APPLIANCES SHALL BE PROVIDED WITH AN OPENING
SHALL BE PROVIDED WITH CORROSION-RESISTANT AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY a Z
SECOND FLOOR PLAN ON AL�USEICONNECTION6 ST HANGERS
1/4"= 1'-O" WIRE MESH,WITH 1/8 INCH MINIMUM TO 1/4 INCH LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST U z
MAXIMUM OPENINGS APPLIANCE,BUT NOT LESS THAN 30 INCHES HIGH AND �1 --.q (� x
(EXISTING= 1,125 SQ_FT) (DECK=5 1 5 SQ.FT) 22 INCHES WIDE AND NOT MORE THAN 20 FEET LONG CG
MEASURED ALONG THE CENTERLINE OF THE PASSAGE-
APPENDIX J EXISTING BUILDINGS AND STRUCTURES WAY FROM THE OPENING TO THE APPLIANCE THE
APPENDIX J CONTAINS THE PROVISIONS FOR THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID a O O H7 W
REPAIR,RENOVATION,ALTERATION AND FLOORING NOT LESS THAN 24 INCHES WIDE A LEVEL
RECONSTRUCTION OF EXISTING BUILDINGS ANDC/) Q
STRUCTURES THAT ARE WITHIN THE SCOPE OF THIS SERVICE SPACE NOT LESS THAN 30 INCHES DEEP U
RAFTERS AS AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL U 48
PER PLANS CODE TO ACCOMPLISH THIS OBJECTIVE AND TO MAKE SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED F"R Q 2
THE REHABILITATION PROCESS MORE AVAILABLE, THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE f....t 100
ASPHALT ROOFING THIS APPENDIX ALLOWS FOR A CONTROLLED NOT LESS THAN 20 INCHES BY 30 INCHES,AND LARGE M
a°o 2"x4" DECORATIVE DEPARTURE FROM FULL CODE COMPLIANCE WITHOUT ENOUGH TO ALLOW REMOVAL OF THE LARGEST '•--1
OVER 30# FELT ON
0
1/2- COX PLYWOOD HANDRAIL COMPROMISING MINIMUM LIFE SAFETY,FIRE SAFETY, APPLIANCE
STRUCTURAL AND ENVIRONMENTAL FEATURES OF THE _
2"x2" SPINDLE REHABILITATED EXISTING BUILDING OR STRUCTURE SEAL
2"X6" FASCIA 2"X6" CLG z M1305.1.4 APPLIANCES UNDER FLOORS.UNDER-FLOOR
BOARD JOISTS 07 6" 0 C 4"x4" POST SEE SECTION AJ501 ALTERATIONS. SPACES CONTAINING APPLIANCES SHALL BE PROVIDED
WITH AN UNOBSTRUCTED PASSAGEWAY LARGE
SIMPSON H-8 HURRICANE ENOUGH TO REMOVE THE LARGEST APPLIANCE,BUT
SOFFIT VENT SIMPSON H-8 HURRICANE CO TIE 0 16" 0 C JOISTS AJ601.4 CEILING HEIGHT. NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE,
(TYPICAL) TIE 1 6" 0 C HEADER M TO HEADER HABITABLE SPACES CREATED IN EXISTING BASEMENTS NOR MORE THAN 20 FEET LONG MEASURED ALONG THE
TO ROOF RAFTER SHALL HAVE CEILING HEIGHTS OF AT LEAST 6 FEET, CENTERLINE OF THE PASSAGEWAY FROM THE OPENING
SIMPSON H8 (2)-2"X8" HEADER I 8 INCHES,(EXCEPTION 6 FEET,4 INCHES AT TO THE APPLIANCE A LEVEL SERVICE SPACE AT LEAST
6"X6" A C 0 (2)-2"X1 O" GIRDER I
® OBSTRUCTIONS)FROM THE BASEMENT FLOOR 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE
PROVIDE POST POST 5/8"0 THROUGH-BOLTED = EXISTING FINISHED CEILING HEIGHTS IN NON-HABITABLE PRESENT ATTHE FRONT OR SERVICE SIDE OF
