HomeMy WebLinkAbout33403-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
Date: 08/04/08
NO: Z-33188
mIS CERTIFIES that the building SUNROOM ADDITION
Location of property: 125
(HOUSE NO.)
County Tax Map No. 473889 Section 30
THE CRESCENT
(STREET)
Block 2
EAST MARION
(HAMLET)
Lot 41
SUbdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 10, 2007 pursuant to whicb
Building Permit No. 33403-Z
dated SEPTEMBER 18, 2007
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 SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to ANmONY & KATHERINE VIVONA
(OWNER)
of the aforesaid building.
N/A
SUFFOLK COUNTt" DEPARTMBI!lT OF HBALm APPROVAL
03/05/08
ELECTRICAL CERTIFICATE 110.
3060622
N/A
PLUMBERS CERTIFICATION DATED
Rev. 1/81
I
I
APPLICATION FOR CERTIFICATE OF OCCUPANCY
.Dt> ~ L{ ).
\:/~ f\f\fvll UV1: r;
Form NO.6'
TOWN OF SOUTHOLD I ) ., ~ ")
BUILDING DEPARTMENT
TOWN HALL
765-1802
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411
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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:
I. 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 from plumber certifying that the solder used in system contains less than 2/1 0 of I % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the bnilding.
6. Submit Plarming Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) nOll-conforming uses, Or buildings and "pre-existing" land llses:
I. Accurate survey of propeliy 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.
New Construption:
.
C. Fees
I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
SWin1l11ing pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Celiificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Celiificate of Occupancy - $50,00
5. Temporary Celiificate of Occupancy - Residential $15.00, Conunercial $15.00
Date. ()-'# ~ goo 8
./ Old or Pre-existing Building: ~ (check one)
/::>..c;- lAG CrtSU'1'i- e~/VVJvvCk'\
House No. Street Hamlet
Owner or Owners ofProperty:l},.,;r.J.(,,/IJ Y +- CJ.\ T+-I e/2l~ F ~ 1') tV A
Suffolk County Tax Map No 1000, Section 30 Block ~
Location of Property:
Lot
41
Subdivision
Pennit No. 3':>'-1D?::>
Filed Map.
Lot:
Date ofPemlit.
Applicant:
Health Dept. Approval:
Plarming Board Approval:
Underwriters Approval:
Reqnest for:
Temporary Certificate
Final Certificate:
./
(check one)
Fee Submitted: $
CD .:c:331'i)s
e.e c.. '1 4'l \~
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I BY THIS CERTIFICATE OF COMPLIANCE THE I
I NEW YORK BOARD OF FIRE UNDERWRITERS I
~ 40 FUL ~~NR~~~EE~F_ ~~;C;OR~;,I:~ 10038 '3 O. - :;< L/i I
~ ( ~
~ CERTIFIES THAT ~
I Upo' th"ppli~ti" of "PO' ,,'mi~, ~"'" "' I
~ ~
~ JIM SAGE ELEC. INC. TONY VIVONA 3 3 L/O 3 ~
~ PO BOX 38 125 THE CRESCENT fi!.I
~ GREEN PORT, NY 11944-0038, EAST MARION, NY 11935 ~
~ ~
~ Located at 125 THE CRESCENT EAST MARION, NY 11935 ~
I Application Number: 3060622 Certificate Number: 3060622 ~
~ ~
~ Section: Block: Lot: Building Permit: BDC: ns11 ~
~ ~
~ ~I~~~;:~:~ daesvi~es and wiring, described below, located i~/~~uf~;~~;~s~:i;t:the premises electrical system consisting of ~
~ ~
~ ~~=- ~
I A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~
~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~
fi!.I promulgated by the State of New York, Department of State Code Enforcement and Administration, or other fi!.I
~ authority having jurisdiction, and found to be in compliance therewith on the 5th Day of March, 2008. ~
~ Name OTY Rate Rotin. Circuit ~ ~
~~~~ ~
~ Outlet 9 0 Fixture ~
~ Fixture 9 0 Incandescent ~
~ Outlet 9 0 General Purpose ~
I ~:~;~~acle ~ ~ ~::::: ::~:: ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ II? 7 7 ~
~ ~
~ ~
~ seal ~
~ ~
~ I of I ~
I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I
il!Iii!~il!Iii!~l!I
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.
33403 Z
Date SEPTEMBER 18, 2007
permission is hereby granted to:
ANTHONY & WF VIVONA
207-05 26 AVENUE
BAYSIDE,NY 11350
for :
CONSTRUCTION OF A SUNROOM ADDITION AS APPLIED FOR
at premises located at
125 THE CRESCENT
EAST MARION
County Tax Map No. 473889 Section 030
Block 0002
Lot No. 041
pursuant to application dated SEPTEMBER 10, 2007 and approved by the
Building Inspector to expire on MARCH
18, 2009.
Fee $
200.00
e
ORIGINAL
Rev. 5/8/02
Expiration
,20
BUILDING PERMIT APPLICATION CHECKLIST
Do you have 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
Contact:
Maii to: f)1 Q no. mov-u ~
4 +l a 1''1111-\-0 t"\ C +. Coy 0. yy\ N'/ I
Phone:lo31-1ol1~-SLoDd-. I r-Bl
OWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN h,iLL -
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.net/SouthoId/
PERMIT NO. B ,=) '-( 0 SO ~
Examined
Approved
Disapproved alc
;20~
,20
APPLICATION FOR BUILDING PERMIT
Date C/ II ()
INSTRUCTIONS I
,20~
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 oflot 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 South old, 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.
