HomeMy WebLinkAbout38305-Z 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 1 6 17
ISSUES/REVISIONS
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NEW ELEVATOR
SHAFT ~
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EPDM ROOF SLOPED MIN. I/4%FT
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FIXED G ING
CEDAR CORNER\ARD
/ CEDAR CORNER BOARD L
TO MATCH EX15TING
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CEDAR BAND TRAM
CEDAR BAND TRIM \
/ TO MATCH EXISTING / I�I
9 \ VERTICAL TONG E-IN-GROOVE CED
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VERTICAL TONGUE-IN-GROOVE CEDAR / \ \ / SIDING TO MAT EXISTING
51DING TO MATCH FX15TING V /
— � G� I \ /� IA� NEW FIRE-RnnrE ;�
\ FIXED GZIIJG
\ ' CEDAR BAND TRIM REV AUG, 21, 2013
51_3p � CEDAR BAND TRIM I \ I •
To MATCH EXISTING
Qs' 9.0' PROPOSED
� � ELEVATOR ALL RIGHTS°BSER ED
N 511APT
/ I 32 4 THESE PLANS ARE AN INSTRUMENT OF
C pV I �+ SERVICE AND ARE THE PROPERTY OF
21 1 N 2 JZO'\ FRAME � oU�E" I �I s � / BEE PROSECTUTEDINFRINGEMENTS WILL
/ 10 F
Ql I (GARAGE UNDER) ��
/ G4.4' I O CONC. PARGE OVER NEN✓ \ \ 1 O
1 BALCONY CONC. BLK. FOUND, WALL \
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BALCONY \ CONC, PARGE OWER NEW CONC.
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WOOD DECK 1 BALI Ny 2/`/ \ BLK. FOUND. WALL
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o N ORTH ELEVATION I EAST ELEVATION
PARTIAL L �I
SCALE: /4"=1'-O" PARTIAL SCALE: 1/4"=1'-O" L.I
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EX15TING NEWS1NA TOR EXISTING _ CLIENT/ OWNER
L \ I
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CD _
MON
�20- - 1 L
Z1 5f- — I I IRECONFIGUREPROVIDWALLS AS SNEW 30 CL05E7HOWN
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p EXls . aosET
ORB Ex1sr. osEr000R EX15rwGKrcHEN FRAME OVER EX15TING 1420 CEDAR POINT DRIVE If,
\ N INSTALL AND HOOK UP E VATOR EQUIPMEN
N78°39123 IIA' _ _ BY ELEVATOR CONTRAC NICE qRy EL.P. AS LINE AS / W1 OFWALLGBELd WALL SOUTHOLD, NY
V V \ // 'o _ �� REMOVE WINDOW REFRAME L�^
PROVIDE NEW LIGh1T FI%T. W/
L'
---------
/ MOTION DETECTOR p REMOVE WINDOW - °O _ WALL AS NECESSARY FOR NEW
BASED ON SURVEYn 4" 4" M _ N Op i- p 3'-0'96'-3" -HR RATED WOOD
OF PROPERTY O'V I I p ! _ 3 06MH' AH RFRATEDW - "' DOOR.