CAP SIMPSON - 2"X8" DECK JOISTS SPACES IN BASEMENTS SHALL NOT BE REDUCED THE APPLIANCE
� AC6 STYLE PAVERS SIMPSON CBSQ66- O 16'• OC M1502.1 GENERAL.CLOTHES DRYERS SHALL BE SHEET TITLE
°® 4" POURED POST BASE R502.2
8502.2 2 BLOCKING AND SUBFLOORING.BLOCKING EXHAUSTED N ACCORDANCE WITH MANUFACTURER'S
SIMPSON CBSQ66- CONCRETE SLAB SHALL BE A MINIMUM OF UTILITY GRADE LUMBER INSTRUCTIONS PLANS
SDS2 GALVANIZED ON 4' WELL 7"MINIMUM SUBFLOORING SHALL BE A MINIMUM OF UTILITY GRADE q NOTES
® POST BASE TAMPE POROUS FILL POU X 3 O DEEP z EMBEDMENT LUMBER OR NO 4 COMMON GRADE BOARDS M1502.21NDEPENDENT EXHAUST SYSTEMS. OC C
POURED CONCRETE
PIER (TYPICAL) DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT JOB NUMBER
OF ALL OTHER SYSTEMS AND SHALL CONVEY THE
8502.1.2 END-JOINTED LUMBER. MOISTURE TO THE OUTDOORS
CO APPROVED END-JOINTED LUMBER IDENTIFIED BY A
SI2017-57
MPSON AC6 12"X 12"X36" DEEP EMBEDMENT GRADE MARK CONFORMING TO R501.1 MAY BE USED
POURED INTERCHANGEABLY WITH SOLID-SAWN MEMBERS M7601 DRYER VENTS,HOSE BIBS,AND PIPES OR DUCTS
. •-
CONCRETE FOOTING OF THE SAME SPECIES AND GRADE THAT PENETRATE AN EXTERIOR SURFACE MUST BE SHEET NUMBER
SIMPSON PORCH DETAIL B N-T-S- DECK DETAIL N-T-S- SEALED TO ALLOW NO AIR TO INFILTRATE THE PROJECT
C13SQ66-SDS2 3 OF 6
m
>1 61'-10"
17-8" 40'-2 ti
4•-0 4 VENT 1 - •y+
4 4' OF II
17-8" 11'_2•• 6'-0 _ 7'-0 4-0' 9 3'-4' 4 ROOF '
6X6 A C 0 POST ON /
SIM r4
CBS 66-SOS2 /
GALVANIZED OST BASE / I - �_
ON 12 0X36 DEE POURED / I `� nRCHtiECTURE
CONCRETE PIER (TYPICAL) / ® ® r — >— T I - ` CGNSULTMG I
-___1 1 1/1 I r 111/: �I�/r �r ,�1/z• I VINCENT LUCARELLI E
12"RETAIMNG i .1 ''/z 9 KNLAWN,-DRIVE
WALL I 1----1 �IL. CT N�TES I I x GREENLA567-13 7 11740
51`+°11 631-567-1307
M 015« `~
WSHR
r �__ry — ____--_®___—___® _____ ® ® SECOND
R311 7.8 HANDRAILS SHALL BE 9«WLx :H°wE« FLOOR
LINE or 6 X6' ACO I PROVIDED ON AT LEAST ONE SIDE T
DECK ABOVE ----I OF EACH ° T �c'
CONTINUOUS RUN OF
POST(TYPICAL) ' �`� ��
•; TREADS OR FLIGHT WITH FOUR
s'-o' I I—� ® OR MORE RISERS
-� 8'x36"DEEP I I _ �/
POURED CONCRETE - I I I •; R312.1-3 bUARD OPENING LIMITATIONSTT —
REQUIRED
_ O�oe� 631-567-1307
I REQUIRED GUARDS ON OPEN SIDES OF T T T 0y 1165 BROADWAY AVE
7_8" 21x8"LEDGER BOARD WITH L---® -- M STAIRWAYS, RAISED FLOOR AREAS, '/1 111/2 12 11/2- 111/1- HOLBROOK,NY 11741
VENTRao91 UNEXCAVATED LAG BOLTS (®A�OGEROED) I BALCONIES AND PORCHES SHALL HAVE
I I TTRIFARO@DTTDESIGNS COM
INTERMEDIATE RAILS OR ORNAMENTAL t
SMART VENT — 4 CLOSURES THAT DO NOT ALLOW REVISION
lsao-slo-ss 3-a" PASSAGE OF A SPHERE 4 INCHES SHOWER SHOWER FIRST FLOOR
DUAL FUNCTION 1i 0 3'-8" OR MORE IN DIAMETER.