(Si na e of applicant or name, if a corporation)
4J::\mYl\\1D() Gr. Cnram NN l 1lJ;L
(Mailing address of appli6ant)
1.9:3. \-lPC\ '8 - 5Lo 00>-
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
~yy\-
Name of owner of premises -Antn1)V1~1 VIVfJfl().
(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.
I. Location of land on which .J?roposed work will be done:
1815 --rY\-r LYe.S(O..n+ eas+
House Number Street
r<1 11v-\ on
Hamlet
County Tax Map No. 1000 Section 30
SubdivisionJ'e'c:b\~ Be(lcJn ----=ravMS
(Name)
Block c;?
Filed Map No.
Lot~
Lot. 9.
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy f e,~ \ r:\1...\I\C D ~. t
b. Intended use and occupancy .'5t1M1 )
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition
Other Work
,/
Alteration
4. Estimated Cost J 0) nor:, . <so
5. If dwelling, number of dwelling units
If garage, number of cars
(Description)
Fee
(To be paid on filing this application)
Number of dwelling units on each floor
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: FrontAl 11. ~ ) Rear Lllo.lo) Depth 30.0l'
Height_ Number of Stories I
Dimensions of same structure with alterations or additions: Front L/ li .5 ) Rear L./{~. (g )
Depth--.!:1/ ~ .~ ) Height Number of Stories /
, ) )
8. Dimensions of entire new construction: Front ,8,=) Rear 073 Depth /(0
Height >f'q " Number of Stories I
2u,SQQP'
9. Size oflot: Front Rear Depth
10. Date of Purchase
Name of Former Owner
II. Zone or use district in which premises are situated
2-c(o
,- ~A:Jble &~
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO J
13. Will lot be re-graded? YES_ NO /Will excess fill be removed from premises? YES_ NOJ
14. Names ofownerotfcremiSeS~{)V1Y VMirta Address [as lr/J CreJunf Phone No. Ct;31-L{77-~3~
Name of Architect obe~ AddressC",cyo,S\/e:\s.Mom ~hone No \ D"'>\-Sld3-33~\
Name ofContractor::fnA,{ t'ahLYIs' Address~b'<"OO'" cnL.\, hone No.
Cso.IV\A. oJJ ~~ )
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO L
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet ofa tidal wetland? * YES_ NO v
* 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.
STATE OF NEW YORK)
SS:
COUNTYOF::,.,~+,,,\k )
b\ ~ G- XY\ \::Y6Jr'\.l) being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
d@t'M-
(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.
Sworn to before me this
I -l'^
D dayof Sepi-e,.....b..... 20...2.L
~P~~
John M. Jpuudgtlc State 01 Naw York
NOiARY 8 I>
No. 01JU6059400lk County J.!,..
ouallfied In stPires May 29. 20
commiSSion
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUC'nON
[ ] ROUGH PLBG.
[ ] I~LATION
[~INAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRAnON
cO
DATE
INSPECTOR
"","i ~
:5 ~ fo3 Z
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
N FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
~RAM~(STRA~ [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
~
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DATE II-i-a1 INSPECTOR ~~
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TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
SPECTION
[ ] ROUGH PLBG.
] FOUNDATION 2ND [ ] INSULATION
] FRAMING I STRAPPING [] FINAL
] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSlRUC'nON [ ] FIRE RESISTANT PENETRATION
REMARKS. ~. -r Ic'l-vfl ~
DATE
(0 ( 0 1- ~ (in INSPECTOR
"
FIELD INSPECTION REPORT DATE I
/()/~/b 7 4't: )b Ill. '.
f
HA\-& 'T ---...'"/"...A .,
,
FOUNDATION (1ST)
FOUNDATION (2ND)
ROUGH FRAMING &
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
,
FINAL
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COMMENTS
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OWNER
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FORMER OWNER
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TOWN OF SOUTHOLD PROPERTY OeoRD CARD
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1he C -esce/Cf
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RES. ./10 SEAS. VL / FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
500 '
4700/'
"32- Qc::.;>
00/
1400
4~" *'"
Tillable
Woodland
Meadowland
House Plot
Total
~~o
~ Boo 01:. {'kJ::...Ci2.Oo>~)
FRONTAGE ON WATER
FRONTAGE ON ROAD
DEPTH
BULKHEAD
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COLOR TRI'"
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M. Bldg. l$x3o ~ ~ I "34 2- 4",,97/
I Z '" 210 '" 3..0 ~ c,.b'O
Extension 1''1)(;''6 -=-532-
Extension
,
Extension
~ \ Jt '(.o'l'- -3 ~c. ~l.-) ,~ . 8Jf Foundation V.c.. Both 11:.- Dinette
- O~
Porch Basement l'='>-.IL.l- Floors K.
Porch Ext. Walls '"1i:':.>< III Interior Finish C;; R, LR.
Breezeway Fire Place I Heat 2- DR.
