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Z' 14 m SCTM # 1000-63-03-10
m P3 10 T PROPERTY: 56126 MAIN ROAD
�1 I 15 m i ADDRESS SOUTHOLD, NY 11971
IIS/ 9 I OWNER: ANTHONY AND DANIELE CACIOPPO
282 RYDER ROAD
16 MANHASSET, NY 11030
SEAe
A 17 6Rq p lI AfZEN SITE: 85,459 SQ. Ff. = 1.962 ACRES Y
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7 BLEG ZONING: HAMLET BUSINESS (HB) Z O
18 LOO20CWC
SURVEYOR: NATHAN TAFT CORWIN III1586 IN LU
JAMESPO TONY 11947 WMj Z
d LICENSE 50467 WOMEN!
I I 22 20 ❑ ° 4 I DATED: AUGUST 11, 2004 . REV. Z
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ROOF ORAINAGE SYSTEM DRAINAGE CALCULATIONS FOR AREA
n m yN 3 OF ROOF DW-B (STORAGE)
l�1 m n 1 1 DRY'
A aNE✓I P SFT DIA x 4 FT HT
9 m yaLOW
0Z•
I I I I s,3n" I PRY WELL AREA x RAINFALL x RUNOFF FACTOR
M GIG (DW-S) 460 SF x (2/12 FT.) x 1.0 = T6.6 CU. FT.
USE: (U 6' DIAMETER x 4' HIGH FOOL (new) w 6. #
(U &' X 4' STORM DRAIN RING = 85.5 GU. FT. ■J
I fENOE 5 PROVIDED REQUIRED
.3'w
I o �! sea 54 3.T 6q.9 GU. FT > '16.6 GU. FT.
4 , x 10' SIDE YGf� -OFF FW:POWg S'
I I I NOTE: DRAINAGE CALCULATIONS FOR ROOF RUN
539 OF THE EXISTING STORAGE BUILDING WA5 PREVIOUSLY ¢ I-• -9_
APPROVED BY THE TOWN ENGINEER. SEE BUILDING PERMIT
AREA OF ENLARGED 'z �.�, 055451
I I SITE PLAN0
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\ I I I I I I 1310
J C0 DRAWN BYNIS:
�I• Szs�G e '?1, 9 " CHECKED BY:NS
I I = J £ y
DATE:
1 kC .. APRIL 3, 2014
n v E%ISf 1PEM ,�,n P� 5�(9 1 512 SCALE:
N \ I I I I 425.14' I z IPE uyG 1" ITLE "
T SHEET TITLE:
(n� !h CONC. SIOEWAIIt 9995 9 GUY WIRE
50.8 FIRE
FlXE
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� I� NIT 389 !�
v MAIN ROAD
j ry 87.59'50" W 80.92 1 (N.Y.S. Rte. 25) •
L_ MAIN ROAD t (PUBLIC WAnA IN SIREM 5051 SHEET NO:
SITE PLAN ENLARGED SITE PLAN
SCALE: Inm201-0m
SCALE: 1'=40'-0"
BUILDING PERMIT SET
29'E" GO PLATFORM
W/ 2 R155R5 1
IT�2" 5/4%4 DEOKIIN6
O " OVERHANG IlYPJ �1 �2°
INE OP WALL BELOW EgUAL EQUAL
M6 �ry �ry
01 ti 111'
W/ bS' RISERS 1 _---- B
T— b
j
NEW CEDAR SHINGLE
SIDING ON EXIST. r1
S'-6" 50 PLATFORM : SHEATHING < NEW V 0= EXIC.J. TING
5/4X4 DEGKENG Los PAF m STORAGE
NEW 5/4%4 CORNERIt
BOARDS AT EA SIDE F! YID FLOOR
N WILL O EX n —
F-1NyIW'1OT10NfBRtS in K YI Q O
-NEW FO J"15T. STRUGNRE^-� T
A
9
j � w
C'i� L _________________________ ry W
SOUTH ELEVATION z = z
AcAIE:lie•t•a• 'III EXIST WhLL TO REMAIN O
WITH NEW I •' GYP BD
T /2�ry AND BATT INSUL Lu Lu
NEW ASPHALT 5HINSLE ROOF
1 50# ROOFING FELT ON EXIST. _ m w
SHEATHING AND ROOF FRAMING I-V L
0 � I" �V
NOTE: VERIFY PITCH O
OF EAST. ROOF FRAM'b EXISTINO
6" RAKE rn RHANG STORAG _ Z I--'
EXIST. 5UEFL TO RLLI
p N NEW I/2' FLO
r 40 0
NEW CEDAR SHINGLE W , WSIDING ON EXIST - - 9'-b" 5o PLATFORMSHEATHING 1 NEW W/ 2 RISERS 1 '^ OELUG PAPER 5/4X4 DECKIINGV+W 5/4%4 CORNER NFIEL'/LSTTIBOARDS AT EA SIDE �y R pLYfly ' +
__ ______--` wL 1•. • -'a st= :ia. , _----------- i -
mnC FINISH (TYP) 3I IR v�
-
NEPAL H GUTTER NEW b' OVERHANG
NEW FON WALL O EXIST. 5TRUONRE AT EXIST. ROOF
FRAMING
------- ROOF PLAN FLOOR PLAN
---------------------------------------
ACAIE:tw -1 4- scALE:w^•rm
NORTH ELEVATION
ecALE:114 •PTI
a'_L • b'-F
tl Z.
