HomeMy WebLinkAbout38132-Z SITE DATA
SCTM # 1000-1265-4
/ PROPERTY: 8860 Peconic Bay Blvd.
\\e�� / ADDRESS Laurel, NY
an
V' OWNER: James and Janet D'Addario
O / 45 Clock Tower Lane
V app Old Westbury, NY
` SITE: 25,160 sf = 0.578,ACRES
o`
ZONING: Residential 40 (R-40) �.
SURVEYOR: John C. Ehlers Z
NEW UNDERGROUND WATER LINE FROM PUBLIC 4 East Main St.
MATER MAIN AT ROAD TO RESIDENCE Riverhead, NY 11901 J
EXISTING UTILITY POLE LICENSE# 50202 W
DATED March 8, 2012
o °,r NEW GRAVEL DRIVEWAY 12' WIDE
NEW DRYINELL (DN-A) (4'x8' DIA) W/ OPEN LOCATION MAP Q
A `. '. METAL INLET GRATE FOR RAINWATER RUNOFF
FROM DRIVEWAY TYP o o
Creek /j Q
EXISTING UNDERGROUND GAS LINE - VERIFY
LOCATION AND PROTECT FROM DISTURBANCE
GO PROVIDE NEW METER AT PROPOSED RESIDENCE Laurel Links J
/ • ,jj ` ;; \\ Country Club /
Q e A ' r NEW DRYWELL (DA-C) (3'x8' DIA) FOR RAINWATER
RUNOFF FROM 6UTTER5 AT &ARA6E TYP0
EXISTING OVERHEAD UTILITY LINES
�. NEW UNDERGROUND WATER LINE FROM PUBLIC
WATER MAIN AT ROAD TO RESIDENCE
EXI5TING DRIVEWAY TO BE ALTERED moi °� Z
�;
EXISTING TREES TO REMAIN %` \ EXISTING UTILITY POLE WITH NEW i// 0
(PROTECT DURING GONSTRGTION) 1111 ; \ H-FRAME AND ELECTRIC METER
. •6 L`; NEW UNDERGROUND UTILITY LINES, ��j�Ya j W
RAYS
.. � � ,ItIVEY;lA1�V (ELECTRIC, TELEPHONE, GABLE)
NE
G' FZ 4GE, \ \ 8 EX15TINO TREE5 TO BE REMOVED IN ~
. .
MAXOCATIONS OF NEW CON5TRGTION
HEr6HT a
' � ` ' •%.
\' TEST HOLE
NEW DRYI•ELL (DN-A) (4'x8' DIA) W/ OPEN
METAL INLET ORATE FOR RAINWATER RUNOFF (,
\ \ FROM DRIVEWAY TYP TEST HOLE DATA 11 /7/ 12 ELEV. + 17.5 40
1 1/2" THK STONE PAVERS W/ MORTAR JOINTS (0
. `. ON 4" THK GONG SLAB W/ 6X6 AMTYPICAL t10
t0
3 FT. BROWN SILTY SAND SM
EXISTING DRIVEWAY ' I 'DW NEW DRYWELL (DA-B) (5'x8' DIA) FOR Q
TO BE ALTERED J .. . ®- `, RAINWATER RUNOFF FROM &UTTERS AT
8
x %\ \ RESIDENCE TYP �-
NEW FrRAVEL. NEW BASEMENT ENTRY 14.1 FT. PALE BROWN FINE SAND —
PARKING.AREA. ,±Y `% B
EXISTING TREES TO REMAIN , ' `1 I x WATER IN PALE
(PROTECT DURING GONSTRGTION) T 17 FT, BROWN FINE SAND SP
WIRE FENCE W/ 14.1 FT BELOW SURFACE -WATER
FILTER CLOTH LP 5-T ENCOUNTERED, ELEV +3.4'
' •� �� U� EXISTING HOUSE DEMOLISHED °d Z
BOUND HAYBALE %. . 1
EXISTING TREES TO BE REMOVED IN LP j % , • gti B DRAINAGE CALCULATIONS , �. s
LOCATIONS OF NEW GONSTRGTION _ PROPOSED SCREENED PORCH
FILTER CLOTH MIN. FLOW / AREA OF NEW DRIVEWAY
�\ 'PROPOSED z >a
6' BELOW GRADE y TEST HOLE EL +17.5 �. ) PROI-05M HAY BALES 4 SILT DRY A) AREA x RAINFALL x RUNOFF FACTOR w W. _ z
PROPOSED NEW SEPTIC SYSTEM R� IDENGE \
y \. \ FENCE DURING CONSTRUCTION OA-A) 9254 5F x (2/12 FT) x 0.7 = 580 U. PT. W.
�\ FOR A 4 BEDROOM RESIDENCE / % `� )\,Pr QQ \ .\\ // SEE DETAILm USE, (3) 8' DIAMETER x 4' HIGH POOL a o
) � '. . (3) BPROVIDEORM DRAIN RI REQUIRED GU. FT. Q F. " U a
1000 GAL SEPTIC TANK (ST) IT \\ /' u
- (2) V DIA x 6' H16H LEAGHIN6 POOL (LP) B \\ i 506.q GU. FT. > 380 GU. FT.
METAL WIRE FENCE W/ _ FUTURE LOCATION FOR (1) 8' DIA x V x \\ \ 6 EXISTING TREES TO REMAIN / AREA OF NEW RESIDENCE y y'
FILTER CLOTH AND METAL
/ POSTS lo' MAX SPACING HIGH LEACHING POOL (EXP) \^�l U \ \ ) '� \ (PROTECT DURING GONSTRCTIOW
DRY WELL AREA x RAINFALL x RUNOFF FACTOR
EXISTING STRUCTURE DEMOLISHED \ i / (DW-B) 2g28 SF x (2/12 FTJ x 1.0 = 488 CU. FT.
