2008-575 (2) Al, \
ro p0
`1
APPROXIMATE i II. i
BOTTOM BANK
W 'At
p
hd �I
Lands N/F Z
o Jackson Lawrence nE
LINE �
� CIRS N84' '55,E 7 CIRF
/ and
Barbara G. Lawrence h n
y [� B.493, P.65 Q 0)
/ p 279-1-33 N
BROKEN
MONUMENT /
FOUND '00 WOOD
-, STAKE 84 O0 E o
B.Df ..., ... SET �
117.60' WOOD l[) _
STAKE
3,8fi `�'�++.. SET o
^� z,•, ' T SiORf- o o e- 369.57' 2 '� Lands N/F
DWELUNG o o '- — Craig T. Dougher
P i GARAGE 118.11" CIRS a n d
C� P P BIRD HOUSES Darl gher
B 856, 230
0� 3 WOOD
Acia STAKE 279.18-1-23
GAZEBO o SET
h Lands of O
o Judith M. Riccio
`" B.1067, P.211
279.18-1-11
= Area=1.7f Acres
BLACKTOP DRIVE
N84 00'00H
W
V
9 `..".++. B� SWING
IN 8.81, O^
IN CONC. WOOD MAP NOTES
/ STAKE 129.15' �.�.""'�,,,+ -E7 '
/ SET
WOODSTAKE
"-
SET WOOD �...9766'
STAK CIRS IN 1. NORTH ORIENTAPON IS PER THE SUBJECT DEED. ;
W SEAE 462.96' ROTTED
�i STUMP 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT
W OF TITLE OR UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT
Lands N/F TO ANY STATEMENT OF FACTS SUCH DOCUMENTS MAY DISCLOSE.
0'/rn Jacklyn Barrett Shutts 3. SUBJECT TO ANY RIGHT, TITLE OR INTEREST THE TRAVELING PUBLIC, TOWN
o and OF QUEENSBURY OR STATE OF NEW YORK MAY HAVE OVER THE TRAVELED WAY
Glenn C. Shutts OF RIDGE ROAD OR TO ANY OTHER RIGHT OF WAY OF RECORD.
B.1224, P.90
279.18-1-12
MAP REFERENCES
1, MAP OF A SURVEY OF TWO PARCELS OF LAND TO BE CONVEYED IN THE
/ TOWN OF QUEENSBURY, COUNTY OF WARREN AND STATE OF NEW YORK
V( MADE FOR HAROLD A. JENKINS BY JOHN B. VAN DUSEN, LICENSED LAND
IPF SURVEYOR ON APRIL 3, 1951 AND FILED IN THE WARREN COUNTY CLERKS
OFFICE ON MAY 17, 1951.
NOV6D 00 0 6
1�
1208 RIDGE ROAD
Survey of Lands of
"ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Riccio
MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS AJudlth M•
EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE
TRUE COPIES." NEW YORK STATE EDUCATION LAW."
DATE RECORD OF WORK DRN CHK APPR
TOWN OF: QUEENSBURY ALL POINTS N
NEW�� OF y ____-
O�QN P FLF`gyp �O�f SCALE: 1" -COUNTY OF: WARREN. N.Y.
LEGEND > , _ SO' Land Survey, PLLC W
I yl VY -: = E
................... CAPPED IRON ROD SET m tt
................... IRON PIPE FOUND 1:� 0 146 GAGE HILL ROAD _ _=
•.................. CAPPED IRON ROD FOUND �t• -� DRAWN BY: JPF -
IRON ROD FOUND 'P� SQ�19 �� LAKE LUZERNE, NEW YORK 12846
39............... TAX MAP SECTION-BLOCK-LOT
'�6................ DEED BOOK & PAGE LAND �J�Q� Phone: 518-696-7272
................... NOW OR FORMERLY THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE CHECKED BY: S
OVERHEAD UTILITIES INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE
.................. UTILITY POLE PURPOSE AGREED TO BETWEEN THE CLIENT AND THE UNDER-
SIGNED SURVEYOR EXCEEDS THE SCOPE OF THE AGREEMENT.
