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♦ r , , NEW YORK STATE_DEPARTMENT OFK , /
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3-HR CMU FIREWALL
GENERAL NOTES py
T/CMU
12 1 1 1 1 1 — — DESIGNED IN ACCORDANCE WITH 2O07 BUILDING CODE OF NEW YORK STATE. Y
g 5 DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS OR Q
20'-0" CDELEVATIONS. 3
DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL MEMBERS. CONTRACTOR SHALL NOTIFY ENGINEER OF Q
10'-0" 10'-0" PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS OR MATERIALS SHOWN ON THE DRAWINGS AND MAKE H
ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER.
TOWN OF QUEEWSURY BUILDING DEPAR ENT ■
THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL Based on ou! limited examination,
EXISTING BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. 0
compliance with our comments shall
r - not be ..onstrued as indicating the
MODERNVIEW 3050 Zfl BUILDING cb
(R.O. T-0"X 5'-0") (BEYOND) FOUNDATION NOTES: f g W
Mans an° specifications are in full V (Di
BEAR FOOTINGS ON FIRM UNDISTURBED SOIL. FOUNDATIONS HAVE BEEN DESIGNED FOR A PRESUMPTIVE SOIL 9bI Ni2fIc:e with the Builcing Cod83 j c
New Yorx state. > rn
BEARING PRESSURE OF 2000 PSF IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. W c
0 2X4 EXTERIOR WALLS EXISTING 1-STORY
or
N N
OFFICE BUILDING 9'X 7'OH MINIMUM DEPTH OF EXTERIOR FOOTINGS FOR FROST PROTECTION IS 4 FEET BELOW FINISHED GRADE, UNLESS -NJ0
DOOR ENTIRE STRUCTURE IS FULLY BEARING ON SOUND BEDROCK. w
T/FOUND WALL LAP FOOTING AND WALL REINFORCEMENT 2 FEET AT SPLICES. PROVIDE CORNER BARS THE SAME SIZE AND NUMBER
. ■
8' — — AS CONTINUOUS REINFORCEMENT, LAPPED 2 FEET WITH MAIN REINFORCEMENT.
MATCH EXISTING) ■� _
EXCAVATIONS SHALL BE LAID BACK TO PREVENT SLOUGHING IN OF SIDES. MAINTAIN SIDES AND SLOPES OF Lu
EXCAVATIONS IN STABLE CONDITION UNTIL COMPLETION OF BACKFILLING. FOUNDATION EXCAVATIONS SHALL BE L) N
HAND TRIMMED TO REMOVE LOOSE MATERIAL OR RIDGES LEFT BY EQUIPMENT. W 3:0 W UTILITY L
o BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE WELL-DRAINING, SOUND, DURABLE,AND FREE OF W
o = X LU GARAGE 2 �1/4
FT ELEVATION ORGANIC OR OTHER DELETERIOUS MATERIALS. INSTALL BACKFILL EVENLY ON BOTH SIDES OF WALLS WHERE �� Ill 0
—� NECESSARY TO PREVENT DISPLACEMENT OF CONSTRUCTION. FINISHED GRADE AT PERIMETER OF FOUNDATION W
�' , J SLOPE MIN. 1/8"PER FOOT S-2 =1'A( 1 -0" SHALL BE SLOPED TO DRAIN SURFACE WATER AWAY FROM BUILDING. THE GRADE AWAY FROM FOUNDATION WALLS
X .
rn
N SHALL FALL A MINIMUM OF 6 INCHES WITHIN FIRST 10 FEET. 19 >
PLACE INTERIOR BACKFILL AND SLAB SUBBASE MATERIAL IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH LLj
■
AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY.