\\\ /' USE: (4) V DIAMETER x 5' HIGH POOL
' NEW DRYWELL (DN-B) (B'x8' DIA) FOR RAINWATER x81 \ \ i� NON-TURF BUFFER/oN (4) 8' X 3' STORM DRAIN RINE QUIRED C.U. FT.
"' "
RUNOFF PROM GUTTERS AT RESIDENCE TYP \` `' EXISTING BANK, RESTORED, 506PROVIDED
GU FT. > 4681CU.DFT.
ANSLE STAKE PREVIOUS BALEINro J' SHOWN HATCHED
SATE OF
PLOW LOCATION OF EXISTING SANITARY / AREA OF NEW GARAGE s NFA
SYSTEM TO BE REMOVED AND FILLED IN I EXI5TING/SAND SURFACE TO DRY WELL AREA x RAINFALL x RUNOFF FACTOR 4, �,tcop's q S,yy°0
OR 2' X 2' STAKES 1-1/2'
I y* ,t 2' REBARSTEEL PICKETS EXISTING HOUSE DEMOLISHE REMAIN (DW-C) 660 5F x (2/12 FT) x 1.0 = 110 GU. FT. m
• - 20 IN GROUND DRIVE I / USE: (I) 8' DIAMETER X 4' HIGH POOL y
FLUSH YU TOP OF BALES I6 / PROVIDED REQUIRED m� c
(1) VX B' STORM DRAIN R1146 - 126.7 GU. FT. _
" BOUND HAYBALES (ABUT TO
126.7 GU. FT. > IIO GU, FT, 1 835°'i
ADJOINING BALE TIGHTLY)
PROPOSED HAY BALES 4 SILT FENCE 'L
HALEBALE TO BE EMBEDDED INTO DURING CONSTRUCTION SEE DETAILe J OOH 41 tigFIROJECT NO:
�ILCED HORI ONTALLY BINDINGS EXISTING BULKHEAD 1206
DRAWN BY:
EXISTING TREES TOS REMAIN Os. 0° O� UT
WRAP SILT PENCE UNDER 14AYBALE
(PROTECT DURING GONSTRGTIOW 15 �t �F�O FLOOD ZONE LINE
AND DRIVE STAKE THROUGH. 1q. ok�at<` �eoc`r CHECKED BY: TS
IE 3
T HAYBALE DETAILS DAMAGED BEACH STAIRS TO BE REPLACED DATE: 6114113
(N.T.S.) _1 LINE OF HIGH WATER OBSERVED
SCALE:
1" =20'-0"
BUILDING WALL FF EL Ial.O 6^ Great P e c o n i c Bay SHEET TITLE:
GRADE LINE ELEVATION 11.5 FT. 5�.e
&RADE LINE ELEVATION 11.5 FT.
I' MIN. 2' MAX. [' MIN. 2' MAX. SITE PLAN
1/4 /FT. 1/8"/FT. TOP OF POOL 16.05 FT.
SEPTIC LEACHING
IE.+16.5' TANK IE. +15.18' POOL E30T OF POOL 10.05 FT.
/ SHEET NO.:
IE.+16.2 IE. +15.1' GROUND WATER ELEV 5.4 FT
II '-O" - - 8'=� 51 MIN
— SITE PLAN
SCALE: 1" = 20'-0"
SEPTIC PROFILE
(N.rs.) BIDDING & PERMITS
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOTES STRUCTURAL REVIEW BY STEVE MARESCA, PE
FOR WALL OPENING PROTECTION OF120 MPH 5-5ECOND WIND GUSTS 188-07 WEST MONTAUK HIGHWAY, HAMPTON BA-7-5, NY 110146
( MAXIMUM MEAN ROOF HEIGHT: 35) SIMPSONLSTA - 206ASE PHONE 631 728 01480
RIDGE STRAP - ALL ROOF RAFTERS
2 x S TIE • EACH RAFTER USE/OCCUPANCY
\ " VIER of STRAP. CLASSIFICATION
DESIGN CRITERIA:
SHUTTER ASSEMBLYSHIELDSINGLE FAMILY RESIDENTIAL
I
I \ 'RErw'Rtb 2a FROM EDGE DES16N IN ACCORDANCE WITH AMERICAN
FOR FOREST PRODUCTS WOOD FRAME �
FOR PANEL )PANS: O < 4'0 WIDE SPAN 1 \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE Z
29/32" (F A APA OPENINGS 4 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRESCRIPTIVE METHOD
(OVERLAP AROUND OPENING) 4") I � � ' i ALTERNATE POSITION OF I N J
MMPSON H CLIP USE 55'-0" MAXIMUM GROUND SNOW LOAD - 48 PSF. �J
ASSEMBLY: I,- I HMICN HS
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ •I I FIRST LEVEL - 40 PSF. L.L.
#10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSF. L.L.
woov scREw ® 1b" O.G. 51MF5ON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ..1
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I • CLIP NAILED. FROM ' FIRE AREA WIND SPEED - 120 MPH J
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( NV WASHERS) I I RAFTER TO 5TUD. -
MACHINE BOLT ® I2" o.c. TYPICAL ALL R4,FTERS SEISMIC DESIGN CATEGORY - B
' I 5 - Sd NAILS EACH END RESIDENCE: X
\ I WEATHERING - SEVERE IL
APA RATED PLYWOOD To
• \ 1 • EXTEND TO TOP OF TOP PROVIDE Ed COMMON FR05T LINE DEPTH - 36" ;
PLATE. NAILS • 4" O.G. AT
II I°RR E0612 Or ALL TERMITE - MODERATE TO HEAVYSHEATW
TYPE OF CONSTRUCTION DECAY - 5L16HT J
d
\ CONVENTIONAL L16HT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES O
I i CONSTRUCTION m
ULTIPLE SECTION ASSEMBLY: a
1/4" THICK BOLTS ® 2' OG m
II I . GENERAL NOTES
I .
