HomeMy WebLinkAbout1000-102.-5-3 (2)FORM NO. 3
NOTICE OF DISAPPROVAL
G4 -&k
DATE. F , 2008
TO: Alfred J. Terp
28145 Main Road
Cutchogue, NY 11935
Please take notice that your application dated January 24, 2008
For permit for additions/alterations to an existing multi -tenant retail building (adding 6 units) at
Location of property: 28145 Main Road, Cutchog_ue
County Tax Map No. 1000 -Section 102 Block 5 Lot 3
Is returned herewith and disapproved on the following grounds:
The proposed construction on this conforming 19,166 square foot lot in the Hamlet Buisness District
is not permitted pursuant to Article IX Section 100-92 which states
"No building or premises shall be used and no building or part thereof shall be erected or
altered in the HB District unless the same conforms to the Bulk Schedule and Parking and
Loading Schedules incorporated into this chapter by reference with the same force and effect
as if such regulations were set forth herein full."
•o o ditions nota Nnt vard setback of 2.5 feet.
it -ion. the nronosed nroi ct renuires site nlan�-i' 'f �frnm the gnuthnld Tnv� --,
Authori d Sign%cha
y" 0 200
Note to Applicant: Any or deviation to the above referenced -application, may i ei
further review by the Southold Tow `Building Department. N
CC: file, Z.B.A.FC_WfV►'►� si„i .,.,,TMS •.�..<..
i '
FOR INTERNAL USE ONLY
SITE PLAN USE DETERMINATION
Initial Determination
. Date: // Date Sent:3_/ /
Project Name:::�:�!
Project Address:
,J21L�5' Nalu" 20:0�'
Suffolk County Tax Map No.:1000= (02 - - -�_ Zoning District:
Request: w
(Note: Copy of Building Permit Application and supporting documentation as to
proposed use or uses should be submitted.)
Initial Determination as to whether.use is permitted: ��o( IIT4
Initial of to whether p
Planning Department (P.D.) Referral:_
P.D. Date Received:—5 / S / 68"
Comments:
Irr f d f -e
u mz4o irk A
Final Determination
Date:
required:Q" 'PL" _. UL�
) 1A4 f n P 0P n� -
ding I
Date of Comment: 3 / AO / d&-
r
'M
- 5 =2008 1 .
Decision:
Signature of Building Inspector
.. O'WN OF tOUTHOLD PROPERTY RECORD CARD
OWNER
STREET2 (,;�
VILLAGE
DIST.
SUB. LOT
AXL a� 0-`
� v
FORMER OWNER
N
II C -(C�
_E
ACR-�y/
II --,y 1 �/j�-
AX/,,Te,,)
S
_a j F
A
W J{n
TYPE OF BUILDING
RES: 4/-L44/
SEAS.
VL.
FARMOM
. CB. MISC. Mkt. Value �6
ND
IMP.
TOTAL
DATE
REMARKSD
/ a Ila r e � � b v�i
S-0
0
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�,'� 9 d�
fGuo� 6 6U�h d.D'�� o
� � � f, n r�,C�Q� ��(/�. rue. ��=1:�'�J'►�r���r
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AGE
B NDITION « mon a 5 Ye_
° r. 4 `� I Iced re ��Ce .. - ii i ., 7sr az,z
r
NEW
NOR ALB
O12 ��' AB VEv a 7-), OSI o,, -< dera�
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%f o(1
oo
_
Tillable 2
`
5 G► '� �'►� �-c� Z
i perJ
Tillable 3
�-
oI — t�(a l �a i 2n'D —�2� ,r A//C--
Woodl nd
Swampland
FRONTAGE ON WATER
Brushland
,b
FRONTAGE ON ROAD
el
$
House Plot
r
DEPTH
BULKHEAD
Total
DOCK
L.e
TOWN OF SOUTHOLD PROPERTY RECORD- CARD
OWNER
STREET
VILLAGE
DIST.
SUB. LOT
LAND
IMP.
TOTAL
DATE
REMARKS
FORMER OWNER
N
E
ACR.
S
W
TYPE OF BUILDING
SEAS.
VL.
FARM
COMM. CB. MICS. Mkt. Value
LAND
IMP.