16 X8 SECURE NEW WALL TO
Uo EXISTING WITH qa BARs R312.1.3 THE TRIANGULAR OPENINGS ° Lv
® 12"0 C DRILL 6' TO PROPOSED t7
oMINIMUM EMBEDMENT _ _— _ FORMED BY THE RISER, TREAD AND STORM WATER DRAIN
4® AND GROUT SOLID i ------ -- BOTTOM RAIL OF A GUARD AT THE OPEN CO 3"FAI O
x� SIDE OF A STAIRWAY ARE PERMITTED TO co TOO APPROVED
2'W"KNEE WALL Z O
�o BE OF SUCH A SIZE THAT A SPHERE 6 HOUSE TRAP SYSTEM O C3
EXISTING INCHES CANNOT PASS THROUGH a F- LL
CRAWL SPACE UNEXCAVATED PL,UMBnVG DT O Q-P_A M a o
(R-22) BATT INSULATION L) Tn
4"POURED CONCRETE - co p
r r-� r-� o W W
SLAB ON GRADE REINFORCED I p !n
EXISTING GIRDEt _EXISTING GIRDEE__jXISTING GIRDCLR—JXISTIN GIRDER WITH 6X6 //10/10 W W M j x
ON 4 WELL TAMPED SHEATHING �
6'-2" 6'-2" 6'-2" 6' 2" POROUS FILL RIDGE VENT TW OR RAFTER STRAPS-SIMPSON
24'-8' 13'-6" SIDING AS PER OWNER LSTA-24 PER RR
v FLASHING FOR WATER TIGHTNESSROOF SHINGLES AS PER OWNER O
O RIDGE(REFER OR R 30 1 FELT PAPER OVER Z
p "DECKING TO PLANS) �I/2'[Dx PLYWOOD SHEAMINC
O
1 ROOF RAFTERS(REFER TO PLANS) 'p, PROWDE SIMPSON DATE
m APPROVED JOIST HANGERS TO FACE IS 10-100.1-1/2"NAILS
N 2 9/18/2017
SECURE NEW WALL TO MINIMUM{ 2X LEDGER WITH FASTENERS TO MIST Is 7-1DHa1-1-I NAILS
No \ IN ACCORDANCE WITH TABLE 85072 D;/sP=2295 SPF/HF=1930 SCALE
SMART VENT EXISTING WITH #4 BARS
1540-510-SS ® 12"0 C DRILL 6" PRONDE t'MINIMUM
DUAL FUNCTION, MINIMUM EMBEDMENT FLOOR HOLD-DOWN DEVICE MIN 750 LB CAPACITY 1 0 /2' �/2" CLEARANCE BETWEEN AS NOTED
16"%8' AND GROUT SOLID JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED pP INSULATION AND ROOF -
ALONG DECK AND ONE WITHIN 24"OF EACH ATTIC SPACE SHEATHING AS PER DRAWN BY
END OF THE LEDGER HOLD-DOWN DEVICES Ni BACK PLYW000 t/2 CODE 88063 }
SHALL FULLY ENGAGE DECK JOIST PER MIN TO ALLOW FOR NR S D ,
HOLD-DOWN MANUFACTURER FLOW
VENT As CHECKED BY
PER 8408-1 NOTE ROOF VENT SHALL BE'RIDGE FlLIER NO1E RIDGE STRAP NOT ED WI WHEN
A FULLY THREADED J'DIAMETER LAG SHINGLE VENT'AS MANUFACTURED BY 2'x6'COLLAR TIE IS LOCATED WITHIN V L
WIN
USE JOIST HANGERS 8"x36 DEEPA-A I SCREW PREDRILLED W/MIN 3' PENETRATION NR VENT INC'(A CERTAIN IEED CO1-OR THE UPPER 1/3 OF THE ATIIC SPACE
ON ALL CONNECTIONS POURED CONCRETE------ °F TO CENTER OF TOP PLATE, STUDS,OR HEADER APPROVED EpUAL INSTALL IN ACCORDANCE ANO ATTACHED TO THE RR AT 16'OC