m a%Ib F.....ROOF __ a•
55 I
SRTRMIIAIIN RE TO }+ J::'-hi. z ^ n=.n: :.• ., , :,,,•n it J ^L• -
-
TRIM BOARD - 1TNVRE To i I _----------------
EIIK----------- ----
716
__________ ___ 0
A I STRL'LT EIS- • C W J• }
IXb RAKE W/1X9 12 T E%ISTNG ROOF f
J� W 9
��XXab qA99OG 11yN�� 2N- 1X6 R��XB I P4. FTS a' 15T.
ALUMIWIM 6UITER
----------------- • IboG
N EXIST. L
�I EXISTING a o
9'-6" SQ PLATFORM y --- 3FO'fT7b7TIP , ---- ON /4 TIYP) J 1 STORAGE
INFILL
NEIN WO CASEMENT N
WINDOWS VLS/4%4 TRIM ------ - -- ,�Y.
NEW YID OR C Y t O REMOVE ALL EXISTING
W/5/4%4 TRIM + I R' ' , l
NEW � ' `y' • : , :' _ AND DOORS 1 EVALUATEOEXIST.
5TRIlCNRE PV ARCHITECT
_ EXISTING SHENTHNS
NV 2-T" RISERS F I�NHNt1EWN WALL s EX ml n _ ~' ORA WLLPAL OF I r EXIST. WALL TO REMAIN G a5j�
5/4X4 DECKIINSWIN �� -- IST. 5TRUCNRE -, �h5RD5 hT Fl.� SIDE 1 LW�L ASE I-- : ;: REMOVE INTERIOR FIN.INE 0
P EXIST.___ _____ ______ ________ ____T__ _ 1_________ 1 5/4 X 9 1/2WEST ELEVATION I ' L I %
sc -1 v N.t•a• 1 1. 1 NEW 90' SGhtl2" D Iup��, +
W/1X3
E b' EACH
I 00NG. FT6 W/(9) A4 F i. ROd
REBAA H WAY w
7310
IXb RAKE
TRIM BOARD Ib' LONL. ELK PIER (2 N 14 `.y DRAWN BY:
VERIFY E%IST. NEW ASPHALT SHINGLE ROOF i p LOC! m �`, EXISTING NS(ES
ROOF PITCH 12 ON E%GF SHEATHING AND ROOF �p
STORAGE CHECKED BY:
T +/ m 1 - REMOVE ALL EXISTING
1X6 RAKE NII%9 GTS N b - -1 III Y; O N$
TRIM BOARD �> INTERIOR FINISHES, WINDOWS, DATE:
EGK NEW a' THK coNO. BLK m < AND voGRs. EvnwATE Exlsr. APRIL 4, 2014
2X P T. D OG EXISTINGFO.NPATION WALL BELOW —y 5TRUCTIIRE W/ ARCHITECT SCALE:
i EXISTING STRUCTURE ON Ili i, 1
G'XIb' P.G FTG. `•" 1/4:• - 11 - oil
-- AW GUTTER /' REMOVE EXIST. GONG BLK
ONSTRUCTED
PIERS ASis GENS GHENFOSNLL SHEETTITLE:
NEW 5/4%4 GORJJER _
—
dt
FLOOR
EW-cEDAR-S 0{ BOARDS nr EM SIDE ------------------------------ Z;Ab VENT ----- ---- PLANS
IN6�SHEhTHN �^
DEMOLITION-----------
FOUNDATION PLAN
NEW FON WALL 6 E%IST. 5MCTJRE w•�T4• ACALE:111"=t•a•
�L SHEET NO:
i
1" -------------_----------------------
____ C-
L
EAST ELEVATION
BUILDING PERMIT SET
NEW ASPHALT SHINGLE ROOF
< 500 ROOFING FELT ON EXIST.