LE PEC 1 00.39 �, 1 O CUT OPENING IN CONCRETE - 6 1 n U PROJECT TIT E
q { p - t m FOUNDATION WALL FOR NEW °? w i WOOD DOOR. -d', o N I�
AT CEDAR BEACH BAY - O' 3'0"X G'3" I-HR RATE WOOD BATHROOM
oz
TOWN OF SOUTHOLD `� DOOR
w /z" v z � UPIFOYER �1
SUFFOLK COUNTY, NEW YORK " v i-
S.C. TAX NO. ,0004 (El NAL)
-OG m m s, REMOVE WALL AND DOOR A5 PROVIDE NEW TEMPERED, / \ ELEVATOR ADDITION
z PROVIDE NEW TEMPERED, _ J =
VERIFY LOCATION — G \ INDICATED, PATCH TO MA7
TGhI W X INS
3H R, OT MATCH( IXSTNG) INSIDE CLE4R DIM. BN
FEBRUARY 1 7, 994 (FINAL) „--------h-i� I-HR RATED FIRE-GLASS / - gN WINDOW (APPROx. 2'W. X
AREA = 21 ,772 SQ.FT. (TO TIE LINE) EX15TING WINDOW(APP RO%. 2' J 4'-G” - r
JOSEPH FRAZZITTA — - 3' H. TO MATCH EXISTING) SIDE CLEAR DIM.(
MAUREEN ERAZZITTA / `4-G.,
FOYER FINISHED FLUSH WITH (FINISHED) SHAFT WALLUSH WITH (FINISHED) w
OF MICRO[I AMS J INSIDE CLEAR DI ? SHAFT WALL ISI
WITH ELEVATOR (FINI5MED) m DRAWINGTITLLE
SIP
MANUFACTURER
PROVIDE EW 2'G"WIDE DOOR CREATE FRAMED OPENING
TE LAN V
TO MATO E%15TING, IN 2"X 4" CREATE FRAMED OPENING
AND RELOCATE REMOVED SITE PLAN
EX15TING EXCEPT SCALE: "=20'-0" CREATE FRAMED OPENING LL. ADJUST HEIGHT AND RELOCATE REMOVED
AND RELOCATE (REMOVED €-BOO 5 NECE55ARYT0 WINDOW, VERIFY HEIGHT WINDOW, VERIFY HEIGh1T
WINDOW. VERIFY HEIGHT FITUNDER STAIRS(APPROx. CLEARANCE. REPLACE CLEARANCE. REPLACE I PLANS, ELEVATIONS
AS NOTED
CLEARANCE REPLACE G'G'9. SASHES WITH TEMPERED SASHES WITH TEMPERED
GLA55 A5 NECE55ARY GLASS AS NECESSARY
SASHES WITH TEMPERED
GLA55 As NECESSARY I\ �UP UP V PRINT DATE SCALE� ry AS NOTED
wry+ I55UE
Oy AUGUST 19, 2°13
FOUNDATION/BASEMENT PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN / 3 M DRAWING NO,
A I PARTIAL SCALE: I14°=1'-0^ PARTIAL SCALE: ua^=r-o" AlA I .. /�
IT IS A VIOLATION OF THE L
PARTIAL SCALE: Ill4"=1'-0" LAlNI FS;R ANYPERSON, �cQ'ED ARCgjr E
UINYLESS ACTING UNDER THE �cAV�PZ 1.8 0 I y
DIRL-CTION OFA LICENSED W
A!ICHITECT,TO ALTER ANY #. M
TCM 0111 THIS DRAWING IN
AP:YV05Y ANYA_THORIZED
ALTERATION II BE ✓ % •� REF. NO.
N:-TED, SEALED.AND
OCSCII!rFDIN ACCORDANCE 63AA
YllTHPHELAW. AUG 21 20 F`°T ',',
2 3 4 5 6 7 (5 9 10 II 12 13 14 15 16 17
ISSUES/ REVISIONS
14:
RESIDENTIAL GENERAL NOTES
MISC. GENERAL NOTES
M
. THIS PROJECT 15 CONSTRUCTION OF AN ADDITION TO 5. PROVIDE 7/)6" TH, PLYWOOD PANELS PRECUT TO FIT O ER NEW WINDOWS AND
AN U15TING SINGLE FAMILY RESIDENCE, CLASSIFIED AS R-3. DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN
PROVIDE "VENT 2. THE HEIGHT OF THE NEW CONSTRUCTION AS DEFINED BYTHE ACCORDANCE WITH TABLE 1609.1.4 BLDG. CODE OF N WYORK STATE,
OPENING BETWEENRESIDENTIAL CODE NEW YORK STATE I5 27'-2""
EPDM ROOFING OVER INSU ON G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS,
STRUCTURES THE FLOOR AREA 15 29. 1 SQ.FT. FOR EACH FLOOR, 7, CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH A 51/AF/<PA WCFM-1995
CUT BACK SAVE BOARD SLOPED @ 1/4"/FT - 5/4"CEDAR BOARD TO MATCH EXISTING 3. THE TYPE OF CONSTRUCTION 15 TYPE V(B).