STONE WALL JOSEPH P. FUERST APPROVED BY:
DATE: 7-7-08 PROJ. NO. 08-013 DWG. N0. 08-013 SHEET 1 OF 1
PLS 50,419
°< ''�� ° ` •.�' Y >` .' .r""'" 'C.i.+'tiv.ws++��„rs
� {` ` 3 r� � E" r f i�• ��' .t ,+' ti } � ,,,.sly r v
4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION '' �t, �. ^" ' ;M`r'' ^'�• ^�=»"-=• "" ,�
FIELD; SEED AND ESTABLISH TURF 4 MIN TOPSOIL OVER THE �,; h ,, � �,, r ; f ., ,.
ENTIRE ABSORPTION FIELD; Al
SEED & ESTABLISH TURF OVERFILL TO ALLOW
FILTER FABRIC
FOR SETTLEMENT �. .
MIRAFI 140N OR EQUIVALENT
BACKFILL FREE OF > ` ` » + '` z ''°+ h•R
\ . :rind •�c „• N t t `Y hex s
STONES OVER 3" f r wti j
— I I—III—III—III—III—III \ � •:� '•`' Ld f'•�. .. � �' � ': `"` < '�� •+ r
ICI � � �, ' :E • .'. :� = ''` , ,"'�' •. ,, �;•,.,.
=1 I I=� I=1 I I=1 I I—I — �� �.b ..+ ".'': �° �*h ,..' : v h + r
;, ti { `{`. ivtg�y'r." aR.i+'.. '�.. •figs>�t A,:
12 MAX — — — — — o _�, •< � �,'`'""'^�. � 1�� 3.,.�� .�'• ....�,a++..,. ° r. 4 ��l'sr%.x�., sue' '�°- � z • ��.
— I=III-1 =__ •
6 MIN.
��n\ ^ � FILTER FABRIC �\2" MI,
wJ� /1 V � ON l� a4 a4 .4 ` •• •l r� •. '� :� Sal`Y•yV4` •y° A',+ 1✓h !�T•° +'° ',}y 4x' • •Pr..
2 MIN. L-�tiLL�OJJJJ��oo SLOPE o �00 MIRAFI 14 6-12
0 0 00 2 TRENCH WIDTH *S, .
OR EQUAL
13
APPROXIMATE BOTTOM OF
BANK PER MAP REFERENCE
r0ce
„ 0CpOOO6" Q/� 4 2 1 N.0 " PERFORATED PVC LATERAL,0z0�0 SLOPE 1/16" - 1/32" PER FT. END CAP O Oho 12" MIN. z , , .+ . .r
6„ O 0
DOO � � 0 �` .•. •4 r. m ,r ..+t?•$ f ,,+` 9s°�`C' ``+ � r:. �r^ 1 ..� ••-. `f '3/4" TO 1 1/2" Q o o •' #
CRUSHED STONE .,`
,. " �ti
ABSORPTION TRENCH PROFILE 3 4 TO 1-1 2
CRUSHED STONE
r +
TRENCH SECTION TIE LINE
ABSORPTION -
0EFFLUENT SEWER � � � ::�•� - � �,,,, . . . �� � � •, „.°% .. ....