Garage 20>< 2.1 =. L/~"" /.'J\ <1<1 Type Roof G ,.eS~/..... f:'::~,- Rooms 1 st Floor BR.
Patio , Recreation Room Rooms 2nd Floor FIN. B
./
O. B. I ~'< I to =(-;.34 ') (~7-::-. ./ t)e..) ;?, ~4- Dormer Driveway
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Total I,,~~
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Utft'i ui ;j.y'~;'~ ;f W.1~1'(.l\\f~:!~1 ~.~.,wdgl"tnent
HEALTH DEPARTMENl DATA FOR APPROVAL TO CONSTRUCT
*NEA~ESTWATERMAIN_MI ~ *~OuRSEOFWATER' PRIVATE PUBLlcL
* sur". co TAx. MAP OIST ~s Eer lON...!e..-BlOCK ~lOT""J.L
* THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY
OTHER THAN THOSE !IHOWtl HfREON.
*- THE WATER SUPPU AND ')EWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE
Will. CONFORM TO THE 3TANOARDS OF fHE SuFFOLK COUNTY DEPAIHMi"lT
(1f HEALTH SERvICES
Af'PLICANT
A:JORt::SS
-_.__.~-----_._-~~----
TEL'
.' MONUMENT
SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF
SUFFOLK COUNTY ON JUNE II, 1975 AS FILE NO. 6266.
* rHE LOCATION Of WELL(wl,SEPTIC TANK(Sn&CESSPOOLS{CP)SHOWN HERE?H
ARE FROM FIELD OBSERVATIONS AND OR OATA OBTAINtD FROM OTWEIS
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5uRvE Y FOR
ANTHONY VIVONA a KATHERINE VIVONA
LOT 98 II PEBBLE BEACH FARMS II
AT EAST MARION
TOWN OF SOUTHOLD
SUFFOLK CnUNTY. NEW YORK
DEC. 2, 1988
MAY 27,/982
:'-"l)~. ''-?(),l'.\p,z
~f"R.'2"" 19B'2
DATt DEC.8,1978
SCA~[: ''':40'
NO. 78- 778
* -.;IIjAUr'1JRllt:.~-' A, '[<'IA'" ,',,," .. A~-,U, t-i..'~ '(,J r",5
<;\'''''..E~ ,$... 'o"~" A"::i,.. ~ Sf '~-1It'2,Y;;.' Y>it
"'t[* r'JR" STA,q U'u(Ar,C"',;'.,.
"",,;,Plto.; ;)1' T~ ",.,),/..t'''' i1t.Ak''''f, ,~,t ,<lilt
~n,R...fY(d;> S "'R!. ':>t A. ::.. ''''H SSt' [) ~fAl ':>MA.
"'C' Bf CONS!DtJ,j~O TC BE" ..~. ;,.: ''1:,~ ."
*,.ARA~rt't.5 fIj;". A1t!' '"'ll.ii 'fIj S";'.l, f;'d~ '')~L! I
1,.,( ?E~'j011t FOR *"..\tw1 fHt}<lofvEr 15 PREPARED .
4'""00'" MIS BEMA~F 'fa rM[' '1..E CI)MPAI'P.GOvfR/Il
MEI\ITAL AGENC. AND ,--E""OING 'f\lSTITuTIOf\l liSTED
HEREON,AND TO !ME ASSIG,..U.'.S ')1' THE l(,..OtkG
INSflTUTION GUARA/llTEES ARt NOT TRA""SfERABlE
TO llOOITrOf\lAl If\lST'rUTION5 (,R SuBSEQuENT
O.,""E(tS
*DISTANCES SHe,W,"" Hf.RfON fk(:PIA "'ROPERTY L,NES
TO r:"!STI""G SIR~'CTUHfS ARE FUR A SPECIFIC
PuRPOSE: A"'D ARE NOT Te, 8E -.lSED TO ESTABLISH
PROPERTy LINE~ 0R FOR TIH tRECTiO/ll OF FENCES
;~
<AOO OSTRANOER AVENUE
RIVERHEAD', NEW YORK
ALDEN W YOUNG,PROFESSIONAL ENGINEER.
AND LAND SURVEYOR N YS LICENSE NO 12845
"OWARD W YOUNG, LAND SURVEYOR
NYS LICENSE NO 45893
...~::.'i,~.
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AP ROVED AS NOTED
DATE:~ B.P.#~
FE. ./ B';~-P(1
NOTI BUILDING DEPf,RTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CON~TRUCTICN MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CQDES OF NEW
'<<lRK STATE. NOT RESPONSIBLE FOR
IIESl3N OR CONSTRUCTION ERRORS.
COIv1Pl Y WITH All CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND cO' 'fJ'TIONS OF
SOU1HQI-; \C\~,'N ~::.\
SO!, ;:
. .': ~ ','~'~~G 3Q~RD
SC''-'-<'_~- .lj"r,.~~,\.~-,:"-'S
N.Y,S, Dee
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE
CODES or- N::VI \\;:,( STATE.
.
