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Based on our limited examination
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_______i_____________Iwith our comments
no' construed as indicating the
_ f I I I I I I I I I I I I I I I I I T TFIllllllfli Plans
of New Yft State.
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32'-8' I
19'-21' 9'-3' 4'-2j' o
CUT WALL TO CREATE Z
OPENING c x
AS INDICATED I - - �- - - - - •- - - - - - - - - - - - - - - - - - - -� cq
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`-NEW 8' FOUNDATION WALL I ( W r�
FOR cc
6, 1 I 4 DROP
GARAGEADOOR I I TIZ� o
I TYP 3 PLACES Z Z N
-I NEW F❑OTING AND FOUNDATION WALLI I FW J Jco
-----'-- - TO BE DOWELED TO EXISTING WITH Q 5
I #5 REBAR 12' O.C. WITH HILTI GEEING/WALL
------ ----- -I9• C100 CAULK OR EQUIVALENT TYP �?y Om o e.i
I AT ALL POINTS OF INTERSECTION 0TO BE COVER I I Z
9• I a WITH 5/8' TYPE 'X'
4' I I SHEETROCK I I JJ ax
i 4' c� ATTIC FLOOR TO BE
i I INFILL/REMOVE c
I INSULATED WITH R-21
I I WALL TO CREATE F.G. INSULATI❑N.
I OPENING AS INDICATED
I I I
EXISTING
FOUNDATION I I N I I
I 8'
I SAW CUT
I I 28,
I
I
EXISTING 1 1'-4' x 8. 3,000 PSI CONCRETE FOOTING
24 x24 x12
' REINFORCED WITH 3 #5 REBAR EVENLY
-- FOOTING j PACED LONGITUDINALLY #5 REBAR 48' O.C.
I I i TRANSVERSALLY I I
4' CONCRETE SLAB WITH FIBER OVE
I I 6 MIL POLY & SAW CUT AT MID SPA
I i BOTH WAYS GARAGE FLOOR I
EXISTING HOUSE
I I �.nor►nrs
IF CLAY SOIL PRESENT REPLACE WITH TWO ( I
j FEET COMPACTED STRUCTURAL
I BACK FILL . COMPACT AT 95%STD
I PROCTOR TEST I I z
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Foe 4-CCNCRETEm`a'"4. IM IltECTIMS --------------� 4'-2j'----+�-- — — 9�-3• — — — -}- — 5'-i, 9r-3�— — — —I 4'-2�'
V%tIlA RfERR -------------- I I 0
---------------- I 32' x
r raw YA mom
LLo PLAN VIEW p w o
00
2X4IWWAY SCALEi 1/4'=1' ��-� x w
1� N
L Hm 3 an
8 •• :, EVEeLT SPACED LaNGRImnMLLT
N6 3 IA 4W De PRD.ECT NO.:
RS
TRA"SVERSALLY
FLE Ia.:
Ql1AM FOUNDJM
TYPMAL 31KMTIMLWALLDETAIL Der
ILTi DATE IV2V3
9efEET 2 CF 6
__ REV. NO.1
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32'-8' O
At the cantetIver p
of the window provide 2x6 9, 4y-4• Z 1
support. Insulate r f Z CV
with R-16 Cover W J J
with 7/16' obs sheeting
and 4 mil vapor J
00
barrier and than siding 3> 2x6 POST EACH �2) 11' MICRO LAM
to match exlstng. 6, 3'-91 GSIDE TYP F13R ARAGE DOORS ALL 1.9E TYP FOR At L Q Z
GARAGE DOORS rT. Z
1e-a►v 3'-0' Door 3'-0' Door ^ O 0 Z
1'-2-3/4' BAY WINDOW 9' 0J 0-
SIDE
2x6 POST EACH
T-1' 9 SIDE TYP FOR ALL M
3,-� H GARAGE WINDOWS M
(S) 2x4 POST C3> 9-1/2' MICRO
LAM L9E 3'-`3' 3'-0' Door
EACH SIDE 3/4 hour fire
rated door q
w/spring loser Ld
Remcve Garage M o
EXISTING KTTQH�N DINING AR UP— 01doors and InfKt •
y as requVed to matc a a
o exlsl*-o Also create a 2x6 CONSTRUCTI
7 o door open to accomodate W of
3'-0• door -m NEW 28 x 32 GARAGE
:0 H Walt and Ce ing ,
ap This Wall' to be Insulated with R-19
x of Insulation with R-19 Z and cover with 5/8'
N and cover with 5/8' 'X' sheetrodc.