4 PVC SCH 4
,. N TS .,
1 8 PER FOOT MIN SLOPE
r. e '
APPROXIMATE LOCATION OF EXISTING / ' ti.. �'' +^ti ��°Y „''`' '' ^^'" U
r ILA
WASTEWATER SYSTEM TO BE REMOVED PROPOSED DISTRIBUTION BOX LANDS N/F l l l {' ;_ "' ; • `
JACKSON LAWRENCE l F r,►'' .� '� .. s� .�; .� ..- 9rt:Y ,�'. .•. °-�.,°
PROPOSED ABSORPTION FIELD; AND
REPLACE EXISTING SEPTIC TANK ' ,
(4) PIPE-IN-STONE TRENCHES BARBARA G. LAWRENCE "' } ° •� < ' A~" - A• '
,� t"
WITH 1250 GAL PRECAST ._ '�. •� rMt 1f � "" �*"' • •:- i ,
CONCRETE SEPTIC TANK / f + �r ._•
® 50 EACH B.493, P.65
279-1-33 / . ,�... ;.....°.. .. ��.�. �•} � l � s _.....-,...•
LOCATION MAP SITE LOCATION
PBIRD HOUSES l NTS
FUTURE SECOND / LANDS N/F
— — � — / CRAIG T. DOUGHER
STORY ADDITION o�G \ — / AND WASTEWATER SYSTEM DESIGN SYSTEM INSTALLATION NOTES
/ DARLEEN M. DOUGHER
8.856, P.230 4 BEDROOM RESIDENCE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING
\ l 279.18-1-23
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF
\ 0 PROPERTY LINE TO
_ _ MAX. FAUCETS) HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM
GARAGE 36 SEPTIC SE BT ACK / DESIGN FLOW - 110 GPD/BEDROOM F481 INSTALLATION OF THERMOPLASTIC PIPE AND
/ SYSTEM DESIGN FLOW - 440 GPD CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
If /A 1 � -� SEPTIC TANK - 1250 GAL PRECAST CONCRETE AFTER EXCAVATION OF 2' WIDE TRENCH TO THE
LEACH FIELD - PIPE-IN-STONE
TPr1 ABSORPTION TRENCHES DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH
50' GAZEBO / DESIGN PERCOLATION RATE = 1-5 MIN/IN TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO
WELL TO SEPTI — / LOOSEN SMEARED SECTIONS OF TRENCH.
/ \ EXISTING WELL TRACK APPLICATION RATE= 1.2 GPD SF
LOCATION / 2' WIDE TRENCH LENGTH REQUIRED 184 LF PLACEMENT OF CRUSHED STONE, PERFORATED PIPE
\ USE 4 TRENCHES AT 50' LONG (200 LF) AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE
Q \ / 100' ' / WATER SUPPLY TO BE EXISTING ON-SITE WELL SHALL BE EXERCISED TO AVOID INCLUSION OF FINE
WELL T /TRENCH SETBACK /
GRAINED SOILS AND WASTE MATERIAL IN THE STONE
O �\ // � LANDS OF / SITE SOILS DATA AND PIPE.
0 JUDITH M. RICCIO
� i � B.1067, P.211 TEST PITS THE PIPE SHOULD BE LAID AT THE GRADES INDICATED,
/ .1067, .21 / MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT
'''' -- / TP-1 - 04/21/09 BY T. HUTCHINS, P.E. SAGS, HUMPS, SEPARATED JOINTS, OR OTHER
'� BLACKTOP DRIVE �' — — _� / AREA=1.7f ACRES
Q • / 0-11 - TOPSOIL UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH
a-- — / 11-32" CREDDISH OBBLESBROWN COARSE SAND, FEW HOLES DOWN IN ALL CASES.
SWING SET / 32-68" - MEDIUM BROWN COARSE SAND ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED
/ 68-90" - MEDIUM BROWN COARSE SAND WITH RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM
_ / COBBLES THE DISPOSAL FIELD.
PROPERTY 90-96 - LIGHT BROWN FINE SAND
LINE TO SEPTIC DO NOT USE HEAVY EQUIPMENT WITHIN THE
SETBACK ,
/ DRY ENTIRE DEPTH ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
SLIGHT MOTTLING ® 69"
/ THIS SYSTEM IS DESIGNED FOR WATER CONSERVING
PERCOLATION TESTS FIXTURES AND IS NOT DESIGNED TO ACCOMODATE
PT-1 - 04/21/09 BY T. HUTCHINS, P.E. EXTREME WATER USE OR EXTREME ORGANIC LOADING
STABILIZED PERCOLATION RATE: 1 MIN 33 SEC PER DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE
LANDS N/F INCH GRINDERS.
SITE PLAN JACKLYN BARRETT SHUTTS
AND ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER
SCALE. 1"=30' GLENN C. SHUTTS DDRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER
B.1224, P.90
279.18-1-12
THIS DESIGN IS SUBJECT TO STATE AND LOCAL
APPROVALS.