AS NECESSARY TO 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 201 O (SEE NAILING SCHEDULE)
ATTACH NEW ROOF RESIDENTIAL CODE OF N.Y.5. AND THE AF F PA WOOD FRAME 8. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS
AND CRICKETS SHALL BE ALUMINUM
CONSTRUCTION MANUAL 1995 515CHIGH WIND EDITION
5. DESIGN LOAD CALCULATION ARE BASED ON: 9. INSULATION SHALL BE BATT INSULATION OF THICKNESS P
ENT WITH, € T SCREEN INDICATED ON THE DRAWINGS AND SHALL BE THE
LB. P*
LIVE LOAD: AS PER TABLE X301.4, RESIDENTIAL CODE OF NEW YORK STATE, DENSITY FIBER-GLASS BATTS CONFORMING TO THE I�1
/ DEAD LOAD: CALCULATED AS PER R301.3 AS PER RONYS, SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS
EXISTING CEILING JOISTS1 2'x 12" @ 12' OC. _/ SNOW LOADI 20 P51 GROUND SNOW LOAD (AS PER FIG X301.2(5)RONY5. INSULATION, NAAMM STANDARD 51, I b-70.
WITH R-30 BATT IN5UL SEISMIC DESIGN CATAGORY B. 10, NEW INTERIOR DOOK5 SHALL MATCH EXISTING, 0
311 WIND UPLIFT AND EXPOSURE CATAGORY "C°, FOR 120 MPH 3 SECOND GUST, 1 I, NEW HARDWARE SHALL MATCH EXISTING,
J 's LOCATION LIVE DEAD DEFLECT LIMIT 2, GYPSUM BOARD SHALL BE EASED EDGE TYPE,
CONFORMING TO ASTM 036, AND SHALL BE
EXISTING WALL \ ROOF 20 LB GROUND SNOW 15 LB. U3GO 5HEETROCK SW' BY U.S. GYPSUM CO. OR APPROVED yy
1 EQUAL, GYPSUM WALLBOARD THICKNESS SHALL BE )2.
2"X 4" @ ±2'O.C. G. THE ARCHITECT ASSUMES NO RE5PO5113ILITY FOR THE CONSTRUCTION 13, ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED
�TNT MEANS, METHODS. TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR AND 5PACKLED THREE (3) COATS. ALL EXTERIOR 0
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CORNERS SHALL HAVE METAL CORNER BEADS.
I THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNE55 FINISHES �}.
FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE
O PLANS. I . EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN u
CV
2".W @ 16"O.C. 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION, MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE
CQ DO NOT SCALE DRAWINGS, FOLLOW DIMENSIONS ONLY. WITH MANUFACTURER'S SPECIFICATIONS AND
0�
S. CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT RECOMMENDATIONS. COLOR TO BE 5ELECTED.
EHOWN.L151E0, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO 3. EXISTING INTERIOR WALLS AND CEILINGS 5URROUNDING JEW CONSTRUCTION 0
L\ QUALIFICATIONS, CON DITION5, OR EXCEPTIONS A5 NOTED, CONTRACTOR 511ALL BE CLEANED AMID REPAINTED. NEW WALLS AND CEILINGS
SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECE55APYTO SHALL BE SEALED AND PAINTED. PAINTING SHALL BE TVd
2'x e"PLATE O COMPLETE THE WORK, (2)COATS BENJAMIN MOORE AQUA PEAR LATEX PINTED
EXISTING ROOF SHEATHING \ 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH COLOR TO BE SELECTED .
\ MANUFACTURER'S REQUIREMENTS AND 51"EOIFICATIONS, 4. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED,
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND FINISHED WITH TWO(2) COATS BENJAMIN MOORE r
REMOVE ROOF SAVE IN \ AND CERTIFICATE OF OCCUPANCY, LATEX ACRYLIC SEMI-GLOSS PANT .