SHEATHING AND ROOF FRAMING 2 W ASPHALT 5HIN6LE ROOF
SPRAY FOAM INBUL
SISTER500
FELT
EOF EXIST RRA mR EALH T SHEATHRI N6 AND ROOF ON FRAM5N6
SPRAY FOAM INSUL
E%15T. CEILI SIDE OF EXIST. RAF ER EACH
5/4 X 4 TRIM AT DOOR F-1X4 WD LASING ATL Y IED XIST. 2%10 /2" PL SE W/ BATTENS
AT ALL SEAMS - PAINTED IX6 FASCIA R ON 17
PAINTED V
Z �
6" �
1/7' GYP BDA EXIST. SND WALL W/ in 21-b0
WD/GL D OR EXI5TIN6 AI'I" '� EXISTIN6 NEW SPRAY FOAM INSUL
STORAGE STORA6E EXIST. Ix SHEATHIN6 w J W
NEW 50N BUILDING PAPER Z
IST. 2X4 WALL
< CEDAR SHINGLE SIDIN6 y
Z M
WHEW SPRAY FOAM0 Q O LLI
SPRAY FOAM INSUL INSUL W
EXIST. 2XB FJ o 16" OC /2" PLYWD M BATTENS IL h W W
AT ALL SEAMS - FAINTED
5/4X4 DECKING O ��rr AST. PLYWD WEE EXIST SUBFL WRJEW 5/4" O h
2X6 PT. DECK JST ry N�r < WOOF FIN. FL IXB BIASSED pLYWD UNDERLAYMENT %6 BASEBD
® 16" OG O
I
5/a" x 24" ANCHOR BOLTS N/ Z
NUTS AND WASHER5 AT 52" W
W XB P.T. LEDGER 5-I 5/4 X 9 I/2 LVL EXIST. 5%6 JOISTS O/L.
W/ O
NEW 2X6 5ISTERED Q
\ \ WEN 90' Sak12° D TO EACH GIDE 1.
\ \ \ REBAR�c vi Y m 2' LONG. LOVER
aON xa P r. Poste-9 \\//\\/ CRAM SPADE
FT6 % 6" PL / / ,. , PIER 2 LOLJ &.K /••..�. SLAB /. .�y"
/ \\x \\/
B" %16 LONG. BLOCK FOUNDATION
BEAR ON 16" WIDE x a"
DEEP 4 REB FOOTING REINFORCED
�A1
N/ 5 SET ABOVE BUILDING SECTION BOTTOO Or FOM OTING.. PROVIDE
DAMP PROO FOOTING.
AS REQUIRED BY
r\ acus:nr•rm LODE.
MINIMUM IN51ULATION
WALLS, R-I9
GEILIN6, R-50
FLOOR, R-19
/� STEP ON Oz.
mw-
mw
u1p ate' � 0
I RECONSlRUE)TED
I\ STORAG
1 /
\ �/ ir1E or NEpyY
a �
\ G
ROil NO:
I7 1310
EXISTIN6 DRAWN BY:
STORAGE NSIES
/ --
CHECKED BY:
z
A
DATE:
I" �V APRIL 4, 2014
N
SCALE:
AS SHOWN
SHEET TITLE:
BUILDING
SECTION
TO TIMER AT MAIN /// &
IC
ELECTRPANEL / ELECTRIC
I LZ LAYOUT
ELECTRICAL LAYOUT SHEET NO:
2
BUILDING PERMIT
STRUCTURAL REVIEW BY STEVE MARESCA, PE aEv. PDa/o6
NOTES CO'L'� �'�
IND-BORNE DEBRIS PROTECTION FOR OPENINGS as-o7 west MONrauK HIOHwAY, HAMProN eAYs, NY 11846R�FXaB2B
FOR WALL OPENING PROTECTION OFI20 MPH 3-SECOND WIND GUSTS PHONE 631 728 g480
( MAXIMUM MEAN ROOF HEIGHT: 559 6IHPSON LSTA - 2a GAGE
RIDGE STRAP - ALL ROI RAFTERS
USEIOCCUPANCY
CLASSIFICATION
SHUTTER ASSEMBLY ICEBHIELa 'NOERLL B T PRIMARY OCCUPANCY: 5TORA6E DESIGN CRITERIA:
REQUIRE° - 14' PROM EL•eE
N.T.S.