TOTAL
DATE
REMARKS
Tillable
FRONTAGE ON WATER
Woodland
FRONTAGE ON ROAD
Meadowland
DEPTH
House Plot
BULKHEAD
Total
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TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
'. TEL: (631) 765-1802
FAX: -(631) 765-9502
SoutholdTown.NorthFork.net PERMIT NO.
BUILDING --RMIT APPLICATION CHECKLIST
Do ; _lave or need the following, before applying?
Board of Health
4 sets of Building Plans_
Planning Board approval
Survey
Check
Septic Form_
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined 120 Storm -Water Assessment Form
Contact:
Approved , 20 Mail to:
Disapproved a/c
Phone:
Expiration , 20
Building Inspector
JAN 2 4 ' 68
APPLICATION FOR BUILDING PERMIT
Date " z �% , 20 Of
INSTRUCTIONS
IL I
a. This application MUST be completely filled in by typewriter or in ink- and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections. „ A n
of applicalfjbr name, iv corporation)
x 32,5— gu-Pe vIC
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
D w� "o �-
Name of owner of premises
(/ (As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer).
Builders License No. CM
G 7
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number / Z - Street
County Tax Map No: 1000 Section
Subdivision
Q
Hamlet
Block Lot"::� 3..
Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancTi ifxlsti-•id— d acd t u6-- 6 srolCeS
3. Nature of work (check which applicable): New Building Addition Alteration
Re air Removal Demolition 1 --'Other Work
0
P
(Description)
Estimated Cost _� vj� Oop °O Fee
T b d f lth' a lication)
5. If dwelling, number of dwelling units
If garage, number of cars
( o e pai on i mg is pp
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. _re 119
7. Dimensions of existing structures, if any: Front 11W 6$ Rear 6 $ Depth 1*9
Height �-gr Number of Stories
Dimensions of same structure with alterations or additions: Front / �i z Rear
Depth 6'S ° Qw Height �.8 ' Number of Stories / /�c
8. Dimensions of entire new construction: FrontL_ ( L Rear Depth �
Height Z Number of Stories t dic.
9. Size of lot: Front 1$U, 13 Rear l6 ��6. �'� Depth
10. Date of Purchase SAX% Name of Former Owner /T6� 0666
11. Zone or use district in which premises are situated� f_ 9 05,
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re -graded? YES NO LWill excess fill be removed from premises? YES NO
I ��, � IGL�9&[ �`� ate Sov�N41 3 6 C .
14. Names of O " n r�,o�f�remises Address /`i8� h� "�c( Phone No. !� `�" 7q
Name of-� a"c� z 4� ,* -v Address P<--" ;/'C Phone No
Name of Contractor t � u C e4,;� Address 4F _ yb! c�c�Phone No. 5;Z' �
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 6--
• IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 3.00 feet of a tidal wetland? * YES
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO L�,
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
_ being duly sworn, deposes and says that (s)he is the applicant
(Name of ir6Kidual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Play Pubk Stair of NNr'.v i'w
Sworn to before me this No. 01FE4MS 1 01# 0+ ,'
2 y day of 2061
&JU 044 )- ';�
NotaryPu lic Si ature of icant
Ov
/2
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CAMPBELL FOUND I� I
OR EQUAL v
TYPE /0 - 09 (TO GRADE)
FIN. GRADE
LYNA�
1z• S
CEASE TRAP GROUND WATER MANAGEMENT ZONE IV
(NOT TO SCALE J 1.36 Acres x 300 gal./acre s- 408 G.P.D.
WET STORE (Food Sanitary 0.03 gpd/�glZ
Kitchen 0.12 gpd/sq.ft
DRY STORE 0.03 gpd/sq./f.
WET STORE (Food) !SANITARY KITCHEN
3000sq. ft x 0.03 - 90 90
3000 sq. fl. x 0.12 - 360 360
DRY STORES
6504 sq. ft. x O 03 = 195 195
9 a 1290 645 9Pd ,
•moo_ �� SEPTICTANK , 6,45 x 2 gp .