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ENGINEERING CALCULATIONS
STANDARD 230 SUN AND STARS:
STRAIGHT EAVE
MODEL SWM-16DH
WITH SCBS ROOF RAFTERS
WITH SCBI RAFTER STIFFENERS
AT 30" ON CENTER BAYS
FOR THE VIVONA RESIDENCE
LOCATED AT 125 CRESCENT LANE
E. MARION, NY 11939
DATE: August 22,2007
THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR
38 psf ROOF SNOW LOAD
(ROOF SNOW LOAD REDUCTION APPLIED)
115 mph EXPOSURE B WIND L
AS PER THE 2002 NEW YORK STATE BUILDIN
AND EITHER MEETS OR EXCEEDS THESE <e{ D J;
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I. THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT U 19!1~<
INCLUDING, THE CONNECTIONS TO THE EXISTING STRUCTURE ANDIOR ANY N "=---
CONSTRUCTION. ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE
EXISTING STRUCTURE ARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE FOUR SEASONS
PRODUCT, AND MUST BE DESIGNED BY A DESIGN PROFESSIONAL.
2, THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOT
ACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT TO THE
EXISTING STRUCTURE. THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW
LOADING. ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY A DESIGN
PROFESSIONAL.
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GENERAL NOTES
VIVONA RESIDENCE:
SERIES 230 SUN $ STARS
STRAIGHT EAVE DESIGN
A. fOUNDATIONS
I . MAXIMUM PRESUMPTIVE AllOWABLE SOIL BEARING PRESSURE fOR NEW FOOTINGS:::; 3000 PSf.
2. FOOTING EXCAVATIONS AND fORMS SHALL BE REVIEWED BY LOCAL BUILDING OffiCIAL PRIOR TO PlACl
3. fOOTING ELEVATIONS SHAlL NOT BE RA!SED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER.
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B. CONCRETE
I . ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS Of 3.000 PSI.
2. ALL CONCRfTE WORK SHAll CONFORM TO ACI 310,
3. PLACE f EXPANSION JOINT MATERIAl BETWEEN EDGES OF SlABS AND VERTICAL SURFACES UNLESS OTHER
C. REINFORCING Sll:EL
I . BARS SHAlL BE ROLLED fROM NEW BilLET -STEEL CONfORMING TO A5TM AGI 5, GRADE 60.
2. wELDED WIRE fABR.lC SHALL CONfORM TO ASTM A 185 OR ASTM A497.
3. DETAIL AND fABRICATE REINfORCING STEEL IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION SP-66.
4. REi~~FORC!NG STEEL SHALL P,f REVIEWED BY THF LOCAl BUILDING OFFICIAL PRIOR TO PlACING CONCRETE.
5. PROVtDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER ANU :J1Lt P6 I.ONGiI ULJihiAL BAP...5 iN fOOTINGS
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D. STRUCTURAl LUMBER
I. STRUCTURAL LUMBER SHALL BE GREEN DOUGlAS fiR LARCH NO.2. OR BffiER. UNLESS OTHERVv15E NOTED
ON THE PlANS WITH THE fOLLOWING MINIMUM PROPERTIES:
a. Fb = 350 PSI
b. Fe cPERrENOICUlARJ "" 625 PSI
e. Fv"" 95 PSI
d. E = 1,600,000 PSI
2. ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE, OR BffiER, WITH
ACO (AlKALINE COPPER QUATERNARY) TREATMENT.
3. PROVIDE WASHERS BET'NEEN All THE BOLT HE,A.[)S AND WOOD AND BElVv'EEN All NUTS
AND WOOD.
4. LAG BOLTS AND SCRE'vV5 SHALL BE PROVIDED 'NITH lEAD HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT Of THE THREAD DIAMETER Of THE BOLT OR SCREW. All lAG BOLTS
AND SCRE'NS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES
BY DRIVING WITH A HAMMER.
5. niR.OUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES v.11tCH ARE '* TO rt- INCH lARGER THAN
THE BOLTS.
G. STEEL FOR ALL ACCESSORIES SHALL CONfORM TO ASTM A3G.
7 fl'(IN()OD SHAll BE C-C EXTERIOR, DfPA GRADE MA~D OR EQUIVA!...fNT. OF THE THICKNESS
S:10WN ON THE DRAWINGS.
8. PROVIDE OTHER MANUfACTURED ACCESSORIES A'5 REQUIRED AND 16 SPECifiED.
9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO 'NEATHER AND All STEEL fASTENERS, INCLUDING
B:;T NOT LIMITED TO NAILS, ANCHOR BOLTS. CONNECTION BOLTS, NUTS, WASHERS, lAG BOLTS
OR. SCRE\oVS SHAll BE GAlVANIZED IN ACCORDANCE WITH THE A5TM STANDARD fOR THAT ACCESSORY,
A5TM A213, Al 53 OR OTHER.
i O. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRQDUC'fS PRODUCED BY THE
SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVAlENT PRODUCTS.
I 1 . ALL lAMINATED VENEER LUMBER (LVl) SHALL HAVE THE fOLlC'WING MINIMUM PROPERTIES,
a. fb "" 2,600 PSI
b. Fv "" 285 PSI
e Fe (PERPENDlCUlARJ = 750 PSI
d. E "" 1 ,900,000 PSI
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fA\ PLOT PLAN
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NOTE,
I . THIS PLOT PLAN IS FOR REFERENCE ONLY,
FOR ADDITIONAL INFORMATION SEE SURVEY
PROVIDED BY A LICENSED LAND SURVEYOR.