CONTRACTOR TO INSTALL O o
THRU-WALL FLASHING AND LAP ALL CONCRETE SHALL BE CURED. CURING SHALL TAKE PLACE IMMEDIATELY FOLLOWING CONCRETE PLACEMENT. z cV °D rn C
W/ROOF FOR WATER-TIGHT JOINT FDN WALLS SHALL BE FORM-CURED A MINIMUM OF 3 DAYS(5 DAYS DURING COLD WEATHER)AND SLABS SHALL BE ? , N CV
-5:12 EACH SIDE OF FIREWALL SHEET-CURED A MINIMUM OF 5 DAYS. O = Z 05 N 0) Q
r 30 VAPOR RETARDER SHALL BE INSTALLED BELOW SUBBASE IF INSTALLED AFTER BUILDING IS ENCLOSED AND vi Cy
O WATER-TIGHT. IF SLAB IS INSTALLED PRIOR TO ROOF CONSTRUCTION, THEN INSTALL VAPOR RETARDER DIRECTLY v00
10BELOW SLAB ABOVE SUBBASE JUST PRIOR TO PLACING CONCRETE. MEASURES SHALL BE TAKEN TO KEEP SUBBASE N
DRY UNTIL CONCRETE PLACEMENT. I D 2 c
MODERNVIEW 3050 > 0 tL li
WOOD FRAMING NOTES L to
1 (R.O. 3'-0"X 5'-0") I I M NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 CONTAINED IN THE BUILDING CODE OF
EXISTING NEW YORK STATE. ALL FEDERAL,STATE,AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
f� BUILDING OF THE BUILDING DETAILS AND SPECIFICATIONS
/ J�Q� USE PRESSURE-TREATED WOOD FOR ALL TIMBER ELEMENTS EXPOSED TO WEATHER OR IN CONTACT WITH SOIL,WATER, HEREIN.IF DISCREPANCIES BETWEEN THE CODES
i �cq/ o CONCRETE, OR MASONRY.
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST,THE MORE
FLOOR PLAN G 8"CMU FIRE WALL STRINGENT SHALL APPLY UNLESS THE INFORMATION
�`�`� w/3-HR RATING SILL PLATES SHALL BE ANCHORED W/j 0 ANCHOR BOLTS WITH MINIMUM 8"EMBEDMENT INTO CONCRETE OR SOLID GROUTED OHOWN,DESCRIBED, IMPLIEDISA VIOLATION
OF THE CODE,IN WHICH
CASE THE CODE OR
CORES AND BOND BEAM. INSTALL @ 48"O.C.AND AT CORNERS,WITH MINIMUM 2-BOLTS PER SILL. REGULATION SHALL TAKE PREFERENCE OVER PLANS.
METAL-PLATE CONNECTED WOOD TRUSS NOTES DIG SAFELY NEwYORK
PLAN NOTES CALL BEFORE YOU DIG
WAIT THE REQUIRED TIME
1.ALL EXTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. TRUSSES SHALL BE CAPABLE OF SUPPORTING A TOP CHORD ROOF SNOW LOAD OF 50 PSF,TOP CHORD DEAD LOAD OF 10 PSF, CONFIRM UTILITY RESPONSE
NOTICE RESPECT THE MARKERS
2.WALL DIMENSIONS INDICATED ARE TO FACE OF STUD, AND BOTTOM CHORD DEAD LOAD OF 10 PSF. DESIGN TRUSSES FOR BALANCED SNOW LOADS AND UNBALANCED SNOW LOADS _DIG WITH CARE
UNLESS NOTED OTHERWISE. (TWO SEPARATE LOAD CASES) IN ADDITION TO DEAD LOADS. MAXIMUM TRUSS DEFLECTION SHALL BE U360 FOR SNOW LOAD
3. TYPICAL WALL HEADERS SHALL BE BUILT-UP (2)2X10, UNLESS FOAM INSULATION MUST BE COVERED
AND U240 FOR TOTAL LOAD. CT USED FOR DESIGN SHALL BE 1.2. SAFE DIGGING IS EVERYONES RESPONSIBILITY!
FRONT ELEVATION PLEASE CALL 1 fe°°-962ork.c BEFORE YOU DIG.
NOTED OTHERWISE. wSITwww.digsateynewyoiic.com FOR ADDITIONAL
4. INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS BY A 15 MINUTE THERMAL BARRIER COMPLY WITH ANSI/TPI-1"NATIONAL DESIGN SPECIFICATION FOR METAL-PLATE CONNECTED WOOD TRUSS CONSTRUCTION", INFORMATION.
WITH MINIMUM 1 1/2 INCHES BEARING. 1/4"=1'-0" LATEST EDITION.
