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ULTRA DREAM COTTAGE HOME
pp
Elm, 'Drawn: RRC
I1
- . . • r •
•
• • • - • .r • • • • - • - • s -
r • • • - • • • Revisions • - • :r
I
63'-110
20'-2„ 7'-210 15'-8„ 6'-5 j„ 6'-51„
" 4'-1" 7'-5 " =3'-10 to 13'-2" CONCRETE NOTES
+0 -6 1. FOOTING AND FOUNDATION WALL CONCRETE TO HAVE A MINIMUM
T/WALL _ 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.
— — — — — — — — — — — — — 2. BASEMENT & GARAGE SLAB CONCRETE TO HAVE A MINIMUM 28
% ❑ I I E=1 I I DAY COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
I 3014 3014 I L- __ -1 L_ 6x6 POST ,-5„ 3. MAXIMUM CONCRETE SLUMP TO BE 4".
6'-3" 36x36x12 FTG. TYP. 3— — — — — 4. COMPACT SOIL BENEATH SLAB TO 95% MAXIMUM DRY DENSITY
8" TYP. 2x12 ® 16" O.C. I T/FTG. -4'-0" — — — — — ACCORDING TO ASTM D1557.
POURED 1ST FLOOR JOISTS I SEE A-4 FOR
'
REINFORCING 2 -6"
CONC. WALL TYP. I 3014 I 5. ALL EXPOSED EDGES OF CONCRETE TO BE CHAMFERED 3/4".
T/SLAB -7'-0" I 6. ALL LUMBER IN DIRECT CONTACT WITH CONCRETE WILL BE
13'-24" I PRESSURE TREATED.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND '
1" ' " ' I DOCUMENT MIN. SOIL BEARING CAPACITY OF 2500 PSF.I 12'-4� 12 -4 12 -4 12 -4 12 -4�" .. � '
T/FTG.
, I -7 -4 I
FRAMING NOTES
23 —9j BEAM POCKET
I -� r" EACH END I 1. USE SOLID OR X BRIDGING AT MID POINT OF ALL SPANS > 6'-0".
2. FLOOR JOIST - SPF GRADE 2 OR BETTER.
L_ — L_ _J L- — L-
24'-0"
I 4x4 WOOD 1 (2) 2x12 1 1 I '
COLUMN 1 SPF 1 1 ADJ. STEEL
(3) 11 1/4" ' .9E CONC. FOOTING AT POST
POST TYP. T/SLAB -7 -0 MICROLLAM LVL TYP. (36"x36"x12")
T/BEAM 0'-7 1/2" SEE SHEET A-4 FOR
1 1 REINFORCING
1 13'-2 " OSD
D
HANDRAIL tip 1 (2) 11 1/4" I
A3 A4 BOTH SIDES
I MICROLLAM ®CO
46'-4j" 202 ® 16" O.C.
1ST FLOOR JOISTS
+0'-6" —7'-4" TYP.
1 —g4" I I 3 RISERS AT 10 RISERS AT T WALL T FTG.
I 7.98 " 2'-0" 7.98" = 6'-7 3/4" op
I / /
2 TREADS AT 9 TREADS AT
9.81 = 1'-7 " 9.81 = ,'-44»
I I 4'-4"
-7'-4„ 5'-0"
- - - - - - - - - -j I T/FTG.
I I T/SLAB 0'-0" 6'-8"
- - - - - - - - - - - - - - - — - - - - MIN.
16'-72„ I I I I +0'-6" CLR.
I I I ( T/WALL IN2TH S FA EA
T/WALL SLOPE
AT O.H. DOOR 1/8"/FT.
T/FTG. -3'-10" +0'-9 1/2"
T/FTG. T,/WALL 13,_7�„
I I I (
16"W FTG.
TYP. U.N.O.
2'-10 ,. I L - - - - - - - - - � I
D SECTION THRU FLOOR AT BASEMENT STAIRS
% -Tj SCALE: 1/2' = V-00
11 -43" 11'-7 » 27 -94" 12'-3"
LEGEND:
® FRAMED 2% 4" NON BEARING WALL
GENERAL NOTES Q SD -SMOKE DETECTOR W/ BATTERY BACK-UP '
_ALL MATERIAL$PRODUCTS A FINISHES SHALL BE INSTALLED IN FULL COMPLIANCE WITH ALL MANUFACTURER'S ®CO -CARBuN MONOXIDE DETECTOR W/ BATTERY BACK-UP
ID
INSTRUCTIONS.
-CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN FIELD PRIOR TO COMMENCING
CONSTRUCTION. ANY DISCREPANCY SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. �, OF NE Iy ULTRA DREAM COTTAGE HOME
-ALL WORK ANDMATERULS SHALL BE IN STRICT ACCORDANCE WITH THE BUILDING CODES OF NEW YORK STATE, ENERGY € ��►.W.qy O
CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE AND ANY LOCAL ORDINANCES. d� ;,,n, q2
-THE OONSTRUGTICN OF ONE DWELLING UNIT IS GRANTED EXCLUSIVELY TO THE OWNERMILDER FROM THIS DRAWING. h ;c,
-DO NOT SCALE DPJ4VW 8. w BAS EM ENT PLAN
-ALL DETALS AIiE TYPICAL
-STRUCTURAL FRANING ELEMENTS(STUDS,BEAMS, LINTELS ETC.)SHALL BE SPF GRADE 2 OR BETTER U.N.O. No. 07906° �� A p p r: CAD: Auto Drawn: RRC TS c a I e: 1/4" = 1'-O" Date: 7/28/03
-DO NOT ALTER THIS DRAWING WITHOUT EXPRESS PERMISSION OF THE ENGINEER. R° EsskoNP
0 ISSUED FOR APPROVAL 7/28/03 HAYES CONSTRUCTION GROUP, LLC. '
395 Big Bay Road (518) 792-9142 Phone TRev. O A-2
2,%11 N O. Revisions Date Queensbury, NY 12804 (518) 792-9162 Fax '
, 1
i
i
63'-110 »
14'-10j" —
12'-22"
10 34'-6" 15'-8" 12'-11"
A C
0 SD k,A3 ;4r A3 A4 _
I ' 2" " ' ' » "®CO 5 -1 11 -32 11 -32 5 -112 7 -10 7 -10 6'-52" 6,_52"
II
2'-28"
m mm m = m@�Immm smog
DOWN I 3250-2A 3250-2A 2650-2A 1„ (3) 2x10 HEADER
3'-4�
13 -52 3'-9»
Q
I 11'-0" 11$-0" O N 6'_3„ PORCH
II o 3250-2A
II I DINING � 3"
BR. 2 ROOM `� 2 '-6"
BR. 3 :
3'-0" 12'-81�" QSD QSD 12'-8�1" 11'-0" QSD
II 36"x36" LANDING O •
25'-62" II
I 4 RISERS 7QSD ®CO
21'-4" AT 7.60" = 2'-6 " 18'-32" O
3 TREADS AT
II 9.81" = 2'-5 3/8„
iI 2" „
CLOS. CLOS. 27 -3 12 -0 17'-73"
MASTER 14 -4" 4
13 -10 I GREAT , „
I I 8'-10$„ 26'-10» ROOM 14 -3 SUITE
®CO QSD 0
I 10 RISERS- ,� o � �
OUTLINE OF I AT97TREADS AT4
GARAGE I 9.81" = 7'-4 1/4" Q DOWN W D
BELOW I
00 KD 9'-102»to I CLOS.
3050A 16" 22"x30ACCESS
OO
0
Eo
3'_0" P � 0 � 12'-0" o
KITCHEN FOYER MASTER
O 00 CLOS. 9'-4" BATH
46'-42"
M STAIRS DROP
STAIR
11'-0» CLOS. 6'-1" 6'-44" .