2. LOT COVERAGE CALCS (FOOT PRINT ONLY)
LOT SF, 2G,599 SF =.G I ACRES
EXISTING, I ,793:t (G.7%)
PROPOSED, 528:t (1.9%)
TOTAL, 2321 (8.7%)
E. STRUCTURAL STEEL
I . ALL STRUCTURAL STEEL CONfORMS TO ASTM A36 OR ASTM 1672 GRADE 50.
f. AllJMINIJM
I. ALL STRUCTURAL ALUMINUM CONfORMS TO THE MINIMUM REQUIREMENTS Of 6005-T5 fOR ALLOY AND TEMPER
EXCEPT A5 NOTED BELOW;
GREAT ROOM 12 RIDGE BEAM..............G005-TS
CORNER COLUMN......... .. .......60G3-TG
H-COLUMN.. ................. .....60G3-T6
UTILITY 'H' COLUMN.......... ......6063-T6
2 ALL STRUCTURAL ALUMINUM WORK CONFORMS TO 'PART I-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES -
ALLOWABLE STRESS DESIGN" OR "PART I-B _ SPECifICATIONS fOR AlUaMINUM STRUCTURES - BUILDING LOAD AND
RESISTANCE fACTOR DESIGN' Of THE AlUMINUM ASSOCIATION, INC. SEVENTH EDITION, EFfECTIVE JANUARY 2000.
3. IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT 'lJ!TH STEEL PROVIDE DIELECTRIC SEPARATION.
4. All EXPOSED ALUMINUM RECEIVES ONE COAT OF PAINT. COLOR TO 15 COORDINATED WITH MODEL AVAII.ABILlTY.
5 ALL fASTENERS CONNECTING ALUMINUM COMPONENTS ARE STAINLESS STEEL TYPE 300 i 8-8 UNLESS OTHERWISE NOTED
ON PLANS.
G STAIRS
STAIRS SHALL BE 3G' WIDE. M.AX. RISER 8 114"
(MAX. VAR. 3/8"), 9' MIN. THREAD, MIN. HEADROOM SHALL BE G'-8". LANDING
SHALL BE NO LESS THAN DOOR OR STAIRWAY SERVED AND SHALL HAVE A MIN.
DtMENSION Of 3G" MEA5URED IN THE DIRECTION Of TRAVEL All STAIRS OVER
TWO (2) RISER AND AlL LANDING SHAll HAVE HANDRAILS. HANDRAILS SHALL HAVE
CIRCULAR CROSS SECTIONS Of AT lEAST I 1/4" AND NO GREATER THAN 2". If
NOT CIRCULAR THAN A PERIMETER DIMENSION Of AT LEAST 4" AND NO GREATER THAN
G 1/4" WITH MAX. CROSS SECTION DIMENSION Of 2 1/4". GUARDS ARE REQUIRED ON
PORCHES, BALCONIES, RAISED fLOORS, DEC"'-S LOCATED 30" OR MORt: FROM GRADE
OR FLOOR LEVEl. ALSO ALL STAIRS WITH GREATER THAN TWO (2) RISERS. GUARDS
SHALL BE A MIN. HI. OF 36", EXCEPT STAIRS WHICH CAN BE 34'. THE GUARDS SHALL
BE OF SIZE AS TO NOT ALLOW THE PASSAGE Of A 4" SPHERE. ALL STAIRS AND
BAlCONIES MUST BE POSITIVELY ATTACHED (NOT TOENAlLED). Ai..L LANDINGS SHALL
BE A MIN. OF 3G" IN DIRt:CTION Of TRAVEL
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REVIEWED BY,
CONTRACT DAT~ 8/'3/07
DATE,8/23/07
JOB N,
CLIMATIC * GEOGRAPHIC DE51GN CRITERIA
ICESHIEl..D
UNDERLA'rMENT
REQUIRED
""5
WINTER
DESIGN
TEMPfRATURE
FLOOD
"AZARD
SEISMIC
DESIGN
CATEGORY
"'NO
GROUND 5NOW
LOAD
D~CAY
v.t:ATHfRlNG
SEVfRE
SPEED (MPH)
SEE GENERAL
NOTES
NO
"
SEE GENERAL
NOTeS
VIVONA
DOCUMENTS ARE VALID ONLY
WITH AN ORIGINAL STAMP
AND DATED SIGNATURE
S I OF 10
FOR CONTINUATION 5EE 5HEET 52
I . DEAD LOAD, 7 P5F
GENERAL NOTES CONTINUATION
FASTENER SCHEDULE FOR 230 SUN. STARS
TO E..X!5Tlf\!G STR.lJCTURF5 t FOUNDATIONS
COMPONENT fASTENER NO.I5PACING
(MIN.) FASTENERS
COLUMNlSIU. 3/8' IZI BOLT wi 2 (MIN.) @ EACH COLUMN
I 1/4' WASHER AND 24' D.C. (MAX.)
2X8 RIDGE 3/8" 0
BOARD (2) ROWS@ 16'0.e.