5. INSTALL HEADERS AT LOAD BEARING WALL OR BEAM LOCATIONS IT IS A VIOLATION of SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
WITH MINIMUM 3 INCHES BEARING. FABRICATION AND ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH QUALITY CONTROL MANUAL OF THE T.P.I. FOR ANY PERSON,UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT IN ANY
CONTINUOUSLY BRACE TRUSS BOTTOM CHORDS WITH FLAT 2-INCH BY 4-INCH BRACING AT APPROXIMATELY 8 FEET ON CENTER, WAY.IF AN ITEM BEARING THE SEAL OF AN
NOTICE LOCATED AT OR NEAR PANEL POINTS. PROVIDE DIAGONAL BOTTOM CHORD BRACING BETWEEN HORIZONTAL BRACING FOR FULL ENGINEER IS ALTERED,THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
WIDTH OF BUILDING AT END NON-BEARING WALLS AND AT 20 FEET ON CENTER THROUGHOUT LENGTH OF BUILDING. PROVIDE NOTATION"ALTERED BY"FOLLOWED BY HIS
PAPER INSULATION MUST BE CONTINUOUS VERTICAL 2-INCH BY 4-INCH DIAGONAL CROSS BRACING NAILED TO EACH TRUSS DIAGONAL FROM RIDGE TO SIGNATURE,THE DATE OF SUCH ALTERATION,
BOTTOM CHORD OF TRUSS. ONE PAIR OF DIAGONAL CROSS BRACING REQUIRED FOR EACH SIX TRUSSES. FIRMLY SECURE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
D BY NON-COMBUSTIBLE IMP "'r f4 BRACING TO GABLE END WALLS.
DOWEL FOOTING REINF. INTO
EXISTING MIN. 6"EMBEDMENT FURNISH GABLE END TRUSSES WITH VERTICAL 2-INCH BY 4-INCH MINIMUM STUDS AT 24 INCHES ON CENTER. TOWN OF 4�/
TRUSS MANUFACTURER TO DESIGN AND SPECIFY ALL TRUSS CONNECTIONS, HANGERS,AND ETC. REQUIRED BETWEEN BUILDING INDICATED TRUSS COMPONENTS. •
THE TRUSS LAYOUT SHOWN IS FOR REFERENCE ONLY. Reviewed BTHE TRUSS MANUFACTURER AND DESIGNER SHALL DETERMINE TRUSSES SHALL BE DESIGNED WITH A PINNED SUPPORT AT ONE END AND A ROLLER SUPPORT AT THE OPPOSITE END SUCH Date;
FINAL LAYOUT OF TRUSS FRAMING. CONTRACTOR SHALL REFER 20'-0" 10" THAT A ZERO HORIZONTAL FORCE RESULTS.
TO TRUSS DRAWINGS SUPPLIED BY MANUFACTURER FOR
FINAL LAYOUT, DESIGN,AND INSTALLATION INSTRUCTIONS. TRUSS MANUFACTURER SHALL SUBMIT TO DESIGN PROFESSIONAL ONE COPY FOR REVIEW OF TRUSS LAYOUT PLAN, STAMPED ENGINES STAM :
- AND SIGNED CALCULATIONS,AND INSTALLATION INSTRUCTIONS PRIOR TO FABRICATION.
ICE AND WATER SHIELD — — — — — — — — — — — — — — - - - - - - -
-I MATERIAL PROPERTIES: ,. 0� ,r
EXTEND MIN.2'-0"BEYOND / - ;,. ,'?.,,
INSIDE WALL LINE(TYPICAL) I — — — — — — — — — — — — — — — — — — CONCRETE: FOOTINGS, FOUNDATION WALLS,AND INTERIOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE IFTHES ON THIS NOTWBLUE
SEE NOTES FOR MORE F Q STRENGTH F'c AT 28 DAYS OF 3000 PSI. SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH F'c AT 28 INK T S DHEORIGIN LfAY .DAN ILLEGAL
fTION
EXISTING 1-STORY COPY A I E THE ORiGINA[P' DOCUMENTS
I I I DAYS OF 4000 PSI. NOT AI AMPAND SIGNA RE � ULD NOT BE
INFORMATION EDT B T OR FOR C�OS'IRUCTION.
PRE-MANUFACTURED ROOF 8'FOUND WALL OFFICE BUILDING CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55,A MAXIMUM 5 INCH SLUMP,AND SHALL HAVE 5 TO 7 -
TRUSSES AT 24"O.C. (TYP.) (TYPICAL) PERCENT ENTRAINED AIR(ASTM C 260)AT EXTERIOR EXPOSED LOCATIONS.
SEE NOTES FOR MORE INFO. I I o °
4"THICK CONCRETE SLAB ON REINFORCING: DEFORMED BARS;ASTM A 615, GRADE 60.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I GRADE OVER 6"COMPACTED #4 X 4'-0"LG DOWELS '--.--.—
SUBBASE AND 10 MIL V.B. 4'-0" AT 24"OC LAPPED WITH WIRE MESH FOR SLABS: 6X6-W2.9XW2.9-FLAT SHEETS LAPPED 6".