ELEVATOR SHAFT AREA
DEMOLITION
\ ELECTRICAL Z
SECOND FLOOR LEVEL I . CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF AND WALL5 I . FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT,
AS NECE55ARY AND REMOVE DEBRIS, TOOLS, AND SERVICES NECE55ARY AND REQUIRED FOR
1 2. CONTRACTOR 5HALL DO ALL PATCHING REQUIRED DUE TO REMOVAL PROPER AND COMPLETE INSTALLATION OF ALL NEW
PROVIDE DE FIRESTOPPING IN SHAFT WALL OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, V
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY
5/4" CEDAR BOARD TO MATCH EXISTING AS CLOSELY A5 P055113LZ UNLESS OTHERWISE NOTED. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING,
4. EXI5ITNG STRUCTURE AND INTERIORS TO REMAIN SMALL BE PROTECTED SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION REV AUG. 21, 2013
AS NECESSARY DURING DEMOLITION AND CONSTRUCTION, EQUIPMENT, CONNECTIONS TO APPLIANCES,
VERTICAL TONGUE-IN-GROOVE CEDAR 5, CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AMC
SIDING TO MATCH EXISTING NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN
HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY, ON THE APPLICABLE DRAWINGS AND A5 NORMALLY A 012013
SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING ' ALL RIGHTS RESERVED
CONNECTIONS TO PREVIOUSLY INSTALLED J
2'X 8"FRAMING @ 12"OTC. FOUNDATIONS TRANSFORMERS AND ELECTRICAL DISTRIBUTION 1�
I . ASSUMED 501L BEARING CAPACITY, 1,500 Ib./5q,Fb. SYSTEMS. THESE PIANS ARE AN INSTRUMENT OF�11
2. CONCRETE TO BE PLAIN, UNREINFORCED, 3.000 psi. - 28 DAY TEST. 2 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF SERVICE AND ARE THE PROPERTY OF
ELEVATOR TRACK -------- 1-3/4 X I 1-7/8 MICROLLAM5 (VERTICAL) 3. ALL FOOTINGS TO REST ON 1211 BELOW VIRGIN, UNDISTURBED SOIL, THE 201 O ELECTRICAL CODE OF NEW YORK STATE,THE Id THE ARCHITECT, INFRINGEMENTS WILL
O TO BE MOUNTED ON T R X15 NATIONAL ELECTRICAL CODE, NFPA NO, 70-1984(NEC), M BE PROSECUTED,
POSITION AS PERM NUFACTURER'5 SPECS. ISI
( MICKOLIAM5 CLAD IN I/2"GYP, 51. GENERAL CONSTRUCTION LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND
O I. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL Ir
MANUFACTURERSASSOCIATION (NEMA)AND ANY OTHER O -
5ERVICES NECE55ARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE -
BY THE DRAWINGS AS SPECIFIED HEREIN, OR UA50NADLY IMPLIED AS MORE STRINGENT REQUIREMENTS WILL APPLY.
NECESSARY TO COMPLETE THE WORK. 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL _
I� I-5/e"CD-X PLYWOOD RATED SHEATHING I 2 FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL
3. INTERIOR TRIM SHALL MATCH EXISTING. AND BE SUITABLE FOR,THE ENVIRONMENT IN WHICH
4. FRAMING ELEMENTS: THEY WILL BE INSTALLED.
5/8"FIRE-RATED GYP. BD. A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 4, ALL WORK ON THE ELECTRICAL SYSTEM 5HALL BE
LARCH STRUCTURAL GRADE NO.2 OR BETTER, PERFORMED BY OR UNDER THE SUPERVISION OF A r,
B ALL SHEATHING TO BE APA RATED, EXPOSURE J . THICKNESS AS INDICATED, RLYLICENSED MASTER ELECTRICIAN �s
5. THE THE CONTSHELL OBTAIN, SUBMIT,, AND PAY FOR N i
2"X 4" FURRING @ 24"O.C. C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1 , ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED ~ -
REPLACE RATrG WITH 3/4"MIN. THICKNE55. BYTHE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND
5/8'FIRE-RATED GYP 8D. D ALL HEADERS G'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE ANY OTHER APPLICABLE JURISDICTION.