PROVIDED 10.0 x 4 Dp. - 2000 gal.
c� J
GREASE TRAP
360 Val. PROVIDE 4080 -gala G. T.
LEACHING 645/1.5 sq.ft. II 430 s¢ ft
8"0 8' DO. x 4. - 872 s¢ ft
CERTIFIED TOr
LONG ISLAND COMMERCIAL BANK
CHICAGO TITLE INSURANCE COMPANY
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ko SURVEY OF
PROPER T Y
GIST AM FRAW AAD COVW To GRADE
se A T CUTCHOCUE _20,
TOWN OF SOUTHOLD
SUFFOLK COUNTY W. Y: �`
1000 — 102 — 05 03,04, & Q Q 'o
oaaa
Scale: 1" = 40' ° Q q
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.July 26, 1994
AUG. l3, 1998 (additions
SEPT. 28, 1998 (oddillons),,
Ocf. 14 1998(ts'viy/vn5� e,A
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CFRT/F/CA TION ADDED, 07128194
.(516) 765%%.0020v
P. 0. BOX
1230 TRA VEL ER STREET
SOUTHOLD, N.Y. 11971
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)015- TO LEAD6D4 TO PER J015T
,94V .1')157 TO .'015T (F';: -NA!L) 316d GON4-iON PER J015T
15Al 1015" TO 51LLL CF'. TOP PLATE (TOE -1 4L'_) 2-!6d GOM110N PER FOOT
S-'! Uy, 'IR^. PA! E' °: OF'
i INi::R:OR ZONE
PEq?, ETEF. ZONE
6•F+F:_E Vii' L E70E ZONE
ti COMMON
to GOMMON
r.IMOJN
1 121, O.G.
h° O.G.
4'
_..C�Il.I 46 E; T�'!t�
5d GOOLZR�
T EDE'E / 10" FIELC
MLL S�CAf � !� rl
It-- 51 R:�.:TJ°.AL �Ai,=, �•
td GOMMCN
b' ECC••'E l 12" F!cLD
I c;l PJM Yl !.L�.�AFD I
5d GOG:.EFS
1' IrDC^E / 10" FIELD
OFrA1::R T! At I"
0d GO!•1MON
;Od COM'.101;
6' EC6F / 12" HPLC
h." ED6° l b" FIELD
i- M' X, HE16H" F, 'w iiC/1211'1 NTH ZONE, EXF'M1!;E- 6 t SPAGIN3 0 16'0.C,. 1514
PL.AN r0+� ACDITIO!; ;1 SFE(,IFIGATION IF AFF: IGAL'LE
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CLIMATIC AND 6EOCRAFHIC.DE5I6N CRITERIA GENERAL FASTENING SGH=DUCE
REFER TO TABLE R301.2(I) OF THE RESIDENTIAL. CODE OF NEW YORK STATE '
GROUND WIND SEISMIC DESIGN 5 8JECT TO DAMA6E FROM WINTER ICE SHIELD FLOOD \ S"L I G I NG OF70F
P`A' ` __
SNOW LOAD SPEED' t GWEATHERING
ATE6ORY FR05T LIPS DESIGN TEMP UN2ERLAYMENT HAZARD
' DEPTH' TERMITE DECAY \ —
" I MODERATE 5LI6HT TO \� OP PLATE 5PLIGE R.EQUIERMEN
TIO 3 F$T II' YL-5 N.A. � \ ` \ I TOP PLATE SPLICE LENGTH Op PLATE 5nL!GE PZQ'J'EP?�'r'1T
45 P5F � G 5EVEf TO HEAVY MODERATE FOR WO - EFOR WIND - EXPOSURES BIC, -
TABLE 8301.6 \ �r7 +
ALLOWABLE DEFLECTION O 5TRUGTURAL MEMBERS \\ \ �\ \ ALL OTF+Ep GASES ONE STORY c'M 5 ON GRADE 1
MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (W<cM �) ('FGM TNI ALLOWABLE RESIDENTIAL CODE O� NEW YORK STATE �. \ \� BUILD!Nr M�N!MUM SPLICE BI;ILDIN6 MINIMUM SPLICE
[REFER TO TA13LE R301.4 OF THE I IA F RK TA STRJGTURAL MEMBER DEFLECTION \' \
RAFTERS HAVING SLOPES GREATER THAN L/Ib0 83012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC, EIINTERIOR ZONE DIMrNS!ON (ft) LENGTH-0. (ft) DIMENSION (ft) LENGTH'-0 (ft) , \
USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TOCb v
WIND SPEEDS FROM FIGURE 83012 (4) EQUAL OR EXCEED 110 MILES PER HOUR 12'-0" I'-0" 12'-0" 2'-0" �--'
PERIMETER ZONE