1 I I FOOTIN MASONRY WALL DANIEL W.RYAN,P.E.-LICENSE#NYS 079060
I I UTILITY I REINFORCING MISC. WOOD FRAMING: NO. 2 OR BETTER, SPRUCE-PINE-FIR(SPF). PRESSURE TREATED LUMBER SHALL BE MINIMUM NO.
EXISTING 1-STORY 1'-2-- 2 OR BETTER, SOUTHERN PINE. REVISIONS
I I OFFICE BUILDING o Q 1 GARAGE I 6
FDN.WALL
12' I I 1 1 1 I o UNEXCAVATED ( 2 J ROOF SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 32/16 (15/32"MIN.THICKNESS)
(TYP. U.N.O.) I I I I I N rn ( I SLOPE MIN. 1/8"PER FOOT S-2 5
CONCRETE BLOCK:ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI, NORMAL WEIGHT. FOR FIRE
( I I I I NOTCH TOP OF FOUNDATION #4 X 2'-0"LG. DOWELS @ WALLS MINIMUM RATING SHALL BE ACHIEVED BY EITHER GROUTING SOLID, OR PROVIDING CMU WITH HOLOW CORES 4 Z
1 1 5:12 I I WALL(-0'-4")BELOW TOP I 16 O.C. DRILL AND EPDXY MEETING THE MINIMUM EQUIVELANT THICKNESS REQUIRED FOR THE RATING SPECIFIED. 3 w
1 I I OF SLAB ELEVATION INDICATED INTO EXISTING CMU FDN z
I ( I I I I I MORTAR:ASTM C 270 OR ASTM C 1142, TYPE S.
AND OVERPOUR CONCRETE
CONTINUOUS I I WALL W/HILTI HIT HY-20 2 z
RIDGE VENT I SLAB. SEE TYP. DETAILS (TYP. I ADHESIVE W/SCREEN w
AT SHADING) ®— TUBE(TYPICAL 2 LOC'S.) GROUT:ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI,8-10 INCH SLUMP. 1 5
ANCHOR BOLTS:ASTM A 307,GRADE A. SCALE: AS NOTED
z
1 I 1 I I I O I MASONRY NOTES DATE: 11/30/09 0
I I -0 I z
I I I I I L — — — — —vlc� — — — — — — — — — — — — — — MASONRY WALLS SHALL HAVE STANDARD WEIGHT JOINT REINFORCEMENT EVERY SECOND COURSE AND TOP TWO DRAWN BY: VISION
COURSES UNLESS NOTED OTHERWISE. LAP SPLICE JOINT REINFORCEMENT A MINIMUM
PREFABRICATED CORNERS AND TEES. F EES.JOINT REINFORCING SHALL BE GALV. 9 GA. LADDER TRUSS TYPE.6 INCHES, ALLY. USE PROJECT:
- =W
5:12 1 R.O 3" i c °x w
GROUTING SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF NCMA-TEK 3-2, GROUTING CONCRETE MASONRY JOHN BURKE APTS
16 X10 CONTINUOUS CONC. <) WALLS". STOP GROUT 2 INCHES BELOW TOP OF BLOCK AT EACH LIFT TO ENABLE AN INTERLOCK WITH NEXT LIFT. 0
1 1 I FOOTING WITH (2)#4 REINF. S-2 I BURKE DRIVE W
CONTINUOUS(TYPICAL) L — — __j
PROVIDE BOND BEAMS AT TOPS OF WALLS AS DETAILED. LOCATE REINFORCING BARS 3/4-INCH CLEAR FROM INSIDE o
I ( I 8- t 2" FACE OF FACE SHELL(EXCEPT CENTER REINFORCING IIN BOND BEAMS DETAILED TO HAVE ONLY ONE BAR). DRAWING TITLE a cs
ALIGN FDN WALL W
— — — — — — — — — — — — — — — — — — — — — — FOUNDATION PLAN W/EXISTING STRUCTURAL DRAWINGS DO NOT SHOW FLASHINGS,WEEPS,AND DRIPS; HOWEVER,THEY ARE ESSENTIAL TO r
I 1 I PLANS, NOTES
MAINTAINING THE WATERTIGHTNESS AND INTEGRITY OF THE BUILDING AND PROTECTION OF THE STRUCTURAL
L_ — — — — — — — — — — — — — — — — — — — 1/4"=1'-0" MEMBERS. WEEPS SHALL BE INSTALLED IN HEAD JOINTS AT BASE OF CMU WALLS AT 24"OC. PROTECT OPEN CORE AND ELEVATIONS 0
BASES FROM FILLING WITH MORTAR DROPPINGS DURING INSTALLATION. 0 w
wz
m0
VENTED SOFFITX co
DRAWING NO.