CHEEK WALL CO OR OUMATCHRNEW ROOFES CSHINCdES (REFER 10 TABLE 34)AS PER THE PROJECT NAME
® ® LEDGER DETAIL Iv.-r.s- 2016 WFCM
za'-a NOTE THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS RIDGE VENT / U Z
40'-2 7-o z'-1D" STRAPPING DETAIL W.T S. F-� z
FOUNDATION PLAN
1/4••= T•-o•' o
QWQ ,� Qo
CONTINUOUS RIDGE 2"%8"COLLAR TIE ~ 7
VENT(TYPICAL) AT EVERY RAFTER O � o F�
CONTINUOUS RIDGE RAFTERS AS RIDGE BEAM (UPPER 1/318 OF ATTIC) H
VENT(TYPICAL) PER PLANS AS PER PLAN C)
ASPHALT ROOFING tiJ h r, ~
OVER 30# FELT ON ✓'
1/2'CDX PLYWOOD - - 1�4 O 1�
SNOW& ICE 1/2"G W B O O Z�-1
SHIELD ALL EAVES WALLS &
ASPHALT ROOFING
&VALLEYS 24"MIN CEILINGS > >
U l `J
OVER 30() FELT ON 2'X6' FASCIA 8 1/4"(R-30 C) U z
I/2"CDX PLYWOOD BOARD BATT INSULATION
2'GWB
SOFFIT VENT 1/WALLS & H"I 00
(TYPICAL) o CEILINGS
4' 3 1/2"(R15)
TTTBATT INSULATION PROPOSED NEW 36"
BEDROOM#4 KITCHEN HIGH RAILING
NEW 36" EIIIT VINYL SIDING OVER CATHEDRAL CEILING AS PER OWNER SEAL
HICH RAILINGL1 ITII ON 1/2 CDX PLY
TYVEC HOUSE WRAP
AS PER OWNER
4"X4"AC.O POST
ON 2"X 4"STUDS 3/4 T&G
11 1 1 11
n @ 16 O C (R-22) BATT PLYWOOD
INSULATION SUBFLOD
FILL-IN
EXISTING
WINDOWS 2-0'• 5/ 'TYPE "X'• 2"X8"A C O
2'-0'
E%ISTIN G B ON WALLS DECK JOISTS (3)-2"X10"HEADER
_ & FILINGS (3)-1 3/4 X11 7/8 EXIST NG @ 16"OC
VIN MICRO-LAM@ HEADER SEE
SIDING VINYL SIDING OVER o "LEDGER DETAIL" 6"X 6"A C 0 POST
6"X6"ACO TYVEC HOUSE WRAP I (SHEET 2 OF 6)
WOOD POST FILL-IN - SHEET TITLE
TTT
NEW
EXISTING ON 6, CDX PLY LINE OF UTILITY
DOOR _ @N 16'XO CSTUDS + GARAGE FIRST FLOOR--- —
6"X6"ACO (2)-2%6' coAEXISTING GRADE FOUNDATION
WOOD POST PLATES W/5/8"DIA = _ DI REMAIN
ANCHOR BOLTS @ _ __—_� UNDISTURBED & SECTION
___- 36"OC = ===3
___= 7' MINIMUMJOB NUMBER
EMBEDMENT +SIIMPSON CBSO66-SDS2
8' POURED CONCRETE E%ISTING 4 POURED CONCRETE SLAB GALVANIZED POST
FOUNDATION WALL ON GRADE REINFORCED WITH 6X6 BASE 2017-57
12"DIAMETER x 36"DEEP )/10/10 WWM.ON 4"WELLI ° 8"X16"POURED TAMPED POROUS FILL 2"0 X 36"DEEP
POURED CONCRETE FOOTING L_______ CONCRETE FOOTING 12"POURED CONCRETE SHEET NUMBER
n (2)-//5 BARSURED CONCRETEI CONTINUOUSEFT ELEV TION T/4' = T'-O USE JOIST HANGERS RETAINING WALL OOTING(TYPICAL)
ONALL CONNECTIONSA T/4••= I•-o•' 4 OF 6