EXTERIOR BALCONIES b0 psf 10 psf RAFTER5 (177.1 km/h) SHALL 13E DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOW'NG. DECKS 40 psf 10 psf INTERIOR WALLS AND PARITION5 H/Ia0 16'-O" I'-0' Ib'-0" 3'-0" \JJ
�vc — GABLE WALL �
FLOORS AND PLASTERED GEILIN65 L/360 I. PLANS HAVE BEEN DE516PED IN AGGORDANGE WITH AMERICAN FORREST (EDGE ZONE) 20'-0' 2'-0" 20'-0' 4'-0"
PA55ENOEFZ VEHICLE 6ARA6E5 50 psf AS PER PLAN AND PAPER A550GIATION (AF7PA) - WOOD FRAC CONSTRUCTION
10 5f 10 psf ALL OTHER STRUCTURAL MEMB P5 �� MANUAL , FOR ONE AND TWO FAMILY DWELLINGS ('FGM CT5)
LLJ
ATTICS WITHOUT STORAGE (ROOF= BELOW 3 PITCH) P WALLS WITH PLASTER OR 24'-0" 2'-0" 24'-0" 5'-0" � •� �
ATTICS WITH STORAGE (BOOP BELOW 3 PITCH) 20 psf 10 psf EXTERIOR INI� Hi360
NOTE: 2a'-o" 3'-0' 26'-0' 61-0" � �
ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS p WITH �,� ' �J
SLEEPING ROOMS 30 psf 10 p,f BRITTLE FINISHES I. FOR GABLE ROOFS 10' TO 45' PITCHES 32'-0 3 -0 32 -0 -0
40 f 10 psf EXTERIOR WALLY--WIND LOADS ° WITH 20 2. SEE FA5TENIN6 50HEOULE A FOR NAILING 36'-0' 3-0" 36'-0' b'-0' � � L 1-u
IN EA. ZONE 1 TABULATED SPLICE LENGTHS h55UME TOP PLATT=-TO-TOP PLATE
STAIRS FLEXIBLE FINISHES r
GUARDRAILS AND HANDRAILS 200 Psf IO Psf GON'NECTION5 U51*J6 2-16d NAILS PER FOOT, FOR 5HORTER SPLICE
Ps NOTE: L - SPAN LENGTH, H = SPAN HEIGHT. LENGTHS, THE NAIL SPACINS SHALL BE REDUCED IN ORDER TO '-0 -0' 4 -0" 40 -0q1_01
O
ROOF LOADING (LIVE =GROUND 5NOW LOAD 12 ATTIC, o. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.7
ADJU5TMENT5 A5 PER TABLE 83015 OF THE 45psf TIMES THE COMPONENT AND GLADDING LOADS FOR THE PURPOSE PROVIDE AN EQUIVALENT NUMBER A O NAILS
15 psf FOR 50'-0' 5'-O' 50'-0' II'-0" � �
,RESIDENTIAL CODE OF NEW YORK STAT>J O THE DETERMINING DEFLEGTION LIMITS HEREIN. 2 POWEUTED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN
FjCPOr�R B 60'-0' b'-0" 60'-0' 14'-0"
NAILING STRAPPING SCHEDULE 3 TABULATED SPLICE LENGTHS ARE BASED ON a FOOT WALL 10'-0' 1'-0' 10'-0' 16'-0"
HEIGHTS FOR OTHER WALL HEI614T5, H THE TABULATED UNIT
NOTES THIS 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS
LATERAL LOADS SHALL BE PIJLTIPLIED 13Y Hlb 150'-0' 115'-0"
(SEE SEGTION FOR STRAPPING AND REQUIREMENTS.
4 TOP PATES SHALL BE A M'N!MJN1 O STUD GRADE MATERIAL
5ECT10N FOR ROUGH OPENING FRAMING REQ)IREMENT5)
ALL NAILING 15 A GENERAL 5PECIFIGATION IT APPLIES UNLESS NOTED OTHERWISE
ROOF FRAMING
GONEGTION
RAFTER TO TGP PLATE (TOE-NAIL) 4•-bd CIO". PER RAFTER
NAILINS t 5TRAFFIN5 C EXTERIOR KNIDOW/DOOR HEADER -- HOLDOWN
CEILING, Joi5T TO TOP PLATE (TOE-NAIL) 3-bd GOMM. PER J015T S�GOND FLOOR ATTACHMENT
CEILING J015T TO PARALLEL RAFTER (FACE-NAIL) 12-I6d GOM. EACH LAP
CEILING J015T LAPS OVER PARTITIONS (PAGE-NAI 12-Ibd COM. EAGH LAP BLOGKKN C ENDW.ALL
L
DOLLAR TIE TO RAFTER GAGE-NAIU 3-I0d GOM. PER TIE
BLOCKING TO RAFTER (TOE-NAIL) 2-6d COM. EAGH END R!D6'_'- Ir ATRM OFRAV!N6 ONLY FA5!ENING S/..HEDU"51MPSON" HDQa Q`R
LE B L/3 i - L/3 "51MPSON" PHD6
2-Ibd COMMON
RIM BOARD TO RAFTER (END-NAIU 2-I6d COM. EACH END
I ; NAILS • 6'0.G.