SUGGESTED: POLYETHYLENE
TOPSOIL; ,
APPROXIMATE EXTENSION TO GRADE WITH SEED & MULCH TYPICAL ABSORPTION
FINISH GRADE TAMPER RESISTANT ACCESS TO ESTABLISH TURF (4) REQUIRED AT 50' LONG EACH;
COVER AFTER FINAL GRADING SEE TRENCH DETAIL BACKFILL SOIL
RECORD DRAWING NOTE
GEOTEXTILE USABLE AGGREGATE 6' TRENCH SPACING (TYP.)-y
FILTER FABRIC SOIL I HAVE INSPECTED THE INSTALLATION OF THIS
SUGGESTED: INSTALL POLYLOK PL-122
12"f FILTER SUCH THAT IT IS READILY � REPLACEMENT SEPTIC SYSTEM AND IT IS MY OPINION
REMOVABLE THROUGH TANK ACCESS THAT IT IS INSTALLED IN GENERAL CONFORMANCE WITH
THIS RECORD DRAWING.
° • Q COVER PRECAST CONCRETE 6-12 6„MIN 18-30" G THOMAS HUTCHINS, P.E.
4" PVC SCH 40 3.. DISTRIBUTION BOX 0 0 2 MIN" 8/7/2009 n/7 2
INLET 12-18 V !S
a
OTLET
MIN. SLOPE LIQUID LEVEL 4U PVC SCH 40 EFFLUENT SEWER, ® ® ' AUG�-- 24 2 MIN. TD 2009
1/4" PER FOOT
GROUND WA TER,
15" 1/8" PER FOOT MIN SLOPE BAFFLE °
18"MIN. BEDROCK, TOWN OF QUEENSBURY
OR OTHER
WATERTIGHT ALL OUTLET INVERTS TO BE SET IMPERMEABLE LAYER BUILDING x CODES
SLEEVE AND SEAL AT EXACTLY THE SAME ELEVATION;
USE SPEED LEVELERS
4" PVC SCH-40 SOLID HEADER
0 0 o TO PERFORATED TRENCH PIPING,
1250 GAL PRECAST-1 � '� co 1/8" PER FOOT MIN SLOPE ABSORPTION FIELD SECTION
CONCRETE SEPTIC TANK N rs TAX PARCEL # 279.18-1-11
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
a a
SEPTIC TANK NOTES
1 RECORD DRAWNG 81712009
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH
AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 0 ISSUED 04/29/09
No. Revisions Date
2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL
CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A
STABLE BASE. WASTEWATER SYSTEM REPLACEMENT
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR JUDITH M. RICCIO
H-20 WHEEL LOADING.
1208 RIDGE ROAD
4. ALL JOINTS MUST BE SEALED.
SEPTICTANK DETAIL Town of Queensbury, Warren County, New York
NTS MAP REFERENCE. Drawn: CCW Checked: GTH Scale: NOTED Date: 4/21/2009
"SURVEY OF LANDS OF JUDITH M. RICCIO" DATED JULY 7, 169 Haviland Road
2008, PREPARED BY. ALL-POINTS LAND SURVEY, PLLC., Queensbury, NY 12804 29386-01
146 GAGE HILL ROAD, LAKE LUZERNE, NY 12846 Hutchins En ineerin (518) 745-0307 Phone
g 9 (518) 745-0308 Fax
i
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD
SNOW DESIGNFROST LINE DESIGN UNDERPAYMENT FLOOD FRAMING NOTES GENERAL NOTES
LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARD'S
60 90 C Severe light to Stight To'---1-0 -24' o >« ALL FRAMING LUMBER MUST BE #2 AND BETTER SPF KD A ALL CANTILEVERS TO BE A 3d RATI❑
Moderate Moderate OR BETTER.