EACH SIDE ROOF PLAN TOWN OF QUEENSBURY J 1
gj W
S O
FIRE MARS 'S OFFICE (D7-5E� DWG 1 g°
z=
REVIEWED p1 a
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it
DATE A�_�lzl9/a1� OF 2
PAUMCKS �C9 L71 G�C� H 0
TYPICAL ROOF CONSTRUCTION UNIFORMLY DISTRIBUTED DESIGN LOADS
-ASPHALT SHINGLES
O
- 15#BUILDING PAPER
- 1/2 INCH APA ROOF SHEATHING ROOF SNOW LOADS:
-GROUND SNOW LOAD P(g) =60 PSF Q
CONTINUOUS RIDGE VENT -TRUSSES AT 24"OC W/TRUSS CLIPS W
-ICE AND WATER SHIELD AT PERIMETER -ROOF SNOW LOAD P(f =46.2 PSF
EXTEND 24 INCHES INSIDE EXTERIOR
WALL LINE -SNOW EXPOSURE FACTOR C(e)= 1.0
-SNOW LOAD IMPORTANCE FACTOR I(s)= 1.0 • v�
12 -THERMAL FACTOR C(t)= 1.1
a�
5 WIND DATA: W d)
RAFTER VENT BETWEEN EACH TRUSS BAY V
PRE-MANUFACTURED ROOF -BASIC WIND SPEED 90 MPH c
TRUSSES AT 24"OC. SEE -WIND IMPORTANCE FACTOR I(W) = 1.0 Lu c
NOTES FOR MORE INFO. ALUMINUM DRIP EDGE AND FACIA -MWFRS DESIGN WIND PRESSURE 18.0 PSF �I N c
0
/ -ANALYSIS PROCEDURE -SIMPLIFIED PROCEDURE in
2X6 SUB-FACIA
SEISMIC DATA:
R-30 BATT INSULATION AND 4 SIMPSON H2.5 EAC -SEISMIC USE GROUP
1 -0 S(DS)=0.290 i
MIL POLY VAPOR BARRIER TRUSS(TYPICAL) VENTED VINYL SOFFIT -SPECTRAL RESPONSE COEFFICIENT S(D1)=0.124 W
-SITE CLASS(ASSUMED) D
TYPICAL WALL CONSTRUCTION W
-EXTERIOR VINYL SIDING AND TRIM -BASIC SEISMIC FORCE RESISTING -LIGHT-FRAMED CONSTRUCTION w
-TYVEK HOUSE WRAP SYSTEM (SHEAR WALLS) X O
- 1/2 INCH APA WALL SHEATHING -SEISMIC DESIGN CATEGORY B
-2X4 STUDS AT 16 INCHES O.C. W
UTILITY GARAGE -3 1/2 INCHES FIBERGLASS BATT INSULATION -ANALYSIS PROCEDURE -SIMPLIFIED PROCEDURE }'(MIN. R-13). y
-4 MIL. POLYEHTYLENE VAPOR BARRIER SOIL LOADS: (SP POORLY GRADED SAND SOILS) ui >
-DESIGN LATERAL LOAD(ACTIVE) 30 PSF/FT DEPTH
-DESIGN LATERAL LOAD(PASSIVE) 60 PSF/FT DEPTH z O
P.T. SILL PLATE -DESIGN SOIL BEARING PRESSURE 2000 PSF N co 04
00
6 INCHES SAND AND GRAVEL (TYPICAL) -DESIGN LATERAL BEARING 150 PSF/FT. = r' cV (V
COMPACTED SUBBASE AND 10 MIL. -COEFFICIENT OF FRICTION 0.25 Q U) � 04 Q
VAPOR BARRIER _ , rn :34 INCH SLAB ON GRADE
W/6X6-W2.9 X W2.9 WWF U) C3
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Lo
ROOF NOTES: r1. ROOF n =
SUFFICIENTLYFASTENED TO HOLD IN PLACE END LAPS SHALL BE OFFSET BY a
UNDERLAYMENT: N L APPLIED SHINGLE FASHION
PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED MINIMUM 2 INCHES
8"WALL z_ AT LEAST 6 FEET.