WALL FRAMING ROUGH OPENING FRAMIN6 REOUIER.FMENT5 FOR WINDOW OPENIN65 ! 1 FOR FULL LENGTH
I 2-Ibd COM. 1 PER FOOT A [IN AGGORDANGE WITH WOOD FRAME T I NO NOTCHES ! �— OF STUD
L D/6 MAX. PERM( TIED D
TOP PLATE TO TDP PLATE (PALE PU U GO"l5'RUGTION MANIAC 2001 EDITION]
TDP PLATES AT INTERSECTIONS (FAGE-NAIL) 4-Ibd COM. J015T - EA. SIDE-
NOTATION I 1 11
5TU0 TO STUD (PAGE-NAIL) 2-Ibd COM. 24' O.G. A'T!G D ROUGH A B G D E F I 1 �- D 6 MAX. BLDKIN
ENDALLKALL • II
pply�,
HEADER TO HEADER (FA( E-NAIL) Ibd COM. 16" OL ALONG EDGES
TOP OF BOTTOM PLATE TO STUD (1_ND-NAIL) 2-I6d COM. PER 5TUD (2'x4") g E 2'-0' 2 I-2' X 4' I I I !
i
3-I6d COM. PER 5nV (2'xb") BLOGKIN6 2 BAYS G FLOOR J015T-CENTER GUT
BACK • 4'-0' O.G. 4'-0' 4 1-2' X 4' 2 2 2 2 DIA MAX.
BOTTOM PLATE TO FLOOR J015T, BAND JOIST, 2_16d COM. 1, 2 PER FOOT _ _
END JOIST, OR 13LOGKING (FACE-NAIL) _ 2-2" X 4'
Q b 6 1-2'X6' 3 3 3 3
FLOOR FRAMINS F _
2-2' X 4' T D "5'N•cx� N• HDQa
z
J015T TO SILL TOP PLATE OR 61RDER (TOE-NAIL) 4-bd GOM. PER J015T 5E:0`.D I`LOOt b'-0' d 2'X b, Qj
NOTE
BRIDG!N6 TO J015T (TOE-NAIL) 2-bd GOM. EACH END W101-0" 10 2-2' X 6" 4 4 4 4
D/3 MAX.`
BLOCKING TO J015T (TOE-NAIL) 2-bd COM. EACH END ( ALL STRAPPING, hN 5TA' , D AS P R t
.4—
BLOCKING TO SILL OR TOP PLATE(TOE-NAIL) 3-I6d COM. EACH BLOCK BLOGKINS 2 BAYS 12'-0' I2 2-2' X b" 5 4 5 4 ADHESIVES E BE PEGIF1LAT h5 PER
BACK • 4'-0' OL.I(-
JAGK5
MANUFACTURERS SPEGIFIGATIDNS
LEAD6ER STRIP TO BEAM (FACE-NAIL) 3-I6d COM. EACH J015T °
)DIST TO LEAD6E8 TO BEAM (TOE-PUIL) 3-bd COM. PER JOIST t KIN&5 SEA'
• MAX. D FROM C.AN 1(LEVER ATTACHMENT F NE Y
BAND J015T TO JOIST (END-NAIL) 3-I6d COM. PER J015T WRAP LA UNDER
SILL PLATE aPPORT FLOOR JOIST-END GUTS
I fiRST fL001! �a� Rams�'��
T I OR TOP PLATE (TOE-NAIL) 2-Ibd COM. PER FOOT
BAND J015T O 5 LLL �O
ROOF SHEATHINGNOTATION: A '
5TRUGTURAL PANELS: (SEF GRAPHIC, ABOVE) (5EE GRAPHIC, ABOVE) BLOCKING 2 BAYS ILI A- N1M5Ei2 OF bd NAILS FJ�. END OF STRAPPIN65 (TA3LE 3.1, P. 15l) t (TABLE bA PAGE 316)
•
bd COM. 12' OL. BACK • 4'-0" O.G.