I I I I I 1 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE 0
I I I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.PLYHOOD V
ro LAPBOXCONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN W
BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY d
1 I I I I sIMPSON M5T2T MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE.
I I I 1 I I I I I/2" AIDE - 20 SASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Q
METAL STRAP 545' OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. W
SHUTTER ASSEMBLY I I I I I 2x6 DOUBLE Tol- 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
sIs" oc.
DESIGNED AND SPECIFIED BY OTHERS.
PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
0
N.T.S. 1 I I 1 I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
FOR PANEL SPANS:4' OR WIDER SPAN 1 �'- 1 I - S. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FA5TENERS TO BE ASTM
I � I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
A-325 BOLTS, 3/4" DIAMETER. 00
23/32" APA 5PAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I 1 I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 40
(OVERLAP AROUND OPENINGS 4") I I I I VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
2x4 STRONG-BACKS a 24" OG I 1 WRAP + NAIL STRAP AND OWNER.
11 y AAA�a BILL
ePL TE 4 - Ed NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THI5
ASSEMBLY: I I FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BACKFILL AGAINST FOUNDATION WALLS
511/2"Y410H 20 GAGE LE55 BEARING727 AN 5% CITY OF TINO (2) TSF AND CONTRACTOR SHALL VERIFYRHAT EB UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE.
U. PREASSEMBLE PLYWOOD FI 2x4'5: # 10x3' (w/ WASHERS) c5 L, OR I 1 METAL STRAP •45' oG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLESS STEEL WOOD SCREW ® 12" O.G.
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ Ix' NAIL SHEATHING TO SILL PLATE CONCRETE 5LAB5 TO BE COMPACTED TO 015% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
#10x3" (A/ WASHERS) GALVANIZED OR STAINLESS 57EEL 8d NAILS a 4" Oz. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA.
NQ
21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
WOOD SCREW a 16" O.G. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE W Q ,
ALTERNATIVE FASTENER FOR SHUTTER 10 BUILDING: 2 - M5 R®AR 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY
SUPPORTED BY DOUBLE UPRIGHTS, 01.0 FT AND OVER
MA#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( Al WASHERS) ',Gq TREATED. NEW YORK STATE BUILDING CODE. owl
MACHINE BOLT ® 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
SEE FOUNDATION DRG. e° MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. Iy.0 -
FOR aE516N. W/ OC. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO w -I .I->.
wz
WINDOWS - GLAZED OPENING 8 PEOVNETRATION5�5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT L w
NOW REOUIRES THAT ALL SLEEPING ROOMS IN THE :3 w .� w
PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. 'I. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 QH�e
IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w • rGov
m
A5TM E Iggb AND OF ASTM 1886. AND DECKS ETC.. o v
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 25. THE NY5 CODES ALSO APPLY TO ACCESSORY Q • U-�,
IN LIEU OF THE ABOVE MENTIONED WINDOWS.
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. w w . v
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED T CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
PANELS UTO BE MAINTAINED ONTSITHEADER + SILL PLATE. SHALL COMPLY W/NY550 CHAPTER #2304.9.6 FOR THE INSPECTION OR SUPERVISION OF
LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
y,�PtE OF New
I's C.81 df,
�1
NAILING SCHEDULE FRAMING NOTES * N
>4
TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" P� °183so-+
4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.e. EXTERIOR EDGES AND 6 d a 12" o.c. a Ste'
o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZES BETTER INTERMEDIATE.
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO:
N MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1208
RAFTER/TOP TOI PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT.
a cIo ° CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) S. ALL SUBFLOORIN6 TO BE APA RATED STURD-I-FLOOR,
DRAWN BY:
CEILING J0I5T/PARALLEL RAFTER 7-I6d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
CEILING JOIST LAPS OVER PARTITION 7-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
GABLE ROOFS 6LOCKIN6/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS
e C� RIM BOARD/RAFTER 2-I6d (END NAILED) 4. ALL
LHI DOUBLE RS W-O" AND T5, q OR SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE:
TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) V41CONNECTIONS. 6/14/13
° TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
a MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING.
H STUD/STUD 2-I6d (FACE NAILED) 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITM!
Io° o k45° BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED) 0 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
a J015T/SILL, TOP PLATE or GIRDER 4-8CIRCULATION IN ROOFS.
d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB
BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skyllghts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL
BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWING). BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
GABLE ROOFS,45BLOCKING/51LL orTOP PLATE 5-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
° o Io° o �4s° 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES Sc
to < o �5o LEDGER STRIP/BEAM 3-Ibd (PAGE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
11 m
JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS
AT HIGH PRESSURE
SSURE ZONE - 6" O.C.
PROVIDE COMMON NAILS e D.c. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA.
109 0 "500 PLYWOOD ROOF DEGKIN6 8d ®4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL.
STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS o 12" O.G.. SHEET NO;
PROVIDE ed NAILS m 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, 98" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
PORTIONS OF PANELS IN HIGH Pl;�E55URE ZONES. PLYWOOD 5UBFLOOR DECKING 8d 06" O.G. EDGES, 012" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO
NOTE , a - 4 FT. IN ALL GASES , SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER. 2
Brc%
8 8
b"
I
48'-b"
0" Z
LINE OF ZONING SETBACK ABOVE. IT'-`'�2" Ti
VERIFY PRIOR TO EXCAVATION J
4" Luall -7pi /
24" DIAMETER x 56" DEEP GONG. SONOTUBE
ON UNDISTURBED BASE, PROVIDE &ALV.
