HomeMy WebLinkAbout29887-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-30363 Date: 08/16/04
THIS CERTIFIES that the building ACCESSORY
Location of Property: 1605 ROCKY POINT RD EAST MARION
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 30 Block 3 Lot 9
Subdivision Filed Map No_ Lot No_
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 19, 2003 pursuant to which
Building Permit No_ 29887-Z dated NOVEMBER. 25, 2003
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ACCESSORY UNHEATED POOL HOUSE IN THE REQUIRED REAR YARD AS APPLIED FOR.
The certificate is issued to JOHN S L HOPE READ
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
wY
11914 'r
orifi d Si ature
Rev. 1/81
FORM NO . 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 29887 Z Date NOVEMBER 25, 2003
Permission is hereby granted to :
JOHN S READ
4404 TOWNHOUSE DR
CORAM,NY 11727
for
CONSTRUCTION OF AN UNHEATED ACCESSORY POOL HOUSE IN THE REQUIRED
REAR YARD AS APPLIED FOR
at premises located at 1605 ROCKY POINT RD EAST MARION
County Tax Map No. 473899 Section 030 Block 0003 Lot No. 009
pursuant to application dated NOVEMBER 19, 2003 and approved by the
Building Inspector to expire on MAY 25 , 2005 .
Fee $ 75 . 00
1
horiz
ORIGINAL
Rev. 5/8/02
Form No.6
TOWN OF SOUTHOLDO
BUILDING DEPARTMENT +
TOWN HALL z 1 3 t
765-1802 - _--•
APPLICATION FOR CERTIFICATE OF OCCUPANC ' i' '''
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features-
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement fi-om plumber certifying that the solder used in system contains less than 2/10 of 1% lead-
5. Commercial btulding,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance front architect or engineer responsible for the building.
5. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant-
C_ Fees
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00.
2_ Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50-00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 /
O Date.
New Construction: t%/ Old or Pre-existing Building: (check one) //
Location of Property: leo� 0r/,iy P7-- ep, Z�5 T /7 AR-IO tl
House No. Street Hamlet
e
Owner or Owners of Property: _,T611A1 -4- ALVA, REED
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. t
Lo
Permit No. 9 JCS Date of Permit. Applicant: -)Cd? / 5 - Re-lb
Health Dept.Approval: Underwriters Approval.-
Planning
pproval:Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: y heck one)
Fee Submitted: $ '
��JJ �Applic Signa e
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LOT 18
LOT 17 - - - -'
_..: � .. RtE MAP No
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SURVEY OF:
d� rza�Zr�t rm,bma3lF�dr,shm�wkmtic,�s�naifr eoucspecrei 4:QT is
aY a.ha Gac,6f tla 1Fd50am:»�bwru�ts ABa��atl�+F�$np $f} q�.j .-,Fy,C
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:CERTRED.FNdLYTiY_ - -_:�.
eb
S:REAfdb.HOPE.M.LAUFUE READ
DA
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,WTRY MDE HOME.LCOM INC- _ lAN4}Stf iVEYt3Ft k„I
� f�66 T3 Yt(W�ini&wtt n��
49MW"EALTH LAND TITLE M4SFJRANCE CCJ719PANY ito Ypq[if.,t6mvYerR,NT[a #
W DES INC GW N.YA LIC NO-SWU i;
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TOWN OF SOUTHOLD PROPERTY RECORD CARD �—
OWNER STREET (�Q cj VILLAGE DIST. SUB. LOT
ACR. 2 D REMARKS
z o —L 12,106 54k. SS�c
TYPE OF BLD. L ILIIZ N ,�
73 3
-�CGu'fi�✓�l. %fid C! �a 8 00 p
PROP. CLASS �
se-wvA� \"lam on Ssoo- �'' s� a °�/ ,�cMZ&&
LAND IMP. TOTAL DATE
a
(7 r r , ry
B�Ioa
P 00 5 3oo�c r �7ooc� z z ,
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
BULKHEAD HOUSE/LOT a
TOTAL
0
_ y
COLOR
TRIM
30-3-9 1/02
M. Idg. 2 X 8 e-1✓Q 184- 3� (yl��{ Foundation b.a Bath ��2 Dinette
Extension I c 5 ° 77 Basement SLAP Floors Kit.
Extension Ext. Walls V civ\ r(x Interior Finish L.R.
Extension Fire Place V Heat yes D.R.