BONUS ROOM , " 6'_51„
BONUS ROOM SCALE: 3/8 1 -0 46 -42 , „ LANDING TO 4'_6" , , 2
SCALE: 1/4" = 1'-0" 15 -92 BONUS ROOM
O •
00 1 .
lk [ C)
2040-2A 2040A
NOTES: �� 2s4o-2A
GARAGE FIRE SEPARATOR: 5 -0 102"
DIMENSIONS ARE TO THE CENTER LINE OF DOORS 0) 5/8" TYPE "X" FIRE RATED PORCH -
AND WINDOWS AND FACE OF FRAMING MEMBERS. a?
x' GYPSUM WALL BOARD BOTH Lop
SIDES OF WALL, AND ENTIRE 27'-12"
�!m' X'. GARAGE CEILING. m =(3�mHEAD
INTERIOR WALL CONSTRUCTION 2x4 SPF U.N.O.
o K _ (NO PENETRATIONS)
EXTERIOR WALL CONSTRUCTION 24 SPF U.N.O. m X
o m 20'-11 "
Dr-r
= 2 00 5,_g 1" 11'-6" 6'-101" 5,_8 3,_51„ 3,_5 ,
FLOOR DESIGN DATA 0 K 1 D GARAGE 4 4 2 2
DEAD LOAD: 20 PSF 0 r 1 0
LIVE LOAD: 40 PSF
p r- 0 29'-g�„ 6'-11" 3'-4" >,
� = 00 2 17 -9
GENERAL NOTES D
0-ALL MATERIALS,PRODUCTS AND FINISHES SHALL BE INSTALLED IN FULL COMPLIANCE WITH ALL MANUFACTURER'S B -
INSTRUCTIONS. A3 A4
-CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN FIELD PRIOR TO COMMENCING
CONSTRUCTION. ANY DISCREPANCY SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY.
-ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE BUILDING CODES OF NEW YORK STATE,ENERGY
CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE AND ANY LOCAL ORDINANCES. 3050A
-THE CONSTRUCTION OF ONE DWELLING UNIT IS GRANTED EXCLUSIVELY TO THE OWNER/BUILDER FROM THIS DRAWING.
-DO NOT SCALE DRAWINGS. 1'-4" 3050A
-ALL DETAILS ARE TYPICAL.
-STRUCTURAL FRAMING ELEMENTS(STUDS, BEAMS,LINTELS ETC.)SHALL BE SPF GRADE 2 OR BETTER U.N.O.
-COORDINATE FINAL KITCHEN DESIGN FOR MECHANICAL&ELECTRICAL REQUIREMENTS. 7"
-DO NOT ALTER THIS DRAWING WITHOUT EXPRESS PERMISSION OF THE ENGINEER. - 6 -1$ 5 -2$" 5'-11$" 5'-81"
POWER
23'-p2„
2x4 INTERIOR BEARING WALL
Ar
Q SD - SMOKE DETECTOR W/ BATTERY BACK-UP®CO - CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP
OF NE PLAN VIEW
�Q'���EL W.19 �0 SCALE: 1/4" = 1'-0"