P057 57IRRUP FOR bx(o P05T ABOVE
w/GAST IN PLACE ANCHOR, TYP.
I Q
_ I 10" THK. REINFORCED CNC. a!
FOUNDATION WALL W/D PPROOFIN&
—— __ I ON EXTERIOR SURFACE
-?•' (2)2x10 PLU5H GIRED ER
— I . O
LINE OF PORCH DECKING AVOVE I IK \ / (2)2x10 FWSH GIRDER - I " _ _ -- -------------- __ ---
2x5®16" TR. WD. JOISTS l I r
I I IV \ � � I � .. o _ ____________ �;; j GIRDER
=N 7a � I_ _____ � e ( I Iy Q
mi ILL \`Gi I F i _______ ______________________________ _ I J' (B)gl'z" L L____ I it l'• i �1 - V
N \ 1 x I 1
STEEL COLUMN ABOVE
(5)2x10 TR. WD. GIROEf� _ _________________________m -____---- I _ --------------------
N
__ __ J POST ABOVE '_ I WF NI
N a 1
.1
" -- ---- I k I �� Lu
I v ^"•w, .. ;' }; � . �. -! -;'�' .rl +._'FF._ J---� 1 LINE OF SECOND FLOO __ ___ _ 1 ____� ________ _____________ i 312x8 TR. WD._ d
____ ___________ _ ------------------
BEARING
R K1 STL. COL.
___ _ STEEL COLUMN E BASE____________m r- i -, rp
I BEARING WALL ABOVE 1
I
1 LL
'4 PLATE ABOVE SEE DETAIL 1 I I m I 1 I
= 514" INSIDE DIAMETER STL. COL. ON
- �- -� 24"x24"xl8" GONG, FOOTING REINF. L.K. , , r 0
rv/(9)>25 BAR, EACH WAY (TYPJ IO:. i ,,, 1 co
'E (5)2x10 TR. WD, GIRDER '
14'-,}�2 12 L-----,f-6y2 00
I
I IIYa 1/560 ®16"FLOOR JOISTS II'/e" TJI/H6 e16" F.J. I I 1
co
— - ztx
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m TZ 1 CONTINUOUS � I "; 57276 TR WD
---
BASEMENT ^amu- --, r•k 1RDER in
UNFINISHED PAGE 1 111 I
5TL. COL. I 1 1 rt
O - I I i - - - L_ - ~_ (3TflTTe"EmVi _ I 1 5 Ih „ L� _*1L IJ1 JI/360 ®16" F.J. I •�,1'' ' __ ____
I 1 I I I
II I _ _IIS R, —� "Yj
® .qC 110" DIY TJI/360 ®Ib" I T'-0�2 I uG Z•
BASE NT O ONUNFIN15HEm SPACE _ , _ _ - - - - _ -14 ` 1 8TRTD- THK. GONG. SLAB, REINFORCED R �------- � �+
(9)2x10 TR. WD. GIRDER ��I� I
-- I - m w/bxb, #10/#10 W.W.M. PROVIDE K 1 L_ _J L_ J 1 I 8 J �' < O
In SAW GUT GON'PROL JOINTS q IYe TJl960 ®16" FLOOR JOISTS I q I
POST ABOVE dl Ir -all ___ I .f, i 1 W J
x LLLL = as
(9111'/e" LVL tel] ' I m LV W• L��+
I is ':�'1`
1 I '.1 L-' II/e TJI/560 ®16' FLOOR 015T5 1 -S' r0 , STL COL I„ I'________________1 ., 5 ' ". __ ____ Q F•• U g
3 I ,
W I I __ ----------- -- - In 1 m
---- ---------- ------------- — --- — -- _ _ _ _ ___ ,•_ m M M•
IN I F .' J---= I - ONTINUOUS _____________ O -F ___________ I-------------f i ;: -,. J._',;! 2x8 TR. WD. '>.r •.7+'
I �
(5)2x10 TR. WD. GIRDER I J LINE OF SEG D FLOOR L- 1 I �- -j Ih/e" TJI/560 ®I6' F.J. I r J
i j BEARING NAL� ABOVE STEEL COLUMN w/5TL. 1 1 i ,, ,' I
� I I COL. ABOVE !d
I i d m p1
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CONSTRUCTION DOCUMENTS
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CONSTRUCTION DOCUMENTS
D5PHALT ROOFING 5HINGLE5 ON 50*0 BLDG. D
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CONSTRUCTION DOCUMENTS
CUSTOM CUPOLA W/AWNING
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r1---------------------------------------------------------- rL_________-__________________________________________________-____________________J.1 . L
SOUTH ELEVATION EAST ELEVATION "
0
SCALE: 1/4" V .0" SCALE: 1/4" = 11-0" w
00
00
D
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_ n'/s a7B35p-1
cwt 3s cwl3s CWI35 PROJECT NO:
1208
RAWN BY: TCS
i
HECKED BY:
FLARE SHINGLE
--------------------------
6/14/13
i
1/4" — 1' 0'•
rL----------------------------------------------------------------------i rL--------------------------------- ----------------------------------------------- ` SHEET TITLE:
SOUTH ELEVATION GARAGE
EAST ELEVATION ELEVATIONS
SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1• -0"
SHEET NO:
10
CONSTRUCTION DOCUMENTS
B C
X X
ASPHALT SHINGLE ROOFING ON BOM BLDG.