Patio Woodstove BR. Yzs ^
Porch \_ Dormer Fop
Deck Attic
Breezeway Rooms 1st Floor
Garage z Z 1c 2L : I25 Driveway Rooms 2nd Floor Q 2
O.B.
Pool C> %
2s & A I 4 &.4D Vis.•sC, 024= Sa.\t1
BUILDING PERAUT EICAIVIINER CHECKLIST
DATE REVIEWED: 11 l ZS/03
APPLICANT: DATE SUBMITTED: If / 14/03
SCTAI# DISTRICT: 1,000, SECTION: 30 ; BLOCK: S , LOT: SUBDIVISION:g�Ta,a,p g a
ADDRESS: Iba_!� 94d P+ ekj - CITY: &A ZONING DISTRICT: eR) CONFORMING? ria
s —
BUILDING PERAHTS OPEN/EXPIRED: PRE CO: Y OR N
BP_42,::,44 _Z /C'0 Z- ea st , INFO o_yb /BP c99y®1( -Z/C/0 Z- INFO it ov -7j
BP -Z!C./0 Z- , INFO /BP�4t 7E -Z/C.10 Z- , INFO /_�,c �X
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before lune 30,1993),UNDERSIZED LOTS FROM JAN.1997 100-25.Mergen(A nonconforming at an} time after 7i
REQ. LOT SIZE: ACT. LOT SIZE: ,'2a73?-REQ. LOT COV. —pe;? ACT. LOT COV.
REQ. FRONT .o PROP. FRONT ,REQ SIDE ®f,9 ACT. SIDE
REQ. REAR .n PROP. REAR / REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION:
s
ESTIMATED PROJECT COST: 5 ARCHITEC y �r4 U-.
WATERFRONT? DESCRIPTION: PANEL # FLOOD ZO
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH YfST: YES orI�O (BED #): DTE: / / PERMIT#:
TOWN SEPTIC RECEIPT: Y or'
NEW YORK STATE DEC: PRE-DEC 9,V75 YES or DTE: i PERMIT #:
SOUTHOLD TOWN TRUSTEES: YES or DTE _ / PERMIT#:
TOWN ZONING BOARD APPROVAL: YES or DTE.;, / PERMIT#:
TOWN PLAN. BOARD APPROVAL: YES or O DTE: /_/ PERMIT #:
TOWN HISTORICAL PRE (SPLIA): YE'-0
NEW YORK STATE CODE COMPLI.ANCE (SEE PA ) Y'E 0r NO
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: ,� SF FEE FEE FEE
1. ASF)- ( SF)= SF X
2. ( SF)- ( SF,)— SF X $_=$_+s +$ _$
3. ( SF)- ( SF)= SF X $ =$ +$ +$ — s
9
FINAL TOTAL: S D
765-1802
BUILDING DEPT.
INSPECTION
NDATION 1ST [ ] ROUGH PLBG.
F=MING
N 2ND [ ] INSULATION
[� [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
v`
♦ 1
DATES INSPEC
. ' t
r
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOU TION 2ND [ ] INSULATION
[ RAMING [ INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
IREMARKS: U!!C r
DATE/�j � INSPECTOR r
d
DL
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS-
DATE INSPECTOR ��
FIE LD.INSPEmoNBEpoix DATE MAMEN7S
.o .
FOUNDATION(1ST)
x
C
FOUNDATION(ZND) tr
Q O
- S
f
ROUGE Frz niw7riG u lima' 5 m
PT.UlYI8SL�7G � `�-]
INSULATION PER N.Y. �
STAT$ENERGY CODE -3
1'
"I
T '
FINAL
AMMON LCo, &,,1,,,
O
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TONiN OF SOUI'HOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTD'IENT Do you have or need the following,before applying?
TO«N HALL Board of Health
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502Sun-ey__
www. .uorthfork.net/Southold/ PERN'HT NO. Check
Septic Form
N.Y.S.D.E-C.