TO EXISTING WI WASHER
WAlL COLUMN 3/{j'(2l 2 IN TOP b' {3" APART)
WI WASHER 30" O.C. (MAX.) VERTICALLY
RIDGE CUP 3/8" 0 BOLT wI (2) AT EACH RAFTER
@ LEDGER WASHER
BASEWALL 3/8"0 LAG SEE DETAIL
TO BOLT wNlASH. />IS7
EXIST.
LEDGER 3/8'121 lAG 2@24"
TO
EXIST. BOLT wN/ASH. D.C.
H. GLASS
I . GLASS UNITS CONSISTS OF TWO PANES OF 1/8" THICK TEMPERED GLASS
WITH A 5/8" STAINLESS STEEL SPACER BETWEEN PANES WITH AN ARGON FILL.
2. GLASS CONFORMS TO ASTM E 1300.
3. ALL MC-I G (CODE 78) CLEAR ARGON ROOF GLASS HAS THE FOLLOWING
MINIMUM PROPERTIES,
VISIBILITY TRANSMITTANCE ~ IG%
SOLAR TRANSMITTANCE = 10%
ULTRAVIOLET TRANSMITANCE = 7 %
VISIBLE OUTSIDE REFLECTIVITY - I I %
VISIBLE INSIDE REFLECTIVITY ~ 25 %
5HALJING COEffICiU\iT =. t 8
SOLAR HEAT GAIN COEFFICIENT ~ .15
RELATIVE HEAT GAIN = 39
ASH RAE WINTER U VALUE ~ .25
ASHRAE WINTER R VALUE = 4.0
4. ALL MC-5G (CODE 74) CLEAR ARGON WALL GLASS HAS THE FOLLOWING
MINIMUM PROPERTIES,
VISIBILITY TRANSMITTANCE = 5G
SOLAR TRANSMITTANCE ~ 29
ULTRAVIOLET TRANSMITANCE = 13
VISIBLE OUTSIDE REFLECTIVITY = 10
VISIBLE INSIDE REFLECTIVITY = 17
SHADING COEFFICIENT ~.38
SOLAR HEAT GAIN COEFFICIENT ~ .33
RELATIVE HEAT GPJN = 79
ASHRAE WINTER U VALUE ~ .25
ASHRAE WINTER R VALUE ~ 4.0
NOTE: ALL FASTENERS SHALL BE STAINLESS STEEL
WITH MINIMUM 3" EM6EDMENT.
I. SEALANT
I . ALL SEALANT CONFORMS TO TT-S-OO I 543-A, TT-S-00230G,
ASTM C-920 TYPE S, GRADE NS, CLASS 25.
J. GASKETS
I . ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY.
K. ROOM SPECIFICS
DRAWING APPROVAL NOTE:
DRAWINGS AND ENGINEERING ARE PROVIDED
BASED ON INFORMATION 5UBtv1ITTED BY THE
PARTNER TO THE ENGINEERING DEPARTMENT.
ANY PRfvIOU5 ORDERS OR CONfiGURATIONS
MAY NEED TO BE ADJU5TED, DUE TO ADDITIONAl
5TRUCTURAL ENGINEERING REQUlREMENT5.
IT 15 THE RESPON51BUTY OF THE PARTNER TO
COORDINATE CHANGE ORDER REQUE5T5 THROUGH
THE CU5TOMER SERVICE DEPARTMENT AND/OR
THE TECHNICAl DEPARTMENT.
REFERENCE STANDARDS:
ASTM E I I 9
ASTM E 1300
ASCE 7-98
.) ROOF GLASS CODE 78,R-VALUE ~ 4.0
WALL GLASS CODE 74,R-VALUE = 4.0
b) WALL PANELS TO BE 3" INSULATED, R~ 13.4
e) (3) LITE COLUMNS
d) 5CB5 HEAVY RAFTER BARS w/5CBI INSERT
(8)-BAYS @ 30 5/8" O.C.' (I) @ 22 5/8"
e) (G) 5'-0" SLIDER WINDOWS, (2) 4'-0" SLIDER WINDOWS
(2) G'-O" SLIDER DOORS,( I) I '-9" FIXED WINDOW
L. DEFLECTION CRITERIA
I . ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM
DEflECTION LIMITS,
LL
DL + LL
Ul20
.. STRUCTURAL ALUMINUM,
b. GLASS,
e. WOOD,
UI75
UI80
UI80
DOCUMENTS ARE VALID ONLY
WITH AN ORIGINAL STAMP
AND DATED SIGNATURE
M. DESIGN LIVE LOADS
ALL GLASS IS TEMPERED AND SHALL COMPLY WIT
REQUIREMENTS OF THE 2002 NEW YORK STATE
2. GROUND SNOW LOAD, 45 PSF
3. WIND LOAD,
BASIC WIND SPEED' 120 MPH
WIND EXPOSURE, B
VELOCITY PRESSURE EXPOSURE COEFFICIENT, K2, 0.7
DIRECTIONALlTY FACTOR, Kd, 0.85
GUST EFFECT FACTOR, G, 0.85
IMPORTANCE FACTOR, I, 1.0
INTERNAL PRESSURE COEFFICIENT, GCp" .55
4. LATERAL DESIGN CONTROLLED BY WIND.
N. COORDINATION
I . THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY
NOTIFY THE ENGINEER OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD
MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME.