PAPER ON %" PLYWD. DECKING ON 2x10916"
RAFTERS. PROVIDE R-50 INSULATION
I
STRUCTURAL TIMBER TRUSS CONSTRUCTED OF
6x8 EOTTOM CHORD OF TRUSS. PROVIDE
STEEL ATTACHMENTS OF TRUSS ELEMENTS
T4G PANELING ON CEILING I Z
W
I
Ids
t
Ix4 ON Ix8 VERSITEK RAKE FASCIA Q
1
ICY2, Ix8 FRIEZE W
I J
0
VINYL GLAD WINDOW UNIT
w/EXTENSION JAMBS m
ISf' ROOF OVERHANG CONTINUATION
t OF MAIN GABLE V
TOP 2nd PLATE X I X 1XI diZ
HVAC DUCT CONTINUOUS AT I \ V
ORNAMENTAL TIMBER
PERIMETER OF SECOND FLOOR
UNDER PORCH ROOF I2• FRAMING
tq• W
PROVIDE L.G.G. FLASHING t d
UNDER BILL AT ROOF/WALL
INTERSECTION (TYPJ ' STUDIO , STUD10
ROOFING SHINGLES ON "ICE 4 WATER" I •' ROOFING SHINGLES ON "ICE 4 WATER" W
BARRIER ON 2xb T46, V-GROOVE BUILT-IN WINDOW SEAT I r I BARRIER ON 7x6 T46, V-GROOVE a/
DECKING ON 9x8924" ROOF
DECKING ON OPEN
ELO ROOF RAFTERS, OPEN BELOW ''^^
RAFTERS, OPEN BELOW I V
WOOD RAILING I WOOD RAILING I co
TOP 2nd SUBFLOOR CANFOR SU FLOOR JOI T I Ix6 FA5GIAco
FOR SUPPO T OF BAY I OW IGo
y� Ix6 FRIEZE
a TOP PLATE I _
ORNA N L TIMBER FRAMING
MAIN STAIR wCf�iEADS TO Ix4 ON Ix8
OVER T 6 PAINTED PANELING MATCH FLOOR.I PROVIDE 16 FASCIA
R 9 '1.5"
I'-4• M STER ,
BE ROOM I Ito^ ed z.
TELE5G P FRENCH DO N Q• a
BUILT-UP ER w/VER5ITEK SEE S G ETAILS I ENTRY HALL
CASING
v S�iNED WOOD F I G ON °/a" T . LI\/I ROOM �• PROVIDE GYP. BD. FINISH ON I SYNTHETIC D RAILING J �• S o p
I wMANDRA O REq'D SIZE
UNDERSIDE OF STAIRS
PC) GH PLYWD. L OR ABOVE I W J•
T GD G F O O I :3 W• �7' s
x ® 2 W• E
SEE SPECS R FLOORING I Q F• � �
to N•
TOP let,SJBFLOOR _
TOP FNDN — Q
•� \• \• \• \• \ . \ , , ,\• \• \ :%k STEEL BEAM
// / //\ // / ///\///\ / / // $4s FL
SPIAGIN6) w/R 90FIL OR 1NNSULATION PLANS SEE FOR SIZE 4 I ', ;,. �/\ (2) �' BAR, COI,TINUOUS// / TE OF
7
\\\ �j\ \\ \ \ \G r}\iF�17 D \0 :�S" E\\\\ :kF.`v I ••% \ \�\. SCMP'S�q Selo
\/\I�/6�\ ' y
77(2)2x6 TR. WD. SILL w/1'ERMITE SHIELD w/YELLOINRA RAINE LING
" s . / /GOUNTE SUNK w/5%5xK1 WASHER * A'v
\jj\ \jj\jRNER\ \ 4t tf/\
; \ Am Ga
/ \\//\//\//\ //\ sY Bf�tS MENT T \ � \ /\/\/ G, EACH WAYS/ \/\/\ /\ \iz BASEMENT PROJECT NO.:
/\\\ \ \j/ \ \ 1" P \ w/36" SPLICE (T1'PJ/
\\\ /4" 1009
4" DIA. STL. COLUMN w/BASE 4 THK. POURED GONG. SLAB
PLATE ON REINF. CONG. }./ t//\/\\//RE NNF RGED w/bxb, #10/410 W.W.M. DRAWN BY: TCS/\\ w I FOOTING
15" EXPANSION SEAL CHECKED BY:
w/bx6 1% HIAIM. PROVIDE
f..} F
\/\\ CONTROL JOINTS \ \ \ \\/
/ \/\/\/' •r �\ POURED GONG. FOOTING SET ON DATE:
AIL
TOP FOOTING / // /:.:, . .. •� 1 ';. j,/ 6/14/13
.• •w.•..•.. .t. ..•1:.. S.•..•" UNDISTURBED SUB-GRADE
\.. :.\ .. .. .. \ : . .\•o-• " . , .. \ . ..\ \. .. . . \. .:\ . . \ \ v. . . \.. •,\. , :•.qY ' .'i'\ ;. . .Sy \. •i . j+p' \ j/\\' SCALE:
#5 REBAR, CONTINUOUS.
\\/\\/ SHEET TITLE:
BUILDING
BUILDING SECTION ` %\ SECTION
A SCALE: 3/8" = V -0••
SHEET NO:
11
CONSTRUCTION DOCUMENTS
A
X
I
I
z
ASPHALT SHINGLE ROOFING ON 50# BLDG.
PAPER ON %" PLYWD. DECKING ON 2x10®16" w
RAFTERS. PROVIDE R-50 INSULATION Y.