77 TrusteesExamined It "Z 20 7 Contact:
Approved/ _.20_-�_ Mail to:
I
Disapproved a c
_ Phone:_ 7 d P ]G
Expiration 20
r ne pector
APPLICATION FOR BUILDING PERMIT
- - - Date 11 20-e3—
INSTRUCTIONS
0e3—INSTRUCTIONS
a. This application MUST be completely filled in by typewrir'or in ink and submitted to the Building Inspector with 3
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 BEREBY 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.
c
./7 Sim a of applicant or name,if a corporation)
(Mailing address of applicant) A l/-
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises— dam' cx �nf
(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.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location o�d on which proposed work will be done:
16,05 Rbmey ZT RP
House Number Street Hamlet
County Tax Map No. 1000 Section 3® Block 03 Lot 0
Subdivision e-2 'S% J}� RjdZ/ &AQ Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:' ,
a. Existing use and occupancy -i FAQ p/zs 5�
b. Intended use and occupancy ,2 57e,42,y V/Trl-i/V6CRA)A1b Su)lr,At9?G= firA
�¢ivr7 ('o�t, H$rJ3E"
3. Nature of work(check which applicable):New Building(.Vpr Addition Alteration
Repair Removal Delmnlition Other Work
(Description)
4. Estimated Cost ����. a� Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units / Number of dwelling units on each floor t
If garage, number of cars
6_ If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: FrontRear3 Depth
Height Q5—' Number of Stories
Dimensions of same structure with alterations or additions: Front !G Rear iE r
Depth j t Height `Y Number of Stories I
S. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front ;L S SCJ I Rear !� 7 1/ Depth �i/7 f
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated &5c tpe i7-,-,4 4--
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO !�
13. Will lot be re-graded? YES NO excess fill be removed from premises? YES NO �l
14. Names of Owner of premises To_ fin! r Address 162j) Pi Q Phone No. V7- �?72r'_3
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO >/
* IF YES, SOUTHOLD TOWN TRUSTEES & D_E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO !/
* IF YES, D_E.C. PERNIITS 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.
STATE OF NEW YORK)
SS:
COUNTY OF i eFD� �
5 E> being duly sworn, deposes and says that (s)he is the applicant
(Name of individual 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 fi'.ed there-,vith.
r Sworn to before me tls - I _
-\ day of D ) 20
anytuL
Not,
Public VerC iCa F. CidOne Ignat6re of Applicant
Notary Pubic, Stste of NOVIYetrk
No: 52-AS61406
Qt a5fiecl in Suffolk County i
Commission Expires
nOec.31,99 0S
REV
JOB No. W-67 CERT 01
TAX I.D. No. 1000-30-03-09
TAX LOT 1U 7 TAX LOT 71
TAY LOT 12
TA}.I OT 13
ROCKY POINT ROAD [ 50[ ] 25-RIGHT OF WAY
EVGF ilir WT
5 8,`30'00"E 165.00'
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OT 18
LOT 17
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l FILE MAP No 0759 6/7/89
aUvrurlf Yo*Q algny [,,00 LbwsEopumer.[,saaNxron SURVEY OF:
or Ire rr_.. York Stale Filrxalon Law
�md,cared rereon shall run only to the Fawn for Nnom n u;Gepared LOT 19
and on hrs beralt lo[rre Tltk Cunrparry Ca rrrrknlal Ayeocy aro-e IoQ
lnstnw,c*rs salsa nelson ahato lne aesNoWaa of tre Lantlrnp lrxtawmn ur MAP OF EAST MARION WOODS
sutasi m o here
Of N' '/ Copies of Alis ool p of rol bearap tree woraesol inku seal u emGacexl
alai shall rww t*�cored a vaho[rue copy EAST MARION, TOWN OF SOUTHOLD
The olfeela I ot Ourxne,cNle I shoal MC flan slrWwes to me proprrtr I,l,a are
DESTIN G.GRAF for a ca-cmc purpose and use arra therefore are net,nterbea 017ur rre eretroo rR SUFFOLK COUNTY, NEWYORK
�iy iencrs,relalrrelp walls,poGM patios p'aolu areas aaauoo to bw d,op or any other
]F� 6 m strrY.Yron
O Tne almwncl,of WN of ways endror easemema of record a an,now N.are SURVEY DATE: 31M01 SCALE.: 1"=59
M g >- not Grmrarrteed
Lu
Z ? CERTIFIED ONLY TO.
yJ JOHN S. READ AND HOPE M. LAURIE- READ DESTIN G- GRAF
Sl I COUNTRYWIDE HOME LOANS INC. LAND SURVEYOR _
' u 73 Woodtaw Road
COMMONWEALTH LAND TITLE INSURANCE COMPANY Rocky Pan,.Nee.York.11 r78
631-821,341`1
By DESTIN G GRAF N Y.5 LIC NO 50067
-
a' APPROVED AS NOTED
L. r
it DATE 24
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4f.
�• FEEBY m S ,. .