I 2. ICE PROTECTION:AN ICE BARRIER CONSISTING OF SELF-ADHERING POLYMER
o MODIFIED BITUMEN SHEET, SHALL BE USED IN PLACE OF UNDERLAYMENT AND ALL FEDERAL,STATE,AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
2"RIGID INSULATION I EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE OF THE BUILDING DETAILS AND SPECIFICATIONS
COORDINATE W/FINISHED GRADE EXTERIOR WALL LINE OF THE BUILDING. HEREIN.IF DISCREPANCIES BETWEEN THE CODES
(2)#4 HORIZ. EQUALLY 3. BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE AND REGULATIONS AND THE INFORMATION
co UNDISTURBED SUBGRADE SPACED(TOP&MID) MANUFACTURERS INSTALLATION INSTRUCTIONS. BASE AND CAP FLASHING SHALL STRINGENT SHALL APPLY UNLESS THECONTAINED ON THESE PLANS EXIST, FE MORE
IN INFORMATION
BE OF CORROSION RESISTANT METAL MINIMUM 0.019-INCH THICKNESS. SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
1 � #4 VERT. @ 48"O.C.W/STD. 4.VALLEYS: CLOSED VALLEYS(COVERED WITH SHINGLES)SHALL BE LINED WITH OF THE CODE,IN WHICH CASE THE CODE OR
#4 END HOOK INTO F/S ONE LAYER OF SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,THE VALLEY REGULATION SHALL TAKE PREFERENCE OVER PLANS.
LINING SHALL BE AT LEAST 36 INCHES WIDE. OPEN VALLEYS(VALLEY LINING DIG SAFELY NEW YORK
(ALTERNATE SIDE OF HOOK) EXPOSED)SHALL BE LINED WITH CORROSION RESISTANT METAL AND SHALL BE CALL BEFORE YOU DIG
AT LEAST 24 INCHES WIDE. COPPER LININGS SHALL BE MINIMUM 1 LB WT.,AND WAIT THE REQUIRED TIME
ALUMINUM SHALL BE MINIMUM 0.024-INCH THICKNESS. CONFIRM UTILITY RESPONSE
5.ALL VERTICAL SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY RESPECT THE MARKERS
(2)#4 CONTINUOUS THE STEP-FLASHING METHOD. DIG WITH CARE
6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ. INSTALL UNDERLAYMENT IN THE SAFE DIGGING IS EVERYONES RESPONSIBILITY!
SECTION THRU GARAGE FOLLOWING MANNER:APPLY A 19-INCH STRIP OF UNDERLAYMENT PARALLEL WITH PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
1 AND STARTING AT THE EAVES,THEN STARTING AT THE EAVE APPLY 36-INCH WIDE VISIT www.digsafelynewyork.com FOR ADDITIONAL
SHEETS, LAPPING SUCCESSIVE SHEETS MINIMUM 19 INCHES. INFORMATION.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON,UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,TO ALTER THIS DOCUMENT IN ANY
WAY.IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED,THE ALTERING ENGINEER
8"CMU BOND BEAM SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION"ALTERED BY"FOLLOWED BY HIS
/(2)#4 CONTINUOUS,
SIGNATURE,THE DATE OF SUCH ALTERATION,
TREATED PLATE AND AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
CONT. METAL COPING 12
` 1
5
/ \
ENGINEERS STAMP:
PRE-MANUFACTURED ROOF
TRUSSES AT 24"OC.
NFL
811
/' IF THE ST TURE ON THIS NOT IN BLUE
INK THIS UC MENT 9 AN ILLEGAL
' COPY OR A I LIC F ORIGI P DOCUMENTS
EXISTING BUILDING NOT I G s,TA SIG Na LDNO
8"CMU WALL WITH#4
USE A ICDI CTION.
AT 24"OC VERTICAL °p
REINFORCING IN \ \ �\
07
GROUTED SOLID
CORES
2X4 16"OC WALL --- ��
WITH 16GA METAL \
X-BRACE STRAPPING
' \ DANIEL W.RYAN,P.E.-LICENSE#NYS 079060
REVISIONS
4 INCH CONCRETE
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DATE: 11/30/09 Z
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