FIREPLACE } type 'X' sheetrock. �
!'• DOWN both side. The house side
W8x58 STEEL BEAM need
24 (SEE STRUCTURAL DETAILS) need to be extended
� �..:: ::•;. to the ceiling of
the EXISTING FAMILY aQLJ ts�ww*e tight story
B�d. C3> 2x10 HEADERS (3) 240 HEADERS
E1�TRY WAY TO FAMILY STING DOOR TD BE RAISED APPRDX. _� DORMERS —� r�i xr ewt�r r s iwwn
STEP DOWN APP 6' xisting 2-2x10 Hdr7� NEW HEADERS TO BE PLACED TIGHT TO
EXISTING HEADER. ONLY IF EXISTING HEADER 1 ' DOUBLE TRUSS ITAS REQUIRED
K so�Oir
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41 IS TO BE CUT FOR DOOR TO BE RAISED 7'-0j'______�y 3.-70 /—AT OPENINGS
Exterior walls FAMILY ROOM FLOOR IS RAISED APPROX. 7'
30 2 add 2' furring FROM EXISTING CONCRETE FLOOR. USE 2X6 @16' O.C. 21-4 ' rT-3'-7 6'-1
strip and Insulate WITH 3/4' CDx T&G ( I ( I
with R-19. and cover INSULATE WITH �2856 �2856 z
with 1/2' sheetrock 2' RIGID INSULATION R-14 ON THE SLAB 0
3.5' FG INSULATION R-11 BETWEEN
JOISTS 0
COAT 1,-5.
CLOS 3031 3031 3031 2' 8'-10' 3) 2x6 POST EACH 41-4- Q '�
SIDE TYP FOR ALL
GARAGE DOORS
30' 23'-2' 32' w 0 Z
2) 11' MICRO LAM
1.9E TYP FOR ALL 0 �
GARAGE: DOORS(3 tocation)
PLAN VIEW x
SCAIZ 3/161=1' W
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REV. NO.l
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12' 7-1/2' Zi ri
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DORMER ROOF TO BE W J J
2x10 CONSTRUCTION -_ ROOF CONSTRUCTION Q' Z Z
_ w N.Y.S. APPROVED TRUSSES w O tl
24' D.C. w/HURACANE CLIP O 0 Z
--- O .J D C
@ EACH END O a
(2) 2 10 HEADERS * 5/8' OSB PLYWOOD W/'H' CLIPS
TYP FOR BOTH DORMERS * 15# FELT W/ 25 YEAR SHINGLES
-- --- w 12' BATT INSULATION (R-38>
2x6 CONSTRUCTION FOR DORMER W/ VAPOR BARRIER
WALLS -__
SOFFIT SYSTEM
2'-0' W SUB FASCIA
R-38 INSULATION X FASCIA AND DRIP EDGE TO MATCH EXISTING
(2) 11' MICRO * VENTED SOFFIT
LAM 1.9E 11' MICRO * MANTAIN POSITIVE AIR -FLOW FROM EAVES TO ATTIC
WALL CONSTRUCTION LAM 1.9E WITH PRO-PER VENT AT BAYS TO CONT. VENT AT RIDGE� 2' 6' STUDS@16' O.C.
R . 1 FIBERGLASS INSUL 5/8' TYPE X—
* 4- IL VAPOR BARRIER SHEETROCK TYP
m 7/1 OSB EXT. SHEATHING FOR WALLS AND aro�ei.m...uo
w SID NG CIELING 2x6 SILE PLATE, SEALED
2-#5 ALL AROUND . TO FOUNDATION WALL WITH SILL
SEAL.