WITHIN ELEVATOR SHAFT y
- 5/4" CEDAR BOAPI TO-, UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS, ALL HEADERS SMALL G, THE CONTRACTOR SMALL COORDINATE WITH, AND PROVIDE � C
MATCH EXISTING 8E A MIN, of(2)2'k&OR A5 SHOWN ON DRAWING, ANY MATERIAL, SERVICES AND CONNECTIONS AS REQUIRED BY
> E SOLID BLOCKING SMALL BE PROVIDED FOR ALL JOISTS AND FLOOR
THE ELEVATOR MANUFACTURER AND INSTALLER.
BEAMS A5 PER N.Y,S. CODE OR AS NOTED @ 8'-0"O,C. MIN.. F�il
PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. -
1 x I F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) O
OR AS NOTED ON DRAWINGS. CLIENT/OWNER
OF G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR
a A5 NOTED ON DRAWINGS.
TS' H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED
w 1 GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.
L I NAILING SCHEDULE SMALL BE AS PER N.Y.5, BUILDING CODE AS A MINIMUM, !,
P , 2"X 8"SILL ALL 2'X6"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. Icy
ALL EXTERIOR NAILS SHALL BE GALVANIZED. m
J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C, EXTERIOR EDGES FRAZZITTA RESIDENCE D
AND 6d NAILS @ 12"O.G. INTERMEDIATE. Q
K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER.
(V
L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH I
POW
HEIGHT OF BLOCK WALL
L TO MATCH EX15TING OUNUATION GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED
EQUAL, FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL 420 CEDAR POINT DRIVE E.
PERIMETER JOISTS TO GIRDER CONNECTIONS. NAILING SCHEDULE SOUTHOLD, NY
8"CONCRETE BLOCK WALL (PER AP IND F0. FAMILY
WODp COUNCIL EEG HIGH
ONE AND PA FAMCA APADDcs1565 SECrllGn'Mrvp EDITION)
REINFORCED hICKONTALLY AND JOINT DESCRIPTION NUMBER OF NAILS NAIL 5FACING
1 I� VERTICALLY. ) ROOF FRAMING 3 PER RAFTER
RARER TO TOP PLATE FOENAILED)
ISI
CEILING Joi3T To TOP PLATE(TOE-NAILED) 3 PF2 J0115T PROJECT TITLE
CEILIRG JOIST TO PARALLEL RAFTER(F-ACE-NAIIPD) 3 EACH LAP
a 5TH GTE FARCE TO MATCH CEILING JOIST N3 OVER PARTITION(FACENAILED) 3 EACH LAP
EXISTING OVER NE BLOCK RIDGE STRAP(EACH END) 2 PER TIF
" FOUNDATION WALL CLIMATIC AND GEOGRAPHIC CRITERIA BLOCKING TO RAFTER FOENAILED) zld EACH END /•�
RUM WARD TO RARER(EN"A1LfD) z-ISd EACH END ELEVATOR ADDITION
GROUND SNOW LOAD 20 PSP (PER FIG. R301.2 (5) RCNYS) WALL FRAMING
WIND SPEED120 MPH (PER FIG. R3012 (4) RCNY5) OX(4) 2-1 OR FEB FOOT