FOR PANEL 5PAN5. O < 4'0 WIDE SPAN PRminkil QATED TRI19Y-9 24' oc aft 2x12 RA • IEbSF.
c GROUND 5NOW LOAD - 20 P
25/92" Al SFAN-RATED 46/24 SHEATHING GRADE Fl \ HEIGHT ASSEMBLY - 100 PSF. L.L.
(OVERLAP AROUND OPENINGS 4'7 WIND SPEED - 120 MPH Y
==CLIP Use OF SEISMIC DESIGN CATEGORY - B
ATTACHLY, B�cAHE�cuP LGE SS'-O" MAXIMUM WEATHERING - SEVERE
ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/
MOD (w/ WASHERS) 6ALVINIZED OR STAINLESS STEEL FROST LINE DEPTH - SB" Z '
WOOD SCREW m b" OL SIMPSON N2 WRRIUVE i
0LT ME NUTS FATTENER FOR SHUTTER 10 BUILDING. FIRE AREA TERMITE - MODERATE TO HEAVY
NIO TEE NUTS ATTACHED To BLDG. w/ NIOx -I/3 ( W/ WASHERS) RAFTER TO ENO. - 5-2 LOW HAZARD STORAGE- 8000 5F DECAY - SLIGHT 13 Z
MACHINE BOLT m 12" O.C. a IO ALL RAPnae_ ui
cooROlxhre vV ARaxTE:T BUILDING Al 460 5F ICE SHIELD UNDERLAYMENT REQUIRED - YE5
OU
A FOR lPL5y5
x APA RATED OP OF
E%1EIID T° TOP OF TOP FNILE, s ' 4,COMMON
AT
FLATS fUIL9 m Y OO. O
E%TERIOR EDGE OF ALL
Y si EwlNlNe
J TYPE OF CONSTRUCTION
CONVENTIONAL L16HT FRAME WOOD O W
Lu
U I/4'' El ON An
HICK BOLTS eSECTION 52''OL ; h
GENERAL NOTES �zzil
I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. 5EWAGE DISP05AL SYSTEM AND FRESH WATER MI O
ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DE516NED AND MILT IN ACCORDANCE L
BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 1�
I/ CONSERVATION CODE, AND LOCAL AUTHORITIES. 14 THI5 STRUCTURE HAS BEEN DESIGNED IN //m
• 2 ALL CONCRETE SHALL BE STONE A60RE&ATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY V,
PLnivop 9NEATHINS MINIMUM 26 DAY STRENGTH OF 5500 F51 CONSERVATION LODE. 0
TO OVER LAP Box J
BEAM - TOP • all 5. ALL LUMBER SHALL BE GRADE STAMPED POUSLA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
LARCH STRUCTURAL 6RADE 02 OR BETTER. CHANGES PRIOR TO AND DURING GON5TRUGTION
SHUTTER ASSEMBL 4 PROVIDE DOUBLE HEADERS AND TRIMMEIR5 AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
2 a e N6' o� v�eLereLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. f
5 PARTITIONS, EXCEPT AS NOTED ON DRAWING
N T.S. IT. ALL STRUCTURAL STEEL TO BE A5TM A56 WITH ONE ♦ , 0
FOR PANEL 5PAN5:4' OR WIDER SPAN .� 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM v
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER.