BABA!nxm M SLAB 1N ditw •i Skit
LET
O
RIGID INSUL.4' N. 2'-0' BELOW 4 CONC. SLAB W/FIBERMIN. NISHED GRADE
8' CONC. FND. WALL FOUNDATION WALL W
ON 16'x 13' CONC. FOOTING
3-#5 SPACED EVENILLY LONG
#5 @48' O.C. TRASVERSALLY O
� x �
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TYP CROSS SECTION
SCALER 1/4'=1'
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ENERGY DATA:
B11&v1NG N075 SUMMARY OF TOTAL THERMAL RATING Design Condition
2002 NEW YOW STATE BMW CONSERVATION CONSTRUCTION COW Residential Single Dwellln :
My acceptaW* an an WatM at corponent bnsW-ZONE 14A 9 9
- THIS DRAWING.;IS AN OF SERVICE AND MAY NOT ALL PIERS AND FOOTINGS(WHERE SHOWN ON THE DRAWING) �,
BE ALTERED. OR COPIED WITHOUT THE WRITTEN ARE TO REST ON APPROVED SOIL AHD BE 4'-0'MINIMUM Degree Days- 7000 N a
PERMISSION OF TIE ENd BELOW THE ADJOINING FINISHED GRADE. ENVELOPE GOMPONET REQUIRED PROVI W CV L►
-UNAUTHORIZED ALTiDTA1�oR ADDITIONS TO THIS DRAWING -ALL FOUNDATION PIERS AND FOOTINGS(WHERE APPLICABLE.)
IS A VIOLATION AFL
YOXIK STATE EDUCATION LAW TO BE CONCRETE WITH A 28 DAY STRENGTH OF 300D P.S.I. Floor Area <5000 5.F. W
ARTICLE 145,SECTION -ALL CONCRETE SLABS(WHERE 9NOWN)TO BE C THICK,
- THESE PLANS COMPLY ALL THE CODES, PROVISIONS AND MONOLITHIC FINISH. EXTERIOR WALL Table 5022 U=O.00I<O.II U=O.04
INTENT OF THE HEW YG�STATE ENERGY CONSERVATION CODE -ALL HEADERS TO BE(2)2dO UNLESS OTHERWISE NOTED. 5torles 1<3 }' C
PURSUANT TO ARTICLE I OF THE ENERGY LAW. LOCAL CODE -ALL HEADERS IN BEARING WALLS ON OPENINGS 4'-0` OR
REQUIREMENTS SHALL TIDE PRECEDENCE WHERE MORE MUST BE SUPPORTED ON EACH SIDE BY(S)2r4/5 STUDS. ROOF/GEILIN6 U=0.026 U=0.026 W Z ON
OISCREpMIgES oCcuR -ALL HEADERS TRIMMER% AND TAIL BEAMS 70 BE HUNG WITH GIQZing U=0.33 F-1 Z '
- THIS BUILDMiG COMPLIES TH THE N.Y. STATE ENERGY CODE BRIDAL IRON OR APPROVED TYPE METAL HANGERS. W Q J
LL i-
-A PENETRATIONS AND IN THE BUILDING EN DOU ENVELOPE -PROVIDE BLE FRAMWG AROUND ALL OPENINGS AND FLOOR 0.05 0.O47b —i J cc(DX: DOORS,WIDOWS. U SHALL BE CHAU KED. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS Roof H*idoW Glazing: NA S In
WEATHER,SiRIPPED OR 0 SE SEALED. OR AS NOTED.
FECa:Fx�
ouLu REQUIREMENTS DIFFER FROM -ALL WOOD FRAMING TO BE ar MN. ABOVE ADJOINING FOUNDATION WALL U=O.Ogb U=O.OQ Z zQW THE CONTRACTOR SHAH.L MAKE ALL FINIS ED GRADE Non Electric }'lent � w LiJ
-INSULATE ALL EXTERIOR WALLS AND coLNcs WITH FIBERGLASS O,p'16 0.011 GALGULATION for Uo O O Zp
A) GROUND SNOW LARD P.S F. INSULATION(WITH VAPOR BARRIER)INSULATION THICKNESS NESS
B)FLOOR LOADS: LIVING F.