O. ABBREVIATIONS
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT
ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE
COMMON ABBREVIATIONS USED,
I. TYP. - TYPICAL
2. SIM. - SIMILlAR
3. UON - UNLESS OTHERWISE NOTED
4. CONT. - CONTINUOUS
P. CONSTRUCTION SAFETY
I . THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY
DURING CONSTRUCTION.
2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING.
GUYING OF FRAMING AGAINST WIND, CONSTRUCTION LOADS. OTHER
TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF
THE FRAMING.
Q. MISCELLANEOUS
I. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE OF
NEW YORK STATE, THE RESIDENTIAL CODE OF NEW YORK STATE, THE ENERGY
CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, AND THE LOCAL
ZONING RULES AND REGULATIONS.
2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE
CONTRACTOR FROM EXECUTING ALL THE WORK IN ACCORDANCE WITH THE
BUILDING CODE OF NEW YORK STATE, THE RESIDENTIAL CODE OF NEW
YORK STATE AND ALL LOCAL REGULATIONS HAVING JURISDICTION.
3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF
THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER
PERSONS PERFORMING THE WORK.
4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS
AND/OR VARIANCE APPROVAL.
R. CONSERVADECK
I. DEAD LOAD FOR flOOR SYSTEM, 13.5 PSF
2. FOR ALLOWABLE LIVE LOADS REFER TO
FOUR SEASONS SOLAR PRODUCTS 'CONSERVADECK INSULATED
flOORING SYSTEM ALLOWABLE LIVE LOADS' CHART. DEAD LOAD
OF FLOORING MATERIALS MUST BE SUBTRACTED FROM CHART VALUES.
3. MATERIALS,
POLYSTYRENE CORE,
-TENSILE STRENGTH = I G - 20 PSI
-SHEAR = 18 - 22 PSI
-SHEAR MODULUS (Ge) = 280 - 320 PSI
-MODLlLUS OF ELASTICITY ~ 180 - 220 PSI
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REVIEWED BY,
CDlHAACT DATE- 8/9/07
DATE,8123107
JOB #,
VIVONA
S20F 10
DOCUMENTS ARE VALID ONLY
WITH AN ORIGINAL STAMP
AND DATED SIGNATURE
DENOTE5 5MARTDECK PANEL AND TYPE
5EE DETAILS FOR 5PUCE AND CONNECTION
REQUlREMENT5
OUT51DE fACE EXI5T1NG WALL
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SCALE, 3/1;" "-0"
NOTE:
I. FOR INFORMATION NOT SHOWN SEE 5UNROOM DRAWINGS.
2. MAXIMUM DECK HEIGHT 15 3'-0" ABOVE FINISH GRADE
3. 5EE GENERAL NOTE5 FOR MINIMUM CONCRETE REOUlREMENT5
4. MAXIMUM ALLOWABLE CANTILEVER EQUALS "d" WHERE "d" IS DEPTH OF
CANTILEVERED MEMBER A5 MEA5URED FROM EDGE OF SUPPORT.
DRAWN BY' AJ5
REVIEWED BY'
CONT;(AC; DATE 8/9/07
DATE,8/23/07
JOB N,
FRAMING SCHEDULE
MEMBER SIZE SPACING REMARKS
FOOTING 1 '-0" 0 x 3'-0"(U.0.N.) 5' G" (MAX.) O.C. SEE NOTE 3
GIRDER SEE PLAN N/A CO NT ACROSS SUPPORT
FLOOR JOISTS SMARTDECK N/A
LEDGER 2 X 10 N/A
VIVONA
S30F 10
DOCUMENTS ARE VALID ONLY
WITH AN ORIGINAL STAMP
AND DATED SIGNATURE
OUT51DE FACE EXI5TING WALL
(@ 5TRUCTURAL FRAMING)
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AND 12" O.C. ON INTERMEDIATE FRAMING.
2. MAXIMUM AllOWABLE CANTilEVER EOUAlS "d" WHERE "d" IS DEPTH OF CANTilEVERED MEMBER
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REVIEWED BY'
CONRACT DATE 8/'3/07
DATE,8/23/07
JOB#'
VIVONA
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15'-1 1 1/2" O.A.
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SEE SHEET S2 FOR
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SEE PLANS FOR SIZE
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SIMPSON STRONG
TIE BC4 POST CAP
DRAWN BY: AJ5
REVIEWED BY:
CONTRACT DATE 8/9/07
DATE: 8/23/07
JOB N:
TYP CONSERVADECK CONNECTION AT GABLE WALL
NOT TO SCALf
NOTE:
I. ALL FASTENERS TO BE STAINLESS STEEL.
TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER
NOT TO SCALE
VIVONA
DOCUMENTS ARE VALID ONLY
WITH AN ORIGINAL STAMP
AND DATED SIGNATURE
S50F 10
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CONT;(AC! DATE, 8/9/07
DATE,8/23/07
JOB #,
VIVONA
SGOF 10
EXISTING STRUCTURE
NOTE:
BASEWALL 4.
ROOM FRAMING
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DRAWN BY, AJ5
REVIEWED BY'
CONTRACi DATE 8/9/07
DATE,8/23/07
JOB #,
VIVONA
S70F 10
FLASH ING
(BY OTHERS)
DENOTES PORTION
OF EXISTING FRAMING
TO BE REMOVED
NEW PLYWOOD
SHEATHING, TO
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wi 3 ROWS 8d
NAILS
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LAG BOLTS wi MIN 4" EMBEDMENT.