INTERIOR ZONE B- NJM.SETL OF SILL 5TJV5 ON FLAT (DOE5 NOT APPLY TO DOORS) (TABLES 3233, P. 193)
GABLE WALL EDGE ZONE bd COM. 4' D.G G- NUTAL3ER OF FULL HEIGHT KING STUDS • EA. SIDE OF HEADER (TA5LE5 3236, P. 193) D/3 MAIC
P
INTERIOR
R ZONE bd GOM b" OL
GE I L I NG SHEATH I CO D- NUMBU t3
ER OF I6d NAILS. END-NAILED THROH AD.,AGZ:57Mi K1146 5TTO END OF HEAD@?
• EA. SIDE (TABLE 3.1, P. 157) t (TABLE 6A PAGE 316) `5!""PSON' HDQ6 OFESS 1Jr
GYPSUM WALLBOARD
5d COOLERS 1" EDGE / 10' FIELD E- N/-UER OF JACK 5TLM • EA. END OF HEADER5 (TABLES 322F, P. 10I) A55Ut1 DBL. HDR "S''S0N" PFi06
WALL SHEATHING F- NUMBER OF I6d NAIL5 END-NAILED THROUGH ADJACENT JACK STUDS TO END OF 51LU5) RAFTER GEILIN5 J015T
• EA. 51DE (DOES NOT APPLY TO VoocV (TABLES 3.6, R 157)1 (TABLE bA PAGE 316)
5TPX' TUBAL PANEL5 bd COM, b' EDGE / 12" FIELD
;I
6YP5UM WALLBOARD 5d COOLERS T EDGE / 10' FIELD
FLOOR SHEATHING (SUB'=LOOK)_'._..J C.._ �~^'''—� -- �l ~. 1/_ _. ,�-�' __4 0/3 MAX.
STRUCTURAL PANELS ALL 5TRAPPIN5 TO BE 114 x 20 GAUGE 5TL * *
I' OR LE55 bd COM. 6' E06E / 12' FIELD "51MP50N" EQU11/ALENT - G520 (COILED STRAP)
6REATER THAN I" IOd COM. b' EDGE l b' FIELD ! L)1
12" MIN. BEARING 2 IN. M;N FROM TOP
•o FOR ANY ADDITIONAL INFORMATION REQUIRED REFER TO AFPA WOOD FRAME
GONSTRUGTION MANUAL '45. AND BOTTOM PIPs OR CONDUIT
OF J015T
I- NAILING REQUIREMENTS ARE BASED ON WALL SPEATING NAILED b OL
AT THE PANEL D (AGTUA 01-7117H)v
EDGE. IF WALL 5HEAT!NG 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER L55U210 JOIST HANGER AT RAFTER TO RIDGE CON TI N • EACH 'S1!!PSON' HDQa
%FAR CAPACITIE5, NAILIN6 REQ'JIREPEN'T5 FOR 57RUGTURAL MEMBERS SHALL BE OR E0,1IVALEN? 'S!M�'SON' PHD6
DOUBLED, OR ALTERNATE CONNEGTOR5, SUCH AS SHEAR PLATE55HALL BE USED TO r I FOR STRAP - � td COMMON NAILS a Eh. END OF STRAP GUTTINS DRILLINS AND NOTCHING DETAIL
MAINTAIN THE LOAD PATH. ; FOR NOTED COLLAR/GL6 TIE - IL !2d COMMON NAILS • EA.
2- WHEN WALL 5I EATING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED O'" vG I STS
i NUMBER O NAILS SHALL BE PERE V MITTTO BE REDUCED TO 1-I6d NAIL PER FOOT. �� 1-2 FIRST FLOOR A I I AGHMENT
ALTERNATE T RAFTER TO TOP PLATE TO STUD CONNECTION. • 16' OL.
DOLLAR TIE '5'v,--150N''5'v,--150N'ON' PHD5
FOR STRAP d COMMON NAILS a EA. END O STRAP
2-I6d COMMON
' •" FOR TOENAILIN6 � X d COMMON NAILS _
�( CZ d COMMON NAILS (FOR X PITCH) NAILS • 6' O.G.