w TOP OF FOUNDATION MUST BE MIN, OF 8' ABOVE GRADE
A ALL SHEATHING MUST BE APA RATED
0 GRADE MUST SLOPE 6' IN 10' FROM ALL SIDE OF BUILDING
* ALL STUDS, JOIST, & RAFTERS 16' O.C, UNLESS
OTHER WISE STATED, TRUSSES SPACED ACCORDING TO * ALL BEDROOMS MUST HAVE AT LEAST ONE EGRESS OPENING
MANUFACTURES SPECIFICATIONS, CLEAR OPENING 5,7 SO, FT. ABOVE AND BELOW GRADE
CLEAR OPENING 5.0 SQ. FT, AT GRADE
FLOOR JOIST MUST BE DOUBLED UNDER PARALLEL PARTITIONS, MIN. 20' WIDE AND 24' HIGH
BATH TUBS AROUND ALL FLOOR OPENINGS,
TO BE PROVIDED IF
NOTES FROM DESIGNER SAFETY GONESPANE IS MORE THAN I9 SQ, FT,
GLASS IS 18' OR LESS
w ALL LUMBER IN CONTACT WITH CONCRETE ❑R GRADE
Structure Must be reviewed by a licensed engineer, MUST BE TREATED, GLASS 1S WITHIN 5' OFF TUB OROOR SHOWER
Designer is not responsible any alteration to plan m HEADERS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS EXHAUST FANS TO BE VENTED TO OUTSIDE
Made on site. Do not scale, WILL DOUBLE 2X10 WITH 1/2 PLY WOOD FILLER UNLESS STATED
OTHER WISE.
W SMOKE DETECTOR DIRECT WIRED WITH BATTERY BACK UP.
HEADERS WIDER THAN 610' WILL BE (3) 2X10 WITH 1/2' ONE IN EVERY BEDROOM,ONE ON EACH FLOOR ,AND
TILLER UNLESS STATED OTHERWISE, WITHIN 10' OF BEDROOM DOOR IN HALLWAY ,AS WELL AS BASEMENT
* ALL OPENINGS WIDER THAN 410' MUST BE SUPPORTED M CARBON DIOXIDE DETECTOR ON LOWEST SLEEPING LEVEL
PY 2 JACK STUDS ON EACH SIDE, w ATTIC ACCESS 30'X22' NOT IN CLOSET
o EXTERIOR WALLS WILL BE 2X6 AND INTERIOR WALLS WILL BE w CRAWL SPACE ACCESS 18'X24' MIN.
2X4 UNLESS STATED OTHERWISE.
0 GARAGE FIRE CODE 5/8' TYPE X GYP, BD,. ON WALLS AND
m PROVIDE BRIDGING AT MID SPAN OF JOIST 10' OR LONGER CEILING, TYPE X GYP. BD„ ON HOUSE SIDE ON COMMON WALL,
3/4 HR. FIRE RATED DOOR SYSTEM WITH SELF CLOSING
* ALL SUPPORT COLUMNS MUST MAINTAIN SOLID BLOCKING TO HINGES IN WALL COMMON WITH HOUSE,
FO❑TING OR FOUNDATION x ICE AND WATER BARRIER COVERING 24' HORIZONTALLY FROM
w ALL INTERIOR DOORS SHOULD BE PLACED 6' FROM CLOSET OUTSIDE EDGE OF EXTERIOR WALLS
!HTERSECTING WALL IF DIMENSION NOT PROVIDED x ALL STAIRS SHALL HAVE CLOSED RISERS AND BE EQUIPPED WITH
` HANDRAIL PLACED 34' TO 38' ABOVE NOSING
0 ALL EXTERIOR STEPS AND RAILINGS WILL BE DETERMINED
BY FINAL GRADE
NOTICE
—' v AF= PAPER INSULATION t�U'_;T ''
COVERED BY NON-COMBUSTIBLE BARRIc
NOTICE
r r P ri
FOAM INSULATION MUST BE COVER
Y A 15 MINUTE THERMAL C :
NOTICE
SMOKE DETECTORS ARE REQUIRED IN BEDROOMS,
ADJACENT TO BEDROOMS, AND ON EACH FLOOR LEVEL
INCLUDING CELLAR OR BASEMENT. ALL SMOKE
DETECTORS SHALL BE INTERCONNECTED ON ALL LEVFLS.