COUNTERSINK BOLTS AS REQ'D TO
INSTALL SUNROOM RIDGE.
NEW FOUR SEASONS RIDGE
FASTEN TO 2x8 LEDGER IN
ACCORDANCE WITH SUNROOM DETAILS
TYP STRAIGHT EAVE CONNECTION DETAIL AT EXIST STRUCTURE
NOT TO SCALE
DOCUMENTS ARE VALID ONLY
WITH AN ORIGINAL 5TAMP
AND DATED 51GNATURE
FLASHING
(BY OTHERS)
NEW FOUR SEASONS RIDGE
FASTEN TO 2x8 LEDGER IN
ACCORDANCE WITH SUNROOM DETAILS
NEW FOUR
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COUNTERSINK BOLTS AS REQ'D TO
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REV NO
DRAWN BY, AJ5
REVI EWED BY'
CONTi(ACT DATE, 8/9/07
DATE,5/23/07
JOB #,
TYP STRAIGHT EAVE CONNECTION AT EXIST STRUCTURE
NOT TO SCALE
NOTE: @
I. USE ONLY AS REQ'D BY LOCAL FIELD CONDITIONS
58
VIVONA
S80F 10
FLOOR FRAMING SEE SHEET S3A FOR SIZE
~ SPACING. FASTEN JOIST TO DOUBLE BAND WITH
SIMPSON STRONG TIE FACE MOUNT HANGER
SIZE TO MATCH FLOOR JOIST
5/4" x G" A.C.Q.
DECK BOARDS
(2) 51MP50N 5TRONG
TIE H2.5 HURRICANE TIE
AT EACH JOl5T PLACE TIE'5
DIAGONALLY TO AVOID
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(2) 2x CONTINUOU5
BAND AROUND ENTIRE
FLOOR PERIMETER
DROP GIRDER
5EE PLAN5 FOR
51ZE ~ LOCATION
TYP. FLR FRAMING CONNECTION AT EXTERIOR GIRDER
NOT TO SCAt..f
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REQUIRED
2x LEDGER (MATCH FLOOR JOl5T5
5IZE) FASTEN TO EXI5TING 5TRUCTURE
WITH gOO 0 LAG BOL T5
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NOT TO SCAlf
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5/4" x G" A.C.Q.
DECK BOARD5
DRAWN BY, AJ5
REVIEWED BY'
CONTRACT DATE, 8/9/07
DATE,8/23/07
J05#,
TYP. FLR FRAMING CONNECTION TO INTERIOR GIRDER
NOT TO SCALE
VIVONA
DOCUMENT5 ARE VALID ONLY
WITH AN ORIGINAL 5TAMP
AND DATED 51GNATURE
S90F 10
. . . .
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@ TOP AND BOTTOM WITH
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OR (I) - #8 WOOD 5CREW.
5EE NOTE I 4' 4.
2 X 4 TOP AND BOTTOM
ATTACHED TO GUARD P05T WITH
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FLA5HING AS
REQUIRED
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5PACED @ G'-O" O.C.
(MAX.)
51MP50N "H2.5" HURRICANE CLIP
(OR EQUIVALENT) OR
(3) 8d TOE NAILED.
5EE NOTE I.
51MP50N 5TRONG TIE FACE MOUNT
HANGER - TO MATCH FLOOR JOl5T5
51ZE (51MP50N "HU528" OR EQUIVALENT)
EXI5TING 5UNROOM BAND
IF EXI5T flOOR FRAMING 15
PARALLEL PROVIDE
50LlD BLOCKING AS REQ'D
FOR ADEQUATE CONNECTION
(2) 1/2" 0 THRU BOLT5
@ EACH GUARD P05T
2x 8 CONTINUOU5
RIM JOl5T AROUND ENTIRE
DECK PERIMETER
ATTACH TO EACH JOl5T
WITH (2) 10d NAILS (MIN.)
TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE
NOT TO SCALE
P05T CAP
5EE NOTE5 I 4' 3
NOTE,
I. ALL FASTENERS TO BE 5TAINLE55 5TEEL OR HOT DIPPED GALVANIZED.
DROP GIRDER
5EE PLAN ON 5HEET 54
FOR 51ZE AND LOCATION
5EE NOTE 2
P05T
4"X 4'.
DRAWN BY, 1\J5
REVIEWED BY'
CONTRACT DATt 8/9/07
DATE,8/23/07
JOB #,
1YP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER
NOT TO SCALE
NOTE,
I. ALL FASTENERS TO BE 5TAINLE55 5TEEL OR HOT DIPPED GALVANIZED.
2. GIRDER TO BE A55EMBLED WITH (2) ROWS I ad NAIL5 5TAGGERED @ 12" O.C.
3. (2) 3/8" 0 THRU BOLT5 @ P05T CAP (TYP.).
4. THE GUARD5 5HALL BE OF 51ZE AS TO NOT ALLOW THE PA55AGE OF A 4" 5PHERE.
VIVONA
I (9F 10
DOCUMENTS ARE VALID ONLY
WITH AN ORIGINAL STAMP
AND DATED SIGNATURE