P.
SHOWN ON DRAWING. SLAB EDGE INSULATION Cover all 51 U0=Q1FXAf)+UwX(100-Af}/100=.OQ 1n ^ -j a
AREAS 30 P.S.F. -ALL WINDOWS ARE 70 BE ORDERED COMPLETE, TO INCLUDE
C)WIND LOADS WALLS 1 P.S,F., EAVES 30 P.S.F. FRAMES. TRIM.CASING. MULLIONS, STOPS.APRONS ETC. ALL GLAZING U=0.55 U=0.33 Uf=0.33
- IT IS THE RESPONSIBILITY OF THE CONTRACTOR, OWNER, OR WINDOWS MUST BE WEATFERSiRIPPED AND DOUBLE GLAZED OR
BUILDER OF THIS HOUSE NOTOFY THE ENGINEER OF ANY SUPPLIED WITH STORM SASH. Uw=0.04-ib
OEVIA710N FROM THESE WINGS. THE CONTRACTOR, - ALL DOORS TO BE ORDERED COMPLETE. TO INCLUDE FRAMES, Af= Glazing area/Gross Exterior
BUILDER, OR DINNER 9NALL HNTIF1r THE EN OF ANY X[
UNUSUAL SITE IXUHDHTIDNS MAY EFFECT THE FOUNDATION, OR�HER DOOR STOP CASIN0.SADDLES LOGICS HINGES""° HQII are)XI00=14 55
DRAINAGE,OR STRUCUARRAL MEMBERS INCLUDING REQUIREMENTS
FOR ADDITIONAL DEPTH OF FOOTINGS.UNSTABLE SOIL CONDITIONS AND Vaz" area=b4.8-75f
NIGH GROUNDWATER TABLE. Gross Exterior Hall Area=4809f
- ANY ERRORS OMISSIONS DISCREPANCIES IN THESE PLANS
SHALL B TWIN E REPORTED IN O TO THE ENGINEER BEFORE
START OF CONSTRUCTION SINALL BE THE SOLE ki
STY OF THE OR CONTRACTOR TABLE R301.20)
CLIMATIC AND 6E06RAPHIG DE516N GRITERIA
6ROl10 NNND SEKE VI W3 ErT To DAMAGE FROM Pinter Ice shield S
5NOPI DE51F4 Frost line Design underlapent Flood
LOAD SPEED (mph) GATESOW Yteatherp depth Termite Decay Temp. raq*ed laurdl
-IO 40 G SEVERE 488 MOD-mv 51-16w -5 24"FRONC14ALL NO
GENERAL NOTIES
sa°�°eAimo"r10u1 '
i. THESE PLANS HAVE BEEN A
R ACCORDING TO N.Y. STATE '9 CONTRACTOR TO VERIFY ALL NOTES AND DIMENSIONS BEFORE
BUILDING C00E IT A GENERAL RANGE O STARTING CONSTRUCTION AND BE RESPONSIBLE FOR
CONDITIONS THAT MAY BE BY A PARTICULAR ERRORS AND/OR OMISSIONS. WINDOW 5GHEM
BUILDING SITE OR OTHER /OWNER CONTRACRJRAL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION
AGREEMENTS. CONTRACTOR WILL BE RESPONSIBLE TO ADAPT MEANS,METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. ROOM TOTAL NNNDOw FWD.MIN. REQb.MIN. ACTUAL. ACTUAL
THESE PLANS TO SUIT THE HE NEEDS OF T BUILDING ON SITE. AS AND SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION NAME 5a FT. MODEL 4 Tin S.F.61 SP GENT Sr-.6LA56 S.P.VENT PQVM W6FfT 1
REQUIRED,PROVIDED THAT BUCH ADJUSTMENTS DO NOT VIOLATE WITH THE WORK Z