ALL SMOKE DETECTORS MUST BE BATTERY BACKUP.
CARBON MONOXIDF CE T ECTOR REQUIRED OUTSIDE
o
O,
TOWN OF WEENSBURY BUILDING DEPARTMENT
Based on our limited examination,
our comments shag
compliance with
not be confuted as indIc aU
Plans and s
PecNicaflons we in f1M
canpliance with the Building Codes(f
New Yostaab. 0� - :-
7 S (01416v
'TOWN 1= QU ENSB HILLTOP CONSTRUCTION CO.
8UILDII G RY
p
6+1+'I+ W@d 6a d#0 by
Date. JIM THOLL & JUDY RICCIO 1C2uas
tt �
COPY
1208 RIDGE ROAD pa
COVER PAGE
1 of 4
i
WEST ELEVATION NORTH ELEVATION
1E] I 1JE --
EAST ELEVATION SOUTH ELEVATION
�`
HILLTOP CONSTRUCTION CO.
4 ' vin
i dm"Wayvens
JIM THDLL & JUDY RICCI❑ a
10/23/00
All 1208 RIDGE ROAD Paa
(v Vl F ELEVATIONS 2 of 4
Window & Door Schedule
IF WINDOW SCHEDULE IS CHANGED VENT,LIGHT,AND EGRESS MUST BE RECALCULATED -
LIGHT AND VENT SCHEDULE
LIGHT VENT U—FACTOR
ROOM UNIT R.D. QTY, CLR, ❑PG. LIGHT VENT
BED RM, #2 3050 DH 3'0 1/4" X 5'0 1/2" 2 5,8 11,6 5,8 ,35
ROOM SQ. FT, NEEDED ACTUAL, NEEDED, ACTUAL. EGRESS ,
BED RM. #2 3050-2 DH 6'0' X 5'0 1/2' 1 5.8 23,2 11,6 ,35 BED RM, #2 182 145 46,4 7,3 23.2 5.8BED RM, #3 190 I5,2 28,3 7,6 14,2 5,8
BED RM, #3 3050-2 DH 6'0' X 5'0 1/2' 1 5,8 23,2 11,6 .35
BED RM, #3 2630 DH 2'6 1/4' X 3'0 1/2' 1 2,6 5.1 2,6 .35 4
BATH RM, 12430 DH (TEMP,) 2'4 1/4' X 3'0 1/2' 1 2.35 4,7 2.35 .35
SILVER LINE 3900 SER„ DOORS ARE THERMA-TRU
•
• 3,_6,
r-ar ,o
s'-6r a
s'
2/6 Re' 31 ^1 3'
4 � 1o'-low
2/, 6
�4 g,
,_4,
ATTIC
ACCESS
19' 7'-111' 18'-1'
BED #2 14'-7r BED #3 12-3
12'-9r
a
BED ROOM
(rats floor to match bath room)
ni
3'-6k 3/0
remove existing 3'-3•
door 3050-2 14'-6'
3030-2
remove Go in
existing rails remove S'-llr 16'-5' 7'-7r
existing walls
30'
3 PLY Ilk LV 4
SECOND FLOOR PLAN
�--- B A T
add columns In existing
walls under flush beam
TNA0jct Ji0 W 6/0
4'-2'
"No w 30
MINIMUM BATHROOM FIXTURE CLEARANCES
• 9'-2' 9'-2'
4, 4114- 4' �— 2' 4' 2'
tQ+ end of Second
floor ad AtIon
•
min, 30 x30
min. 21'clearance 2' shower
at lavatories
4'-4V
•
4
FIRST FLOOR PLAN
HILLTOP CONSTRUCTION CO.