SEISMIC DESIGN CATAGOKY B (PER SELL X30 L2(2) RGNY5) TOP PLATES nT wreRSEcnous(FACE-NA13p) 4-1 Gd JoisT EA 51De
STUD TO STUD(FACE-NA11ED) 2.1 Gd 24'0 C
WINTER DESIGN TEMP II°F (PER TABLE N 1101,2) HEADER TO LEADER(FACE NAILED) ION 1G^O.C.ADONG EDGED V
FLOOD 20NE ( N /A ) (FER FEMA MAP) TDPOK BOTOM PIATETO STUD PIND-NAILED) 2-I Gd,3-1684-IGd PER 2x4,2xG. &B RESPECTIVELY
BOTTOM PLATE i0 FLOOR JOIST,BAND JOIST,
FROST LINE DEPTH 36"
END JOIST OR
To=
END 2-ISd PER FOOT DRAWING TITLE
WEATHERING PROBABILITY SEVERE (PER FIG. R3012(3)KCNY5M
FLOOR FRAMING Cy
DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) JOIST TO SILL,TOP PIATETO GIROER(TONA11ELF) 4ed PER JOIST V
�- ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301,5 RCNYS oRDclMGraJOIST FOENAILED) zad EACH END E �
6LOOKING To J0115T(TOE-NAILED) 2ba EACH END
O SLEEPING ROOMS 30P51 (PER TABLE 301,5KCNY5) BIOCICINGTO51LLORTOPPLATE(FACE NAILED) 3-IGd EACH BLOCK IF SECTION AND NOTES
1p LEDGE STRIP TO BEAM(FACE-NAILED) 3-IGd EACH JOIST
° O ATTICS WITH LIMITED STORAGE 20 F51 (PER TABLE 301,5 KCMY5)
p JOIST ON IPWE TO BEAM FOENAILS) E2 PER J015T
z w ATTICS WITHOUT STORAGE IO P51 BANG JCAST TO J015T(EN6NAIIEp) 3-IGd PERJOIBT
STAIRS 40 P51 (PER TABLE 301.5 RCNYS)
BAND JOIST TO s1u OR TOP PLATE(TOF-NALeD) 2-1 Gd PER FooT IT IS A VrOLATION OF-NIE V
4„ Q ROOF (SHEATHING II FOR 1,F`7PERSON y B
sTRUCURAL PANELS ad (rABLE3 e) LTFdLE;tS p^Tlfdr,H'NOiR TkIE w PRINT DATE SCALE
Z DIAGONAL BOARD SHEATHING
4ECTf06`!1'+P=A LICENSED 4
I"xG"-INI"r&' 2-Brl PER SUPPORT rL, _ L."
1 YICICRWIDER 3aJ PEe SUPPORT ,:`.`-(TIrEO7lli ALTER ANY 'j AS NOTED
li Ctlp ON Y'N'- n"PAVI3N'G IN F3+
CEILING SHEATHING AFdY 1Nq}{fl:•7Yq- +'ldOHEZED I55UE
GYFSUNA WALLBOARD 5d Gaolers ]"EDGE/ IP FIELD lFt TEF ,
;AENDE
(3)X5 REBAR CONTINUOUS WALL SHEATHING PY?T D,REA(-LD AND O AUGUST 19, 2013
srRucwRAL PANEL ap (TABLE3 s) CEF(„slEG;n Q�iA
/\ FIBERBOARD PANELS WETH F'fL p-p ECORDANCE RAINING NO.
S C A CAGE GD TRUSEDIDGS) 10 FIELELDD tJ.
25/3z" 80 3"COGEI G'FIELD
GYPSUNA WALLBOARD 5d acolen ]"PDGF 110"FIELD
HARDBOgBp ad (TABLE 3ARTICALECARD s)
DIAGONAL BOAR PANELS ad (TABLE 3 9) ~ ��
DIAGONAL OIR eog8p snPnmPVG
I ILG"DIRPW 2 E PER SUPPORT
D ARC/y
Iw ID"oR WOER Sea PER suPPORT 5 SPS E.eRp� � Ay
SCALE: 112"= P-011 / Fs �
ooRA
SHEATHING
�¢
I.ORLESs Bd G^EDGE( I2"FIELD -
GRGTERTHAN I" d
DIAGONAL WARD SHEATHING
IOd G"50GE16"FILED �' O
IANI IR 11,01ad ma1 z- d- REF NO.
PER
1s11 a^OR WIDER 3-Bd PER suPPORTNUC c 1 201 1 g4, ICCz