I 12 STRUCTURAL TIMBER TRUSS FABRICATED OF bxb
0
BOTTOM CHORD, 6xb KING POST, { 4x6 1i
I 9 DIAGONAL CHORDS. PROVIDE)s" THK. STEEL Q
ATTACHMENT PLATES, THRU BOLTED w/%" `
CARRIAGE BOLTS. SEE ENLARGEMENT DETAIL W
12 ! J
� 9 0
I O
ORNAMENTAL TIMBER FRAMING, BLIND
I CONNECTED THRU PANELING TO
FRAMING IN WALL. TIMBER SELECTION Q
lV BY ARCHITECT m
� 1
TOP 2nd PLATE V
LyIn CONVENTIONAL 2x6 STUD WALL FRAMING, O
2 w/'/e" EXTERIOR PLYWD. SHEATHING, 50#
BLDG PAPER ! R-19 INSULATION V
HVAC DUCT FLOATED AT PERIMETER
OF SECOND FLOOR IN SPACE OVER I p-4r W
PORCH CEILING JOISTS d
Q I PROVIDE L.G.G. FLASHING UNDER SILL
m OPERABLE ROOF WINDOW/SKYLI&HT5 I AT ROOFMALL INTERSECTION (TYP.)
wiMULTIPLE FRAMING ALL SIDES. 5EE ROOF W
PLAN FOR UNIT DESIGNATION. PROVIDE I HVAC DUCT LOCATED AT PERIMETER
WOOD FINISH ALL SIDES OF WELL F SECOND
LATED OO.FLENCLOSE
I v
CA51N6 Q
ASPHALT ROOF SHIN 'ICE 4
TOP 2nd SUBFLOOR VAATER-GROOVE DEGK2X6 $ cc
INS ON x6 024" co
y>I I WOOD RAILING _12� RAFTERS, OPEN BELOW co
Yi 4
TOP PLATEXF
ORNAMENTAL TIMBER LIVINGI F200M
HEADER 1x4 (OR GUTTER) ON Ixb FASCIA
BOARD
BUILT-UP STRUCTURAL HEADER
M 2•
CLAD IN VERISTEK FINISH, ALL w Q, a
c Q Q CUSTOM TEL INS DOORS SGR EI D J �•
%IDE INTO P FRAMED IN POH Q s
�i HALLS REMOVABLE SCREEN PANELS � & o e
r- b w/BRONZE SCREENING. SEE SPECS. UJ -j a
WOOD FINISH FLOORING ON 5/4" PLYWD. � W.
I LAN5 OR ON TJI FLOOR J 1575. SEE TR6 DECKING ON 2x10 TR. WD. alb" `fa3
PLANS FOR 512E OF STRUG RE
FRAMING, PITCH TO OUTER EDGE,y4 QLl LA F• � "U
of-O". FROVIDE 'BREADBOARD'
TOP le! SUBFLOOR r
EDGING U) M•
FLARE SHINGLES AT EDGES OF
WALLS w/o PORCHES
— TOP FNDN —
PROVIDE SYNTHETIC LATTICE ON
TR. M. FRAMING, TO GRADE
!g: \ . \ \. \. NF
\ ' `/ i\ ` TI TATE OF
/\\ �,M4 STEEL BEAM PER BASEMENT '� /(2) 05 REBAR, CONTINUOUS'/�/ �/
\ \ \/�\/\\/\\<\V\ / \/\ \/X//, \/ o,�As
PLAN SUPPORTED ON 4" DIA. I \ / \, \ \ \ \\I�/D\
/\ / STL. COLUMNS (TYPJ I ysla ' //\/ FROM EACH GORE ER BOLT,
�// \ /\�SUOPPORT 00NO. FOOTING OF PORCH ANDROOF
//\�/\�j\//\•{Y,S — I -`+.�• \ \ \
05 RE BR ®24' O/G, EACH PW', F
o \X\/ \/\� ? BASEMENTWSW
\�/\
//
/ \ \ \ 5\CE (\TYP.)