I/2" All AROUND
O 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CORTITIONS TO BE 10 CONTRACTOR SHALL OBTAIN ALL PERMITS AND
(OVERLAP AROUND OPENINGS 47 INSURANCE NECESSARY TO PROTECT THE ENGINEER
214 STRONG-BALKS m 24" OL VAM • HAIL STRAP VERIFIED BY CONTRALTOR(5) PRIOR To START OF
AT 'M GILL PLATE 4 - Od MILS CONSTRUCTION AND ORDERIN6 OF MATERIALS THI5 AND OWNER
AT ANGIOR PGLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS
1) PREALY� 51HPOON ml BEARING CAPACITY of TWO (2) 75P AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE
I) PREA55EMBLE PLYWOOD TO 2x45. N lAx9" (w/ WASHERS) 6ALVINIZED OR I In' AIM - 2o GAVE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
2). ATTACHING
STEEL WOOD SL PA R 12" O.G. 'N- S�'Pmb' m' THERE CONDITIONS ARE MET. ALL FILL BENEATH 20, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
2). ATTACHING STRUCTURAL PANEL, FASTEN TO BUILDING w/ ._ML 54GI IµS TO BILL PLl CONCRETE 5LA85 TO BE COMPACTED TO 45% AND IN BASEMENT
MOP (w/ S4 a 165) GALVANIZED OR STAINLE59 STEEL Ed NMI! • 4' OL. RELATIVE DENSITY 21, SMOKE DETECTORS AS REQUIRED BY W 2 ,
WOOD SCREW a l6" OG. NEW YORK STATE BUILDING LODE.
ALTERNATIVE FASTENER FOR SHUTTER Io BUILDING,1/2 ( 2 - a REQAR y� 2 x V 61LL Pure T ALL HEADERS 6A FT IN LENGTH AND OVER TO BE 22 OVERHEAD TOTES IL IN RATED FOR 120 MPH. WIND LOAD a
NIA TEE NUTS ATTACHED TO BLDG. w/ NIOx - /2 ( W/ WASHERS) ALG TRBATEO. 5UPPORTED BY DOUBLE UPRIGHTS, P 0 FT AND OVER
MACHINE BOLT a 12" OA SPE FORmAnoN PINK, BY TRIPLE UPRIGHTS. ALL HEADERS, TO SE 25, ALL INTERIOR FINISHES TO COMPLY WITH SVdO
FOR DESIGN. � ve' . Iz Aa Noe• Oo. MINIMUM OF 2-2x0 OR AS SHOWN ON DRAWING, NY STATE BUILIDNG LODE D g
WINDOWS - GLAZED OPENING 6. GIDE FRESTAFFING AT ALL LEVEL W � l
ATIONS WIN.
PROTECTION 15 REQUIRED FOR ALL GLAZED W
EXTERIOR LARGE MISSILE TEST OF E AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS,Al
NAL Ill CHIMNEYS, RIOR DOORS, INDOWS D
f w •
ASTM E AND OF ASTM IB86 CHIMNS, SK
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS AND DECKS ETC., x
N LIEU of THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE DRAWINGS. R � ' S�
PANELS TO BE PROVIDED.
r0 FIT OVER O BE PE w1m HOLD DOWN + SHEAR CONNECTION m v „g
H RDWARE PROOA JA. FASTENERS TO BE OESILL PL TO
IbN WITH WINDOW JACK PON 51 HEADER + SILL PLATE. CRITICAL LOAD PATH II. FOR THE IN NAR ENGINEER E NOT RE5PON51BLE
PANELS TO BE MAINTAINEDNEACH
ON slfE. SHALL COMPLY lWNYSBG GRAFTER %2B04.q.6 FOR THE INSPECTION OR SUPERVISION OF
LABEL LOCATIONS ON E,ALH PANEL THI5 CONSTRUCTION PROJECT. FEDERAL STATE
AND LOCAL ZONING AND 6111LpIN6 CODE COMPLIANCE
SHALL BE THE RE51nONGBILITY OF THE
CONTRACTOR.
artE aF rvEh,1
5 �Y L sPEf OR
NAILING SCHEDULE FRAMING NOTES g
Y '
SIIZED FOR GAMMON NAILS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10 PLYWOOD SHEATHING TO BE NAILED WITH B d m 4' n4, °nosan�
DOUGLAS FIR-LARCH 5'fRUOTURAL GRADE NO. 2 OR
O BETTER. 04 EXTERIOR EDGES AND 6 d e 12" Oc / EFFpq N
JOIST TO SILL OR GIRDER 9 (TOENAIL) INTERMEDIATE.