g pP 94-'per
WINDOW SCHEDULE DOOR SCHEDULE , " W
WINDOW MODEL # REQ D. LIGHT ACTUAL REQ'D. VENT ACTUAL EGRESS WINDOW COMMENTS NUMBER SIZE STYLE or MFR. COMMENTS
ROOM NAME TOTAL SQ. FT. & QUANTITY AREA (MIN.) LIGHT AREA AREA (MIN.) VENT AREA OR DOOR
2650-2A, 2 35•7 1 3'-0"x6'-8" THEFtMA-1RU 262 LE W/ TEMPERED GLASS AR�O 07906�
LIVING/DINING ROOM 571 2040-2 , 1 10.4 (2:) 308 SL SIDE LITE 0
F"SS1ONP
& KITCHEN THERMA-TRU 262-DOOR, (1) 45.7 5.5 =93.2 22.8 63.46 NO LOW-E 2 2'-8"x6'-B" NJAIR-SLIDER 0746 TEMPERED GLASS
THERMA-TRU 308SL-SIDELITES, (2) 5.7
NUAIR-SLIDER, 0746 (1) 35.9 3 3'-0"x6-8" INSULATED STEEL 45 MIN. RATED
MASTER SUITE 172 3250-2A (1) 13.8 23.7 6.9 12.41 YES LOW-E
ULTRA DREAM COTTAGE HOME
107 3040A (1) 8.5 8.6 =26.4 4.3 11 NO SAFELY
MASTER BATH 2640-2A (1) 13.8 GLAZING
BEDROOM #2 121 3250-2A (1) 9.7 23.7 4.9 12.41 YES LOW-E
BEDROOM #3 121 3250-2A (1) 9.7 23.7 4•9 12.41 YES LOW-E FIRST FLOOR PLAN
BONUS ROOM 261 SKYOT 1) 2 20.9 10.1 =21.3 10.4 32.16 NO LOW-E
Appr: CAD: Auto Drawn: RRC Scale: AS NOTED Date: 7/28/03
0 ISSUED FOR APPROVAL 7 28 03 HAYES CONSTRUCTION GROUP, LLC. .
/ / 395 Big Bay Road (518) 792-9142 Phone Rev, O A-3
25611 No. Revisions Date Queensbury, NY 12804 (518) 792-9162 Fax
RIDGE VENT
RIDGE VENT
ROOF TRUSS AT 24" O.C. SCISSOR TRUSS0 24" O.C. SEE
SEE ROOF FRAMING PLAN ROOF FRAMING PLAN
FOR DETAILS (DRAWING A-5) FOR DETAILS (DWG. A-5)
B-38 FIBERGLASS
BATT INSULATION
5/8" O.S.B. SHEATHING
PROPER VENT
30 YEAR SHINGLES
15# FELT
2x6 OVERLAYS
® 24" O.C.
SNOW & ICE SHIELD EXTEND
2'-0" MIN. BEYOND INTERIOR
FACE OF EXTERIOR WALLS TYP.
VINYL OR ALUMINUM (3) 2x10 W/ 1/2" (3) 2x10 W/ 1/2"
FACIA CAP CDX HEADER.
CDX HEADER.
(WRAP W/ VINYL CATHEDRAL CEILING
SPF SUB-FACIA (WRAP W/ VINYL
NAILER 6 MIL VAPOR OR ALUMINUM). R38 INSULATION OR ALUMINUM).
VINYL SOFFIT - VENTED BARRIER
(SOLID OVER WINDOWS) 5/8" GYP. BOARD
(2) 2x6 TOP PLATE R-38 BATT 2x4 OVERFRAME WITH 11'_1 p8 2x4 OVERFRAME WITH
F-RECEIVER BRIDGING AT 1/2 INSULATION 1 x3 FURR ® 24" O.0 AND 8
PINE TRIM " 10'-1�" 1 x3 FURR 024" O.0 AND
VINYL SIDING PINE TRIM POINTS OF SPAN 8 -1j VENTILATED SOFFIT 5" VENTILATED SOFFIT
(3) 2x10 W/ 1/2" CDX 6 MIL. VAPOR 3/4'� T&G 8'-08
HEADER TYP. BARRIER AT 16 O.C.JOISTS SHEATHING 5X5 P.T. POST (SUPPORTED
AT 5X5 P.T. POST (SUPPORTED
WINDOW 1/2" GYP. ON FOUNDATION WALL). ON FOUNDATION WALL).
VINYL OR ALUMINUM TRIM BOARD 4" 4"
TYVEK OR EQUAL HOUSE WRAP
2X6 SPF ® 16" O.C. R-11 FIBERGLASS SOLID BLOCKING
1/2" O.S.B. SHEATHING BATT INSULATION
R-19 FIBERGLASS INSULATION (2) 11 1/4" 1.9E
MICROLLAM LVL BEAM
VINYL SIDING 2x4 SPF 2'-0" O.C. USE P.T. RIM USE P.T. RIM
(NON-BEARING WALL)CAD ADJUSTABLE STEEL 7'_9 " JOIST IN AREA SNOW �
SNOW JOIST IN AREA
2x10 P.T. RIM JOIST POST TYP. � OF PORCH AND ICE
AND ICE OF PORCH
P.T. SILL PLATE SHIELD 7'-9�" 3 SHIELD,
2x6
T. SILL SEAL 1/2" GYP. BOARD CONC. FOOTING 3 -0 "
AT POST TYP. 2'-OIPW MIN
1/2" DIA. ANCHOR BOLTS ® 4'-0" O.C. (24"x24"x12") MINN. FTG 'IN
FTG IN
AND 1'-0" FROM PLATE ENDS THIS AREA THIS AREA
DAMP PROOFING ® ALL FOUNDATION WALLS
(BITUMINOUS TAR-MUST BE DRY AT TIME OF
INSPECTION BEFORE BACKFILL BEGINS) TYPICAL SECTION
�m SCALE: 1/4" = 1'-G"
SECTION THRU PORCH & GREAT ROOM
A4 SCALE: 1/4" = 1'-0"
RIDGE VENT
R-38 BATT 1/2" ANCHOR BOLTS
INSULATION 0 4'-0" O.C. AND ` 1/2" ANCHOR BOLTS
0 4 -0 O.C. AND
ROOF TRUSS @ 2'-0" O.C. R-30 BATT 1'-0" FROM CORNERS 6
" *FINISHED GRADE% Fla= 1'-0" FROM CORNERS
SEE ROOF FRAMING PLAN INSULATION AND SILL PLATE SPLICES AND SILL PLATE SPLICES
DETAILS. (DWG. A-5) 1/2" PRE-MOLDED
12 JOINT FILLER PITCH FLOOR 1/8"/FT. d
12 PROPER 4„ *FINISHED GRADE �---- 4"
VENT sk r7L ,' e • °'• d •
e
d a
" d
6 *FINISHED GRADE
8" HAUNCH
#4x2'-O" W/ STD
a AT DOOR 7 -4" 90 DEGREE END
a e HOOK @ 48" O.C.