I� NOTIFY BUILD)NG DEPARTMENT ATr -
_ 7651802yy,�84TO 4P.MFOR T,NE - -
I
4
I.-,FOUNDATION •TW6 REQUIRED
FOR POUREO CONCRETE
2. ROUd 'FRAMING 6 PLUMBING -
8 INSULATION
4 INAL - CONSTRUCTION.MUST .:
- BECOMPLETE FOR O0: "" <
gs
p
Ali'CONSTUIREME TS, OF SHALL MEET,-THE.
"
REQUIREMENTS,OFTHE CODES OFNEW '
YORK STATE. NOT R,ESOONRIBLEt FOR
DESIGN OR CONSTRUCTION ERRORS.
nOOD ZONE
.. 'COMPLY,WITH "
„ SOIJTHFLOO ,DAMAGE PREVENTION
SOUTHQLD TOW CODE.
ALL CONSTRUCT], SHALL
[u1EET EM NTS OF THE
COD OF' EW YOIT
3
CERT ICA ION �r
NAILING Cf NECT NS �� I R c it slue
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COMPLY WITH ALLLCODE6'OF. '! -
ANEW YORK STIA E & TOWN CODE05i -
' S REgUIRED AND.CONDITIONS'OF
:-
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STRUCTURAL_ __ __WOO_D PANELS_FOR WIND-BORNE DEBRIS PROTECTION WINDOW AND DOOR SCHEDULE
FOR WALL OPENING PROTECTION OR 20 MPH&SECOND WHO GUSTS
IMMIMUM MEAN ROOF HEIGHT.SO) A01)l Nc WINDOWTYPE Cj FAR OPENING GLASS FFFFCHVF PRESSURE REO 0 DESIGN SHIJI I Ell SIZE
OPENING AREA AREA GONE [RAI INC, RAI IN(;
d0 �x. . , H6rn �hle 7 g 3 ' �, .R31 v 4u 3' �y
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of
- MULTIPLE SECTION ASSEMBLY� 114 - I
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II
" FI
THICK BOLTS @ 2'OC
ALL WINDOWS TO BE ANDERSEN APPROVED EQUAL
ANo PIr,1-r W ; IW
TIONS FOR WINDOWS BAS D UPON EXPOSURE B MUST HAVE OP UPGRADE KIT iU MIO 'll
CALCULA
COEFFICIENT IO WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS IW Z
TABLE R 301 2(2)NEW YORK STATE BUILDING CODE - FOR HABITABLE SPACE
CUSTOM GRILLES-SEE ELEVATIONS IN ¢ t
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 510"WOOD STRUCTURAL PANELSI
WITH MAXIMUM OF 0'-D"SPAN. FASTENERS FOR SPANS UP TO G-O"SHALL BE 2112-X B WOOD SCREWS AT 16"OIC,FASTENERS
FOR SPANSUPTO Il SHALLBE21/2"-NSAT 12"OIC TABLE301.2.12
ALL NARROLINE WINDOWS MUST USE
LL STOPS TOTAL A 1-114"
.. ADDITION OF 112 %3N DP UPGRADE SILL STOP. ISI �
HE HEIGHTS REQUIRE
THE STOOL)AND O AOD T -'
T
HEIGHT AND REQUIRE THE INSTALLATION OFA SPECIAL SASH LIFT INCLUDED WITH
OP UPGRADE SILL STOP KIT)
SIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST
MEET OR EXCEED
OR EXCEED THE MINIMUM OE I II,
ALL UNITS MUST MEET I I
GLAZING
TIMES UST MEET AST E 199 REST REQ IRE MUST T TRANSFER W YOS TO RK STT ROUGHRESIDENTIAL
NG CONSTRUCTION
ALL EXTERIOR
� GLAZING MUST MEET ASTM E 1928 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE
REFER TO SECTION R 16091A FOR ALTERNATIVE OPENING PROTECTION
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1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDI COD N.Y. .