h BRID61N6 TO JOIST 2-Bd (TOENAIL TO EACH END) 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/5°
50 ' �T
1E PLATE TO JO15T OR GIRDER 16d o I6" OG (FACE NAIL) MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINI5HE5, FLASHING ,13,10
O RIO ° TOP PLATE TO STUD 2-16d (ENDNAIU AND WATERPROOFING SHALL BE BY ARCHITECT
Sl1Up TO 5OLE PLATE 4-8d (TOENAIL) 9. ALL 511BFLOORING TO BE APA RATED STBRp- -FLOOR
L9 Ing DOUBLE STUD` Ibd a 24" DL (FACE NAIL) EXPOBURE I, 5/4" MIN. THICKNESS. ALL EI OF 12. ALL ROOF "FTER5 SHALL BE ATTACHED TO THE PLATE UT
ti I DOUBLE TOP PLATE 16D a WOO (FACE NAIL) PLYWOOD TO BE SET ON SOLID BLOCKING., GLUE AND AND SND WITH GALVANIZED HURRICANE TYPE
NAIL PLYWOOD SUBFLOOR TO FLOOR JOI5T5 QNEl ar
GABLE ROOFS BLOO OP PLATE
JST OR R.R 9-Bd (TOENAIL) TIM CONNECTORS BY "TALO" OR APPROVED EQUAL. FOR N$
4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE
e (lO - TO JOISTTO TOP PLATE Bdml(FAC (TOENAIL) CLIPS AT ALL PERIMETER JOIST TO GIRDER
TOP PLATES, LAPS,- t INIERSELTIONS 2-16d (FACE NAIL) WITH DOUBLE UPRIGHTS, R'-O" AND OVER WITH CONNECTIONS.
° CONI. HEADER, TWO PIECES 166 (Ib" OL ALONG EDGE) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A APRIL 4, 2014
CEILING JOISTS D TO
B-ed (TOENAIL) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 15, ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
h CONTINUOUS HEADER TO SND tBd (TOENAIL) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS
CEILING JOISTS, LAPS OVER PART.+ S-16d MIN. (PALENMU AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR SERIES
EQUAALL J015T5, GIRDERS AND
TOB m t4s ° CEILING JOIST TO PARALLEL RAPTORS• B-16d MIN. (PACENAIU a 5b" 0C. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
RAFTER TO PLATE• 9-Bd 4.00) U DOUBLE
LOTION IN ROOFS. 1111p All
"TFT UP CORNER STUDS II TOW HE PER MANUFACTURERS STIFFENERS
NS. WEB
BUILT UP GIRDER N BEAMS 20D o 9240C (FALENAIL a T45 5TA66ERED b. al O FRAMING AROUND ALL RUIPIOPENINGSIS ( Nkyllghts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
GABLE ROOFS kala efc. ) OR AS NOTED ON ORAWN65 STRUCTURAL
ON OPPOSITE SIDES BEARING POINTS AT A MINIMUM A SINGLE 9/4"
IDB el o I05 sl° LACK R TIE TO RAFTER 5-IOd (FOENAILU T. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM J015T SHALL Be REQUIRED AT FLOOR NOTES $
JACK RAFTER TO HIP 9-160 (TOENAIL) PARTITIONS OR AS NOTED ON DRAWIN65. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
AT HISHe E co WNAIL& • O.C. ROOF RAFTERTO IS RIDGE BM 2-16D (TOENAIL) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS
AT HIEN OR PORE TONE - 6. O.C..O . JOIGi TO BAND JOIST 9-16d (FACENAIL) 6. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
NIP ROOFS AT wTEROR PORTIONS of RaOP - Tw. LEDGER STRIP ad
(FALENMU WITH Rl 6ALVANIZEp METAL CONNECTORS BY
109 O Rso ° 5L)®FLOOR ROOF, WALL SHEATHING Bd m6"OL EDGES, • 2" INTERMEDIATE f„I- 1PPORTS ,,.�Qp. OR APPROVED EQUhL 4. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROPE, OF /2" DIA.
TO FRAMING GALVANIZED MACHINE BOLTS a 12" DC.. NNEETRO:
•SBE SECTION 290610.4.1, TABLE 2906.10.4.1
FROVImE ed NAILS • 4° °c. AT PERIMETER INTERIOR 9. NAILING SCRAWLS SHALL BE AS, PER THIS N.Y.S.
PORTIONS 4IT. IN it LLNCAGES ZONES.PRESSING BUILDING LODE AS A MINIMUM. ALL 2X6 5TUD5 15. THIS DRAWING 15 AN INSTRUMENT PREPARED To
SHALL RECEIVE SHOP NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NTT BE
COMPONENT AND CLADDING PRESSURE ZONES Al EXTERIOR NA1L5 SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER. STml
BUILDING PERMIT SET