° a OR 2"X4" CONTINUOUS
e a.
CONCRETE KEY
R-30 MIN. 4'-0" d' JA
FOUNDATION (TYPICAL)
INSULATION BELOW DAM PPROOFI N G VAPOR
GRADE `° (BITUMINOUS BARRIER
(2) 16 1.9E 5/8" TYPE X
MICROLAM LVL GYP. BOARD ON TAR} 4"
CEILING AND WALLS
11'-01/4" 9'-O$" PROVIDE FOUND.DRAIN IN BED OFCRUSHED STONE IF °4'JA
SITE CONDITIONS " 1 2" PRE-MOLDED
° • REQUIRE. RUN TO /
SLOPE 1/8"/FT. DAYLIGHT. JOINT FILLER
8 8"
$„ % " SECTION AT GARAGE DOORS 1 -4" (2) #4 REBAR
CONTINUOUS
8 SCALE: 3/4" = 1'-0"
1 -4•" TYPICAL BASEMENT WALL
SCALE: 3/4" = 1'-0"
TYPICAL GARAGE SECTION
SCALE: 3/4" = 1'-0" *NOTE-FINISHED EXTERIOR GRADE TO SLOPE
B SECTION THRU GARAGE AWAY FROM BUILDING MIN.r IN 19.
SCALE: 1/4" = 1'-0"
GENERAL NOTES A2 A4
-ALL MATERIALS,PRODUCTS AND FINISHES SHALL BE INSTALLED IN FULL COMPLIANCE WITH ALL MANUFACTURERS ROOF DESIGN DATA
INSTRUCTIONS. ULTRA DREAM COTTAGE HOME
-CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN FIELD PRIOR TO COMMENCING I W. DEAD LOAD: 15 PSF
CONSTRUCTION. ANY DISCREPANCY SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. �C W.9 y0 SNOW LOAD: 49 PSF
Co �� Y,9 .A LIVE LOAD: 6 PSF
-ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE BUILDING CODES OF NEW YORK STATE,ENEMY * ti COMBINED LOAD: 70 PSF
CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE AND ANY LOCAL ORDINANCES. r-
* Pg - GROUND SNOW LOAD: 70 PSF SECTIONS & DETAILS
-THE CONSTRUCTION OF ONE DWELLING UNIT IS GRANTED EXCLUSIVELY TO THE OWNERIBUILDER FROM THIS DRAWING. Ce - SNOW EXPOSURE FACTOR: 1.0
-DO NOT SCALE DRAWINGS. 2N� l �z I - SNOW IMPORTANCE FACTOR: 1.0 -
Ct - THERMAL FACTOR : 1.0
ALL DETAILS ARE TYPICAL. ap tio. 0-7 60 �� WIND LOADS - 90 MPH Appr: CAD: Auto Drawn: RRC Scale: 1/4" 1 -0" Date: 7/28/03
-STRUCTURAL FRAMING ELEMENTS(STUDS,BEAMS,LINTELS ETC.)SHALL BE SPF GRADE 2 OR BETTER U.N.O. '`'oFFsslov P VERT = 5¥¥
-DO NOT ALTER THIS DRAWING WITHOUT EXPRESS PERMISSION OF THE ENGINEER. UPLIFT = 7 8# 0 ISSUED FOR APPROVAL 7/28/03 HAYES CONSTRUCTION GROUP, LL
C.