drawn by
JIM THOLL & JUDY RICCIO a
lG/21/G9
scae
Aof 1208 RIDGE ROAD Pago
FPLAN VIEWS 3 of 4
12
6 +/-
<f field verify)
plywood with h clips, grace Ice &
water 2 rows on eaves, 15 lb. felt,
galy, drip edge, and 30 yr arch
shingles with Master ridge vent engineered trusses 24' o.c,
2x6 sub fascia, aluminum
fascia, with vented soffit 5/8' gyp, br, with
to Match r38 Ins, & proper
vent flash existing roof to new
wall with aluminum flashing j
2x6 wall 16' o.c., r21 Ins, 4-mll poly, 2x4 wall with,
osb, siding to Match with tyvek, nd gyp' br'
and �' gyp brd, existing roof
Caprox, 6-12
a f field verify)
" advantech
9'-2'
r30 Ins. & sof fit 1b' t j 560 ser,
to match 16' o.c,
existing existing wall
wall 61-940
0
3'-4'
existing
existing existing f and t
foundation ion
foundationOV
4111
SEC ❑ ND FLOOR PLAN l�lZi�
HILLTOP CONSTRUCTION CO.
drawn by
JIM THCILL & JUDY RICCIQ I,/
sca r
1208 RIDGE ROAD pace
SECTION
4 of 4
A complete TJ-%pertg framing plan requires the iLevel® Framer's Pocket Guide
See iLevel® Framer's Pocket Guide for Product Trademark Informationf -- `TJ-Xpert
i
Tres Joist
rim board
HANGER LIST - United Steel Products Company@
A3 Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
30' H1 13 THF35925 12-10d x 1-112 2-10d Common (2)
13, 8 1/2" I• 16, 3 1/2" H2 8 THF35925 12-10d Common 2-10d Common (2)(5)
Hanqer Notes:
(2) Web-Stiffeners Required
(5) Backer Blocks Required
Rol 5 1/16" 4 13/16"
A3 2"
Web stiffeners 8"diameter maximum hole for _ ]a
side art�EiW 1P1"-20"deep blocking panels: ! i 16.26^ =1; _ — 1—_. -:..-n=2�__�__
6 diameter maximum for
blocking panels 9W deep or
shorter than 12'tong. JOIST AND BEAM LIST
Do not art flanges, ffi ! ! i ! i i '
Plot ID Length Product Plies Qty
A20 20' 11 7/8" TJI 560 joist 1 20
! I I II I I ! I
A18 is, 11 7/8" TJI 560 foist 1 2
I � i ( • I !,i! I I II I i A6 11 7/8 TJI 560 560 foist 1 2Trim Joist rim 1 7/8" TJI
11board 15.74„I H2 Ml 18, 13/4" x 7/8" 19E Microllam LVL 2 2
ACCESSORIES LIST
Bbl 1' 2x6 Backer Blocks
1 16
n2o ! co ! ! i I j i ! r Wbl 8 7/8" Zx4 Web Stiffeners 2 42
i I r ago , , ; ! °D �• Rml 16, 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 6
'o Bkl 1' 1/2" 11 7/8" TJI 560 Blockinq Panels 1 22
I ! I Bkl* 1' 6 1/2" 11 7/8" TJI 560 Blocking Panels 1 1 I I I I II I� j i I I I i I I ane 1 !
Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 18
16" !
Bk , Random length blocking panel cuts
f Bk Blocking Panels; Pin, Rim Board
1 I
a4
--M 1 i
Filler block:Attach with tenI-ffi-I
10d(3 b c nails,clinched. I i ' i ! . • ! ! ! Hz
! !
Use ten 16d(3}2")box r14ilS 16.26" 16,26, I ! I
from each side with 3�" I i j ! i AS I I I I
TJI+joist flange widths.Use sx1
fifteen nails with TJV joist Bach block:Install
depths greater than IV. '
ti t to top f kinge i I
_ I I ---�
(tight to bottom f � � � ! I ! ! I ! I I � I I I
with face niount -- - -
hangers).Attach with �2� E1 - --- -- ---- � I
>�
ten 10d(3')box nails,
clinched when possible. CREATED BY
Backer block I 30' I Clirt46oLBt iaeBavuRoaabury
both skies of
web w Sf1KJle Quee urv, NY 12809
t518)792-8601
FAX: (518)792-8603
TJP joist
O ---
LEVEL NOTES �=•'" r�,� ���-�,'�-.
t
File Name: HILLTOP-RICCIO.JOB
Level Name: Main Floor
`v
Plotted: 10/20/2008 08:39
Desion Status:
Main Floor.....10/20/2008 07:20 a se
Roof...........10/16/2008 13:33 (�
NAILING REQUIREMENTS
NOTE: Level design times indicated above provide
assurance for
proper level stacking.