THE CODE OR ALTER STIRLIOTURAL INTEGRITY OF THE BUILDING. 11, THE OWRACTOR/OWER SHALL PERFORM EXPLORATORY
2 ND SITE EISPEC110NS ARE MADE BY THUS ENNGMNEER. EXCAVATION 70 DETERMINE ACTUAL FIELD CONDITIONS Dorrrmer 2" NO ODO - Pleld VerHNg O
CONTRACTOR STALL EE FOR MATERIALS AND AND NOTIFY THE ENGINEER O'HIS FINDINGS TO ALLOW Pxbbm to be
WORKMANSWP. FOR MATERIAL SPECIFIED. 70 BE FOR DESIGN CHANGES PRIOR TO ACTUAL FOUNDATION Gaup/ - (3-)-"raw - - - W-2-Vb'k4'-W4• O Q
MADE WITH THE DF THE LOCAL BUILDING DEPARTMENT. COLT7RUC11OK IT SHALL BE THE REPSONSIIBLITY OF _
3 EffIR SHALL BE FOR COMPLIANCE WITH ALL THE CONiRACTOR/OWNER TO DEVELOP THE NECESSARY Q
BUILDING TARY AND FOUNDATION SOL TO SUSTAIN THE LOAD DESIGN OF 2 TONS 17F�6-13-HAY CONSERVATION STATE AND/OR LOCAL. PER SQ FT.AND TO HIRE A SOTS ENCNEU4R EXPERT TO p-)30E1I new 17M �� ��� '� New door tp 3'2-V8yc4'-I-I/4' _V
DEPARTMENT 1TH4.CONTRACTOR SMALL�Ar ARiMENT S RESPONSOLE�NiE ET THE OF LOCAL BUILDINGINSPECT
PECT FOUNDATION, SOIL CONDITIONS PRIOR TO POURING New FQCIIIy b� bxk �wr� O w
BUY.DNG CODE SHOULD iT FROM THESE PLANS 12. THE CONTRACTOR/0WHER SHALL REQUEST LOCATIONS OF ALL 6'-9�/45c4'4V4' �.J
S CONTRACTOR SHALL BE ONSBLE THAT BRAND NAME UTILITIES PRIOR TO ANY DKX*a O
WINDOWS OR DOORS pNST MEET N.Y. STATE 13. THE CONTRACTOR SMALL tlIOEMNFY THE OWNER AND HIS AGENTS
EJOT FEQUW434EUM THROUGH ADEQUATE INSURANCE COVERAGE AGAINST ANY CLAIMS H� ►�
6. ALL FOOTINGS TO REST (ORIGINAL) SOIL- ARISING FROM INJURES DURING CONSTRUCTION. OR FAILURE TO N T I ALL WINDOWS BASED ON ANDERSEN VINDOV SPECIFICATIONS CJ W
ASSUMED WOMUM SOL PRESSURE TO BE 2,000 P.SJ. MAINTAIN SAFE CONDITIONS ON THE CONSTRUCTION SITE
CONTRACTOR SMALL BE RESPONSIBLE FOR ALL SUBGRADE 14. THESE DRAWINGS HAVE BEEN PREPARED FOR STRUCTURAL
CONDITIONS REFERENCE ONLY. ELECTRICAL. MECHAMCAL AND 07M
7 MNM M FiBER STRESS N (Fb)FOR ALL WOOD JOISTS, BUILDING SYSTEMS.IF REQURED.ARE TO BE DONE BY OTHERSHEADERS. AND BEAMS TO ! F�
MX ROIAMS TO 2BE e00 P. 1,160 P.S.I. UNLESS O OTHERWISE NOTED. ` � w 00
& WOOD TRUSSES(IF USED) BE DESIGNED BY OTHERS. USE N
70 LB./SQ.FT. (GROUND SN MO LIVE LOAD AND CALCULATE ALL OTHER v
LOADS IMPOSED ON TRU AS REQUIRED. STRUCTURAL AND
INSTAL A71ON BRACING TO DESIGNED BY SUPPLIER. PROJECT NO.:
FILE NO-
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