HORIZ = 12.9# 395 Big Bay Road (51-8) 792-9142 Phone
Rev. O A"�'
ALL LUMBER IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 25611 N O. R e V I S I O rl S Date Queensbury, NY 12804 (518) 792-9162 Fax
91"
CHORD
13'_10"
8'-0" 12 13'-04"
�
(3) 2x10 HEADER
40 PSF BOTTOM
CHORD LOADING 10 "
iiiiiiii! NUNN@ I IN THIS AREA
23'-1 1'
TYPE 1 TRUSS
2x10 RAFTER 16" O.C.
SCALE: 1 8" = 1'-0"
RIDGE THRU TO OPP.
PLANE & SANDWICH
BETWEEN 2 RAFTERS 1"
RD
12'-22„
- � 4INCH
12
=
- -- Q= - - --- -- -- - - - - - -- --
WED
40 PSF BOTTOM
X< - - - __ _ _ _ _ --_ _= CHORD LOADING
N IN THIS AREA
TYPE 3 CISSO TRUSS 24" O.C. 2x10 RAFTERS 16" O.C. 23'-1 "
TYPE 2 TRUSS
-i -- SCALE: 1/8" = 1'-0"
SISTER (1) 9 1/4" 1.9E LVL -- -- -- tj
F Uo --- --
W/ 1ST TYPE 2 ATTIC TRUSS
AT TOP OF STAIR OPENING a
w N TYPE 4 TRUSS NOTE: DROP TOP PLATE
AS REQUIRED FOR ROOF
024" O.C. FRAMING PURPOSES
U
o (3) 2x10 HEADER
cv'n
12
j F 112 17'-103„
a
BEARING WALL BELOW 4
w
12 6'-2 j"
32'-10"
34'-8"
2x10 RAFTER
TYPE 3 TRUSS
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
GENERAL NOTES
-ALL MATERIALS, PRODUCTS AND FINISHES SHALL BE INSTALLED IN FULL COMPLIANCE WITH ALL MANUFACTURERS
INSTRUCTIONS.
-CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN FIELD PRIOR TO COMMENCING
CONSTRUCTION. ANY DISCREPANCY SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY.
-ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE BUILDING CODES OF NEW YORK STATE, ENERGY pF NFL, ULTRA DREAM COTTAGE HOME
CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE AND ANY LOCAL ORDINANCES. ��P'�>PN`�L W.Ry yO,A ROOF DESIGN DATA
-THE CONSTRUCTION OF ONE DWELLING UNIT IS GRANTED EXCLUSIVELY TO THE OWNER/BUILDER FROM THIS DRAWING. 2 SNOW LOAD: 49 PSF
-DO NOT SCALE DRAWINGS. _� * DEAD LOAD: 15 PSF
-ALL DETAILS ARE TYPICAL. �
LIVE LOAD: 6 PSF ROOF F RAM I N G PLAN
-STRUCTURAL FRAMING ELEMENTS(STUDS,BEAMS,LINTELS ETC.)SHALL BE SPF GRADE 2 OR BETTER U.N.O. n 2w COMBINED LOAD: 70 PSF
-DO NOT ALTER THIS DRAWING WITHOUT EXPRESS PERMISSION OF THE ENGINEER. `��� 4, cs Pg - GROUND SNOW LOAD: 70 PSF
10 °• 07906� ��� Ce - SNOW EXPOSURE FACTOR: 1.0 Appr: CAD: Auto Drawn: RRC Scale: AS NOTED Date: 7/28/03
oFFss►oNP I - SNOW IMPORTANCE FACTOR: 1.0
Ct - THERMAL FACTOR : 1.0 HAYES CONSTRUCTION GROUP, LLC.
0 ISSUED FOR APPROVAL 7/28/03 395 Big Bay Road (518) 792-9142 Phone Rev. /'1
25611 No. Revisions Date Queensbury, NY 12804 (518) 792-9162 Fox 0 /