USE No �P rlco 0o ra�sc 312 , 1 -n,...ru
2 HE GMT 4
PI A 9 `
3 TYPE CONSTRUCTION WOOD FRAME CONSTRUCTION
4 DESIGN CRITERIA PRESCRIPTIVE DESIGN- 1995 HIGH WIND EDITION WFCM U o
5NG ELEMENTS SEE FLOOR PLANS AND SECTIONS D-
6 NSIGN'LOAD CALCULATIONS PAGE 3 W v
DOW AND DOOR SCHEDULE PAGE A 604E W v
\ —LOAD PATH SEE SECTION PAGE (D m TD
9 NAIL NG SCHEDULE PAGE O LD
SHUTTER_ASSEMBLY 19 EGRE S N/A } o
N.T.S. 1 LU SING RISER DIAGRAM N/A o
FOR PANEL SPANS:0<Il WIDE SPAN 1 F9iE EC ION N/A O Z o
TABLE 1609.1.4 1MM DESIGN DRAWINGS N/A Z
4 ENERGY CALCULATIONS A/A V'
23132"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4")
USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
LABEL ACCORDING TO LOCATION
ASSEMBLY:
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#80"(W/WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW @ 16"O C.OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING
#10 TEE NUTS ATTACHED TO BLDG w/#10x 1 1'z'(W/WASHERS)MACHINE BOLT @ 12"O.0
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED
UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. U)
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SHUTTER ASSEMBLY �--)
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N.T.S. ~
FOR PANEL SPANS:4'-0"OR WIDER SPAN
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SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. O
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NOTE ADDITIONS: O
2x4 STRONG-BACKS @ 24"OC O
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ASSEMBLY 0
1).PREASSEMBLE PLYWOOD TO 2x4'S.# 10x3" (wl WASHERS)GALVINIZED OR STAINLESS STEEL O
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WOOD SCRE@ 12"O.0 —
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ALTERNATIVE FOR OPENING PROTECTION
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WOOD STRUCTURAL PANELS WRH A MINIMUM THICKNESS OF T11IT'ANDMANMUM PANEL SPAN OF 6'-D" AY' ✓"¢ _
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SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS_
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. Y ✓/� w
(REFER TO SECTION 16091 4 AND 1609.6.5 AND TABLE 160914) 32 -1 @V,
TABLE 1609.1.4 u pAOFESSIONP�'�
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
FASTENER SPACING(INCHES)
PANEL SPAN� 2'12'�PANEL 4'0-PANEL ";--PANEL
FASTENER TYPE 2A" SPAN<4'-0" SPAN-64W SPAN�O'-0" 11
2112' NO WOOD SCREWS to 1B 12 9
2 V2" XB WOOD SCREWS 16 10 16 12
A.THIS TABLE IS BASED DNA MAXIMUM WIND SPEED IS SECONOGUST)OF 130 MPH AND MEAN ROOF 'i
HEIGHTOF 33'4"OR LESS
B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL
'C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO.THEY SEVILLE BE
ATTACHED URLIZING VERATON RESISTANTANCHORS HAVING A MINIMUM WITRDRAWL
CAPACITY OF 490 LBS _
GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING$_ CHEDU_LE
1.All walls,2x4 and 2x ,to e studgrade or better 16"o/c. All other framing material - - - - - - - - -
1.The information on this se[of construction documents is to relate basic design 6b
TABLE 39, INCLUDING 33 AND 3.9
to be dou las fir or better - - WOOD -- R - - - - - - - _ --- - _--
intent and framing details They are intended as a construction aid,not a substitute 9 1995 SBC HIGH WIND EIX110N WOOD FRAME CONSTRUCTION MANUAL
for generally accepted good building practice and compliance with current New York 2 All wood framing m contact with concrete or masonry to be pressure treated
state building codes. The general contractor is responsible for providing standard g JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ZW
construction details and procedures to ensure a professionally finished,stmeturally
sound,and weatherproof completed product 3 Provide double floor joists under all walls parallel to floor joist span direction unless ROOF FRAMING
otherwise specified. RAFTER TO TOP PLATE TOE NAMED 649'WALL 3 So PER RAFTER _ pp
2.General Contractor to coordinate all sub contractors,scheduling of work,and 10-0' WALL 44k1 PERRAFTER - -- ILL O
interaction between trades 4 Provide x-bracing or solid blocking at a maximum of V-0"o/c for all dimensional - _ -
lumberfloorloists CEILING JOIST TO TOP PLATE TOE WAILED 6-0"WALL 38d PERJOIST w Z l .,,1
- uy-v WALL 4-8_d PER JOIST
tail ¢ {,
3.The general contractor is responsible for ensunng that all work and construction _
meets or exceeds current federal, state,and local codes, ordinances and regulations, 5 Floor construction.IN" and groove plywood subAooc Finished material to be CEILING JOIST PARALLEL RAPIER ,FACE WALED SEE TABLE 3 7 EACH LAP
etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floorloists. CEIUNG JOIST LAPS OVER PA_RTITIONS FACE WILED SEE TABLE 3 7 EACHLAP
and should be adhered to even if they are In variance with the plan. BLOCKICOLLANG
TIE TO RAFTER _ 'FACE NAILED SEE TABLE 3.4 PER TIE
6.All winffow and door headers to be minimum(2)2x10 unless otherwise specified BLOCKING ID RAFTER TOE NAILED _ 2Ad _ EACH END
4 Dimensions shall take precedent over scale drawings(do not scale drawings)
All interior headers to be(2)2x10 unless otherwise specified
RM BOARD TO RAPIER ,END NAILED 2-164 EACH END
� .,
7. Provide full solid blocking under all beam walls TOP PLATE TO TOP PLATE FACE NAILED 2-1Bd ' _ PER FOOT - - - - --
5 The designer has not been engaged for construction plans,
nor re and assumes no 9 9 WALL ATE TO'
responsibility for construction coordinating vee these plans,nor responsibility for 8.All beams to have adequate beano at each end or as specified. _ _ _ _
construction means,methods,techniques,sequences, or procedures,or for safety q g p TOP PLATES AT INTERSECTIONS FACE NAILED 418tl JOINTS-EACH SIDE i
precautions and programs in connection with the work There are no warranties fora g,All flush beam and joist Intersections to have galvanized hangers. STUD TO STUD FACE NAILED 216d 24 0/C '
specific use expressed or implied in the use of these plans. HEADER TO HEADER FACE NAILED 16d 16'O/CALONG EDGES
sheathed with%"exterior grade plywood or TOP OR BOTTOM PLATE TO STUD END NAILED 2-18d PER 2x1 STUD
10.Typical exterior walls and roof to be sheat
6 Refer to floor plans,exterior elevations, and window schedule for types and sizes of 7/16"OSB plywood, group 1,APA rated. Plywood to span over all plates and 4-_ 3- PER 270 STUD
iSdfitl PER 270 STUD z
- - - - _ -
windows. All windows to be Andersen high performance quality or approved equal.
headers. BOTTOM PLATE TO FLOOR JOIST,
7.Door and window headers to align unless otherwise noted. 11. Provide insulation bales at eave vents between rafters. BANOJOIST, END JOIST,OR BLOCKING !FACE WAILED 2-18d '- PER FOOT I � O
8.General contractor is to ensure that masonry and prefabricated fireplace - - Q
specifications and applicable codes. 12. Exterior hashing to be correctly installed at all connections between roofs,walls, FLOOR FRAMING _ �
constriction meets or exceeds all manufacturersp pp as required b a roved construction
JOIST To SILL TOP PLATE,OR GIRDER 'TOE WAILED 48d PER JOIST
chimneys, projections,and penetrationsy pp - (-
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9 General contractor to consult and coordinate with the owner and the plans for all practices. BRIDGINGTOJOIST TOE WAILED 2Ad EACH END
built in items such as bookcases, shelving, pantry,closets,etc BLOCKING TO JOIST TOE NAILED 24dd EACH END
13.General contractor to provide adequate attic ventilation and roof vents. BLOCKING 1D SILL OR TOP PLATE TOE NAILED 3-18d1Bd EACH
BLOCK 'PP
10.Provide hardwired smoke detectors,with battery backup, on all floors and in each LEDGER STRIP TO BEAM FACE NAILED _3-16d EACH JOIST -
bedroom,verify with local code requirements as per Section R317, New York State 14 Provide appropriate soffit ventilation at overhangs JOIST ON LEDGER TO BEAM 'TOE NAILED 38d PER JOIST
Residential Construction Code. Install carbon monoxide detectors as per code GENERAL PLUMBING NOTES BAND JOISTTO JOIST END WAILED 346d PER JOIST
BAND JOIST TO SILL OR TDP PLATE TOE NAILED 2-16d PER FOOT
GENERAL FOUNDATION NOTES 1 Plumbing subcontractor to be responsible for adhering to all applicable code and 0
- - safety requirements ROOF SHFAT}YNG - - - - - - O o
1 General contractor to review plans,elevations,and details to determine intended STRUCTURAL PANELS 4'PERIMETER EDGE ZONE-i6'O'C-6'AT PANEL Z
heights of finished floor(s)above typical grade. 2 If wall plates or joists are cut during the installation of plumbing fixtures or EDGES AND AT INTERMEDIATE SUPPORTS IN 11f W
equipment provide bracing to be framing back together. Sol PALL FIELD - U1
2.All footings to rest on undisturbed soil. INTERIOR ZONE-16'OtC-W AT PALL EDGES AND 12'
GENERAL HVAC SYSTEM NOTES 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ED
3 Provide 112"expansion/clot material between all concrete slabs and abutting FDGE
EATHING WITHIN 4'U"OF IIiE PERIMETER EDGE OF TFE ROOF, INCLUDIIJG 4'-0"ON EACH SIDE OF THE ROOF PEAK THE 4'lT'
concrete or masonry walls occurring m exterior or unheated interior areas.