Design Methodology: ASD
WARNING T�i®foists at bearings: Two 8d(�")box nails(1 each side), 1Y" Floor Area Loading 19:
minimum from end. 40psf Live Load and 12 psf Dead Load )�
Joists are unstable until braced laterally Maximum Joist Deflection:
L/480 Live Load
Bracing Includes: Blocking panels,rim joist or rim board to bearing plate: L/240 Total Load
TJ-Pro Rating Information:
• Blocking - Sheathing TJIw blocking panels or rim joist: 10d(3")box nails at 6"A.C. Weiahted Average: 52
DO NOT allow workers • Hangers a Pim Board " " Lowest Ratinq: 49 SYMBOL LEGEND
Strut Lines a Rim Joist DO NOT stack building This Joist rim board:Toenail with 10d(3 )box nails at 6 o.c.or Highest Ratinq: 72
to walk on Joists 16d 3Y" box Waits at 12"O.C. Glued 6 Nailed Decking is Required n Point Load
I mete dgils on unsheathed ( 2 ) Direct ADDlied Ceiling is Not Rewired
until braced. joists.Stack only over Shear transfer. Connections equivalent to decking nail schedule. Floor Decking: 23/32" Panels (24" Span Rating) __ Line Load
INJURY MAY RESULT. b"ms or walls. Normal O.C. Spacing - 16"* r_: Area Load
WARNING NOTES: Rim board,rim joist or closure to TJI 0 Joist: *Unless noted otherwise O Detail Callout Label
proper g g IY/4"width or less:Two 10d 3" b p y 11 1 (See Framer's Pocket Guide)
Lack of concern for ro er bracing curia construction can result in serious accidents. ( )box nails,one each at to and Layout SCAT@: " a Rewired Bearing Length in inches
b Under normal conditions if the following guidelines are observed,accidents will be avoided. bottom flange. (Adeauate bearing has been Drovided if
e. bearing length is not indicated.)
biodd g,hangers,rim boards and rim joists at the end supports of xte TJI . 21160 thru 2112"widths:Two 16d(3Y2")box nails,one each at top and
SYSTEM WARNINGS 2.ateralands ��dY a1HadRey es bottom flange.
sbength,h7ke a braced end wax or an existing deck,must be estabxstied at t ends he of the bay.This can also be aoConrpisired
c� by a temporary or permanent deck(sheathing)fastened W the first 4 fat of joists at the end of the bay. 311"width:Toenail joist to rim joist with one 10d(3")box nail each Page 1 Of 1
�2 Do not snl ice Parallel Closure less than 3.Safety bracing Imes of ixii(mUilmum)must be noW to a braced end wal or sheexted area as 6r note 2 and Eo each joist.w1ftut tFtls side of joist top flange. g
three times the cantilever length fro a. btrM"sidewaysOrrWoverIsMyPmbableunder >
face of cantilever's support. Irgfrtconslitrctiatbads-tikeaworkerotonetayerofuutexed .
4.Sheathing FmW be(many attached to each TJI a Joist before addiMnal toads can be prated on me system. FOR THE TJ-XPERT WARRANTY
S.Endo of canWevers require safety bracing on bom Ora top and boiloer flanges. 2x4 minimum squash blocks: Two 10d(3 )" box nails,one each
S.The flanges must remain straight witmt a toierance or >I"ham tn,e Mignment. at top and bottom flange. SEE FRAMER'S POCKET GUIDE
TJ4P4rt 6.45(114684)C6.45 D&45$6.45 P6.45
f
i