//\///\
�` \ \\ \ \ PROJECT NO.:
1009
i4" THK. POURED CONG. SLAB
{F \\ \\ \ REINFORCED w/bxb, #10/#10 W.W.M. DRAWN BY. TCS
/�\/// 4" THK. CONC. SLAB REINF. //�\//�
w/bxb, % WWM. PROVIDE 1'z EXPANSION 5EAL CONTROL JOINTS •` \ \ \ CHECKED BY:
+ ':ti.: .� / /POURED CON SUB OTbTIING ET ON DATE:ADr 6/14/73
OILTOP FOOTING \ \/ / t`.a ,tl '.te: ., 4J.'. .: �... ?7 a .• ,. . .:. . '. : .. : -..;., v'.e I ' .^}� \ \/ \/ \
\% %\% \� \% \ \% \% �% \% \% \' /\\ -� .. \ \ \ \ SCALE:
// //\�/ /1•:�'7'w!;�.yi^// // // // // // // // // // // // // // // // // // // // // //�4 / .'�• ^7. �': /\/()#5 \AR, CONTINUOUS. 3/8„ _ 7.A::
/ ` ` ` \ SHEET TITLE:
\\\/ BUILDING I LDING
BUILDING SECTION ! / \/// SECTION
B SCALE: 3/8" = 1' -0"
SHEET NO:
12
CONSTRUCTION DOCUMENTS
A
X
ASPHALT SHINGLE ROOFING ON 500 BLDG. y r
PAPER ON s/4' PLYWD. DECKING ON 2x10616" I Z
RAFTERS. PROVIDE R-50 INSULATION
J
W
STRUCTURAL TIMBER TRUSS FABRICATED OF 6x6 12
BOTTOM CHORD, (,xb KING POST, ! 4x6 I q
DIA60NAL cHORD5. FROVIDE)s' THK. STEEL
ATTACHMENT PLATE5, THRU BOLTED N/%" I II
CARRIAGE BOLTS. SEE ENLARGEMENT DETAIL
W
AL
J
V I
m
a
V
TOP 2nd PLATE y
ORNAMENTAL TIMBER FRAMING, BLIND Q
CONNECTED THRU PANELING TO y V
FRAMING IN WALL. TIMBER SELECTION
BY ARCHITECT I V-GROOVE TGG VERSITEK SOFFIT a
w/GONTINUOU5 VENTING _
DUCT CONTINUOUS AROUND PERIMETER ~
4 SECOND FLOOR. ENCLOSE IN BTUDIC OUEST W
INSULATED CHASE I
BATH VINYL GLAD WOOD WINDOW. SEE w�
PLANS G SPECS. FOR UNIT
OPERABLE ROOF NG ALL/SIDES. SEE
DESIGNATIONS V
w/MULTIPLE FRAMING ALL SIDES. SEE ROOF I
PLAN FOR UNIT DE5IGNATION. PROVIDE
WOOD FINISH ALL SIDES OF WELL
LVL/STL. PLATE FLUSH FLITCH 1
TOP 2nd SUBFLOOR pL,hTp• a pL,q WOOD RAILING co
12 co
4�
1
— TOP PLATE
SOFFIT TO MATCH DUCT
Ix4 (OR GUTTER) ON Ixb FASCIA ENCLOSURE OPPOSITE LVL/STL. PLATE FLUSH FLITCH
BOARD I PLATE. SEE PLANSCONTINUE ROOF OVERHANG ALONG
TWO STORY WALL, CONNECTING
ADJACENT OVERHANG SECTIONS
I
SHOWER M 06 Z.ER I GUEST w ¢• m
CONVENTIONAL 2x6 STUD WALL FRAMING, BATH 7 I BEDROOM
s Aft,
r-PAPER G RL 9 �^INSULATIONS, 5oG
a' I ❑ J �' 0 8
WOOD FINISH FLOORING ON -9/4" PLYWD. W J' z
SUBFLOOR ON TJI FLOOR JOISTS. SEE p
FLARE SHINGLES AT EDGES OF PLANS FOR SIZE of STRUCTURE W'
1
WALLS w/o PORCHES I ARE SHINGLES AT EDGES OF W
WALL5 w/o PORCHES
y
PROVIDE PAINTED STEEL PIPE N y•
TOP Ie! 5UBFLOOR RAILING wBALLU5TERS TO CODE
v PROVIDE 5TUC40 FINISH ON ALL
— TOP N
EXPOSED GONG. SURFACES
it': SE pF N
(2)#S CONTINUOUS REBAR/ , / ;y �• �, \ \\
_A5
\ \ \ \ \
\ \ \ \ \ \ STEEL BEAM PER BASEMENT PLAN I j' ' F cA4/cdN . ` ;y���'/''����'\''`�STAIRS TO *
.• *;�\\\ �\//yy\f6� 13AIN AT BOTTOM,
SUPPORTED ON 4" DIA. BTL. COLUMNS ITYPJ y 'v+:y �'�; \ \ \' b�'rE`D;fb, RCWELL
w/Bx5 54b" AWGWASHER COUNTERS INK\ ��'� -•��: nv
s w-
12" FROM EACH CORNER �."i• yt. / / / /
4
BASEMENT
,Y.r • /\ \ \ \\//\//\/\//\// 4 4" THICK CONCRETE SLAB REINFORCED w/ r I
lo" THK. GONG. WALL. PROVIDE #5 / ~•�'• 6x6, IOA0 W.W.M.. PROVIDE SAW GUT I ,g �'\ \ \ \\ \\ \�/ PROJECT NO.:
REBAR6 24" HORIZONTALLY G CONTROL JOINTS AT 20' INTERVALS. (TYP) X09
VERTICALLY. PROVIDE DAMP PROOFINbi\\\ \\\ \\ R? I ~`S , ! \\/ DRAWN BY:
ON EXTERIOR OF CONCRETE PER SPECS / /\ •„ a'( //\//\� TCS
\\ \\\\\\ \\\ CHECKED BY:
12" x 24" GONG. FOOTING w/(B)#S REBAR \/ �h I (; // // / r4 // // //• // /
\' DATE:
TOP FOOTING //\/////\\ \ '{ .. n w:• n. •�'� e'nr, I . •� \/%\/j\~Y. //%\/j\/j\/j\�
... H. .. .. i. 'Y. . 'Y .., ..�.. . •P .. • . . ' .ryw > : [..+.h•' ..'. nm:!.� . "��.: Fr /':: 6/14/13
///\///\/ \ ///\x //j/ \x \x \ /\//\//\//\//\//\//\//\//\\ //\//\// //\i iµ,a`r"yfx. ' /\\// . 24 �} . //\�//\\j SCALE: 3/8„ _ 1.-0..
\ \ \ \\\/\\\.�\\,�\\�\\�\\j%\\ /� /\/\\\/ \//j %/�\\/ j�x%\\�j\/jj SHEET TITLE:
// // /i ,
/ /,j///\/j�//�//\ BUILDING
C
SECTION SECTION
"
SHEET NO:
13
CONSTRUCTION DOCUMENTS
16" MIN. FOR 8'-0" HT.
18" MIN. FOR 9'-0" HT.
D'-0" TO I0'-0' 20" MIN. FOR 10'-0" HT.