I. Mechanical subcontractor is responsible for adhering to all applicable codes and DGE ZOfJE ATTACHMEN_R REQUIREMENTS SHALL_ BE USED. _ - . .
safety requirements. O Z o
4 Concrete on 4"sand or gravel fill minimum,with 6x8-10/10 wire mesh reinforcing. THINGInterior slabs to be placed on 6 mil. stabilizedpolyethylene vapor barrier. 2. HVAC subcontractor to fully coordinate all system data and requirements with the LBOARD 5d COOLERS TEDGE 110'FIELD Zequipment supplier 5 Provide crawl space ventilation per local code requirements 3. HVAC subcontractor to provide final system layout drawing antl submit it to general HING4 EDGE ZONE-i6'O/C-6'AT PANEL EDGES AND 12' to6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval PANELS
between all wood surfaces that are exposed to concrete or masonry surfaces I TER R ZONETE SUPPORTS IS T PANEL EDGES AM 12
THE PANEL FIELD
NEW CODE �° AT INTERMEDIATE SUPPORTS N7 EPANEL FIELD
7. Dampproof exterior of foundation with a bituminous coating as per code and soil GENERAL WIND PROTECTION CONNECTION NOTES - - _ - -
7. Da ons. FIBERBOARD PANELS 7/76' 6d 3"EDGE/6'FIELD
Adapted from Standard for Hurricane Resistant Residential Construction, SSTD 10-99 - - 2932' 8d 3"EDGE/6'-FIELD
and 1995 SBC High Wind Edition Wood Frame Construction GYPSUM WALLBOARD 5d COOLERS 7'EDGE/1FIELD
GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction - Bit 4'EDGE ZINE-16'O/C-U'AT PANEL EDGES AND IT
HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
1. Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations walls,floors,studs and roof - -
framing shall be provided TABLE 3.4' _ TABLE 3.7
2.All interiorwalls to be covered with W gypsum board with metal corner reinforcing 1995 SBC HIGH WIND EDITION WOOD 11995 SBC HIGH WIND EDITION WOOD FRAME - U)
Tape,float,and sand(3 coats) 2.Approved connectors,anchors and other fastening devices not included In the 'FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL
Standard Building Code,Table 2306 1 shall be installed in accordance with ,RAFTER SPACING 16"OIC (RAFTER SPACING 16"0/C W
3. Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturer's recommendations '120 mph FASTEST WINDSPEED Z
at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber - ROOF PITCH ROOF SPAN Z
3. Metal plates,connectors,screws, bolts,and nails exposed directly to the weather or 12 20 28 36 W
requires 2layers of 5/8",fire rated gypsum board ROOF ROOF NUMBER U
subject to salt corrosion in costal areas, shall be stainless steel or hot dipped 312 5 6 11 14 U
galvanized PITCH SPAN (N) OF NAILS -412-4- 5 e 11 Z
4.All hath and toilet area walls and ceilings adjacent to wet areas to have water 9 4.12-12-3 512 3 5 7 9
resistant gypsum board,or wall tele set on wanderboard or equal 16 4 7 12 3 4 6
5
4 Where windows and doors interrupt wood structural panel sheathing and siding, - O
framing anchors or connectors shall be provided at the tap and bottom of top20 5 cripple 912 3 3 4 5 O
studs, header studs,and at least one stud at each side of opening. 24 6 t2 12 3 3 3 4 !' 'o� J
DESIGN LOAD CALCULATIONSU.