ANCHOR
� - � --. .. �-, FOR FULL LENGTH
BOLT SFEGIFIGATION ALTERFOR CL OF EA. PLATE TO PLATFORM ABOVE - 1 Lb d COMMON NAILS e 16" O.G. �� `���` ~ `�� L- -',� 1 ---- _-- OF 57!1D
"U1TE FOR G.J. TO R.R. -
(TABLE 32A O THE WFGM. 1945 EDITION) CEILING TIE ___----
12 " 12"MAX n
6' MIN I t 6' K,N � - BLOCKING 6 II
X z .► AT (ONLY APPLIGI FLOOR TO FOR TWO STORY GO�21( ION 0 IG," O.G.
GUR TIONS) E' DW�L
TOP PLATES
FOR STRAP d COMMON NAILS • EA. END O STRAP I '
- ANCHOR BOLT • 23" O.G. FOR 3 STORY FOR CL OF EA. PLATE TO PLATFORM ABOVE t • O EA. PLATE TO I ( d
PLATFORM 13ELO' - I 1� d COMMON NILS • 16' O.G.
' ANCHOR BOLT • 36" O.G. FOR 2 5TORY
i' ANCHOR BOLT • -12' D.G. FOR I STORY DIA. 4 NOES MAX.
I DIA. 40 PERCENT
" ANCHOR BOLT • IS" OL. FOR 3 STORY O STUD DEP i H
ANCHOR BOLT • 23' O.G. FOR 2 STORY F I + 5/8'm THREADED ROD EMBEDDED
[T STUD TO FLOOR A55)�!-Y TO SILL PLATE(5) GONN._GTION • 16 O.G. I 12 I/2 " F.,F p7
ANCHOR BOLT • 46" O.G. FOR (STORY
I INTO CONCRETE
_ Z.
FOR STRAP - 2 Q d COMMON NAILS • EA. END OF STRAP1
FOR CL O EA. PLATE TO PLATFORM BELOW - 5/b' MIN. TO EDGE
1 L d COMMON NAILS • Ib" OL. -71
I. MIN. EMBEDMENT INTO CON( RETE (15' IN G.M.U)
W3' 5QUARE WA5HEQ5 AND END NUT SETUP 5!b" MIN. TO EDGE,
I EOXCEH D 25% Or- "SIMPSON" PHD6 O
I 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR °
57,7)CEPT14 2-I6d GON�MON L
j OR REPLACED BY HOLD DOWNS FOR 51-EARWALLS
I c " BORED HODS SHALL NOT BE F O NAILS Sib' O.G. I -
3. 1 - ANC.HOR BOLT IS TO BEE LOCATED B,_.TWEEN b MIN. IF HOLE IS BETvEEN � AND 60`% FOR FULL LEN3TH
TO I2 'MAX. FROM ENDS OR GOR"IERS LOCATED IN THE SAt GRO55 O. STUD DEP H, T14EO RTJD MUST BE ; �+
5EGTION OF GUT OR NJTCu IN DO!!SLED AND NO MORE THAN TWO
AT STUD TO FLOOR A55_"33Y TO S!LL PLATE(5) CONNECTION SEGGE551VE 5TJD5 ARE DOUBLED
STIJ'J A'ID 50 BORED
4. GONG. BLOCK TO BE FILLED SOLID • ANCHOR BOLTS.
GOU°5E5. � YAtiP LON GRADE A°T1.IGAT;CN: •IG,' O.G.
TOP 2
• ✓ I Zl
•ANY ROOF PITCH 112 OR 6REhTER GONrT1TJTE5 AN ADDITIONAL STORY FOR STRAP - d GO",-VN NAILS • EA. END OF STRAP LLJ
:s
FOR C{ OF EA. PLAN TO PLATFORM BELOW- 1 1S2 d �M"�N NAILS II z;
d ~I r
NOTE: C,Otv'7!TION FOR EXTERIOR AND BEARING WALLS. -7 Z
• 16, OL. L'', QI .
DRILLINS AND NOTCHING DETAIL
• e
i/8'QT}HfZ'=ADEN FOD E"'!BEDDED
i rFIGAL S!!GTION* DETAIL5
12 1, INTO GO"E
i m �