( FINISHED WIDTH )
's
s
# # Sd COMMON
NAILS IN A 5" FASTEN TOP PLATE TO Z
GRID PATTERN 3' HEADER WITH TWO ROW5 J
# 3"x11-I MI EADER KING STUD 16d SINKER NAILS. 5" O/G. W
Iw �!
# JACK STUD 1,000 LB. RATED TENSION
# d MON „ # STRAPS.
'9 All 5" OIC. FOR WALL5 TALLER THAN #
0 S', SPLICE JOINTS SHOULD #
BE LOCATED WITHIN 24" # BLOCKING FOR
r # r SPLICE JOINT �
OF WALL MID-HEIGHT. # Q
# NAIL BLOCKING WITH lOd # DOUBLE JACK 9
/-ad G ON # STUDS. 2x4 MIN. J
SINKERS AT 3" O/G. BOTH #
NAILS. ' 0 # SIMF50N HDBA
# GA E B SIDES OF SEAM. # 2 ANCHOR BOLT5 # HOLD-DOWNS. m
-------- --------
2 ANCHOR BOLTS PER
EACH NARROW WALL
SECTION. ii ° Gyp..
Z)� I
i
m
OUNDATION Z
d
0
,,v1
W
a
OUTSIDE ELEVATION IN51DE ELEVATION Q
GARAGE SHEAR WALL DETAIL ASPHALT SHINGLE ROOFING ON SO# W
12 BLDG. PAPER ON %" PLYWD. DECKING
ON 2x10916" RAFTERS.
SCALE: N.T.S. 9 c
ea
co
R-21 HD BATT INSULATION TYP IN Go
ROOF RAFTERS PROVIDE 2" AtR
SPACE FOR VENTING
12 .
I
9
ASPHALT SHINGLE CUPOLA ROOF 12
ON W PLYWD. ON 2x4916" 9 N Q• e
RAFTERS =
2x4 932" 5TRA115 FROM ROOF W J• 0 2
RAFTERS THRU LOFT DECKING p
2x4 FRAMING w/PLYWOOD TO JOISTS BELOW 7 W• u 5'
SHEATHING ! VER51TFK CLADDING
°/i' L DE KI W.
HURRICANE STRAPS. (TYP) Q ~•
ILALUMINUM GUTTER ON 1x6 FASCIA
OPERABLE AWNING WINDOWS, YELLOW PINE STAIR
FOUR SIDES AT CUPOLA w/OPEN RAILING PROVIDE VENT WITH SCREEN
9S1'jE OF N`ch'Y
Mp.s C.6, C
OVERHEAD 5EGTIONAL DOOR �C G
w/ORNA EXTERIOR FINISH. 4D `r
SEE ELEVATIONS t 5. �
GARAGE r R*R RED CEDAR SHINGLE 51PING cmc o h
4" THK. REINF. GONG. SLAB ON ON 16M BLDG. FELT ON V s� B95o-t
COMPACTED SAND PLYWOOD SHEATHING ON 2x4
WOOD FRAME.
2x4 SLOPED FRAMING w/PLYWOOD 2x6 TREATED WOOD SILL WITH PR JECT NO..1O09
SHEATHING $ CEDAR SHINGLE TERMITE SHIELD
El
SIDING. STEP FLASH INTO SHINGLE '. ' DRAWN BY. TCS
ROOFING —
v /\X,\ �A ��A�xA��A�/A:oA �A��A��A�A\��������A�������A�����A� .c.i/������7/����������� CHECKED BY:
PROVIDE METAL STRAPS AT ALL /\ / '{. \//\\/�\\/\/ \/�\\/� \\/�\\/�\�/; i �� DATE:
RAFTER / IRIDGE CONNECTIONS \\\�/j\j/\ Nm////\/ S: //%//j//j\//j\//\/�\�\ �/ . \��\//j//\//\//\//\�/\/ j %j//\/j/ //\\//\/ 6/14/13
\ \\ \\ :.+�• \\ \\ \\/\� \\\�\/�\/�\/�\/� .p / ' \ / 8"��yi1GK GONG. WALL5 REINFORCED SCALE:
#4 REBAR 12" DOAN/\\/\\/\\//�\// dF 2wA LNIP WALL O EAR ONR88" DEEP SHEET TITLE:OOTINS
1.-0„
INFORGED w/ (5) x 4 REBAR. (TYP)
BUILDING
BUILDING SECTION SECTION
D SCALE: 3/8" = 1' -0"
D AIL CUPOLA SEC ION SHEET NO:
S ALE: 1" = V -0" 14
CONSTRUCTION DOCUMENTS
Z
J
W
D
Q
� W
m
a
I� 3" VENT THRU ROOF m
z
3" VENT I W
a
I F- T
5" VENT THRU ROOF I I I I 13" VENT THRU ROOF
I'�/ O
C7 w
$ATH I I I I cco
o
LAV
I I SHOWER I I I I
I I I
SECOND FLOOR
as z
I 311 Y` LIQ�'T r � ` I U)
n
3" IMSTE _ 3 VENT J S 9 ^
I • � o
� W.
MASTER BATH I i I1 I i i KITCHEN a �. s
N y•
I I I I I BATH I I I SINK
SHOWER I LAV LAV I i SHOy,ER I LAV I WG w l
I
I I I I I I y�PZE°F"E``
°mss c sq `0
tiz
FIRST FLOOR yG m
x-
FOUNDATION_ 016350.A
— 3" WASTE
7511 KASTE PROJECT NO:
1208
DRAWN BY:
UT
CHECKED gr TS
1215112
SHEET TITLE:
PLUMBING
RISER
DIAGRAM
SHEET NO:
15
BID & PERMIT SET