28 7 i ��
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) 5.Ridge straps shall be attached to each pair of opposing rafters except where collar 336
2 a
E)OERIOR BALCONIES 60 ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair ` Z
_5.12 12 3 °J
DECKS 40 of rafters. Y W
ATTICS WITHOUT STORAGE 30 6. Uplift connectors shall be provided at each rafter bearing. pp q �1
40 -�F 0z2z541
ATTICS WITH STORAGE - 24 5
ROOMS (OTHER THAN SLEEPING ROOMS) 40 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 28 6 9pFESSLONP /'�
S 30 comers. 32 7
SLEEPING ROOMS `••i••I
36 7 U)
8.SOI Plate to Foundation AnchorageSill plate shall be anchored to the foundation -612 _ _12 _ 3
CRITERIA FOR CALCULATION OF DEAD LOAD
with anchor bolts having a min bolt diameter of 5/8"and 3"x 3"x 1/8"washers A _ _ ifi _ 3
JACTUALWEIGHTS OF MATERIALS REFERENCED TO A I A. minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 20 4
ARCHITECTURAL GRAPHIC STANDARDS each plate. Anchor bolts shall have a minimum embedment of inches in concrete/ 24 5
masonry foundations. Anchor bolts shall be located within 12 inches of comers and at _ 28 5 1 CLIMATIC AND GEOGRAPHIC DESIGN CRRERIA
SNOW spacing not exceeding 4 feet on center. - 32 6 WEATHERING SEVERE
GROUND SNOW LOAD 451bs. 36 7 FROST UNE DEPTH 3'{P
_772-1212 12 _ __ 2 �RM� MODERATE TO HEAVY �l
SEISMIC THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT - _ 16 -- 3 DECAY SLIGHTTO MODERATE `Z
DESIGN CATEGORY B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 20 4 WINTER DESIGN TEMP 11
24 _ _ 4 ICE SHIELD UNDER- AS PER MANUFACTURER'S {
GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 28 5 LAYMENTREOUIRED SPECIFICATIONS/STATE CODE
WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6
36 6 FLOOD HAZARDS l o
WIND SPEED 120 mph
E7lPO5URE CATEGORY B
RIDGE
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USP RT16 OR(2)RT7
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TOP PLATE--
- f TOP PLATE - - ---E-1
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USPRS250AT21 - USP RT3
USP RT20 USP RS250 AT 10" I
USP LS OR TMU IES- '
USP RS250 AT 12" - CONNECTION- - --- - fl . WALL STUD ----- -- - - - C-) JACK STUDS — --- � A RAFTER/ROGE/RAFTER WITH CT' RS250 RODlICT NUMBER 1
RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"1 LSSH179
B RAFTER/PLATE/STUD RT20 loll
RAFTER/PLATE RT18 or(2)RT7 I I W
/� PLATE/STUD RS250 18"
Al RAFTER/RIDGE/RAFTERwIOCT /�RAFTER/PLATE/STUD �RAFTER/PLATE PLATE/STUD C HEADER/STUD RT3
�HEADER/STUD HEADER/JACK HEADER/JACKSTUD RS250 12"
D FLOOR TO FLOOR KLFTA or RS250 36" F- ao
E STUD/PLATE/SILL RS250 36" O N
STUD/PLATE RS250 16" 0. C)
PLATE/SILL MP6F W r
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F ANCHOR BOLTS STB16 W d' R
G POSTANCHOR FOR DECKS PAU SERIES a m N
POST ANCHOR FOR COVERED PORCHES CBE SERIES
' 1)6OR 2X4-16"O/C COLLAR TIES MIN ¢ Z �O�yy
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USP CBE - - - -
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2ND.FLOOR WALL STUD— U 2ND.FLOOR WALL STUD
1ST.FLOOR WALL STUD--- E) 1 ST.FLOOR WALL STUD - r7
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2ND.FLOOR PLATE 2ND. FLOOR PLATE F- 1 POST ANCHOR FOR COVERED PORCHES VI
SUBFLOOR Lu
- SUBFLOOR — 1ST.FLOOR PLATE - 1ST.FLOOR PLATE --- -? Z
RIM BOARD----- LU
RIM BOARD -- SUBFLOOR --- SUBFLOOR--- U
USP KLFTA --- USP RS260 AT 36'
USP RS250 AT 36" USP RS250 AT 16" ----- - � Z
1ST. FLOOR TOP PLATES- 1ST.FLOOR TOP PLATES - RIM BOARD - RIM BOARD - --- tE OF NEty y Of
DOUBLE SILL PLATE -- -- DOUBLE SILL PLATE - - -- POST - -- -- _ c' O
USP MP6F ----- y h LL
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1ST FLOOR WALL STUD --- ) IST FLOOR WALL STUD --- EJ FOUNDATION WALL FOUNDATION WALL -----@ "= ,• W ��----II Z
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