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FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-25549 Date: 02/23/98
THIS CERTIFIES that the building ACCESSORY
Location of Property: 1450 WICKHAM AVE MATTITUCK
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 139 Block 3 Lot 47
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JANUARY 30, 1995 pursuant to which
Building Permit No. 22588-Z dated FEBRUARY 7, 1995
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 TWO CAR GARAGE WITH NON-HABITABLE STORAGE SPACE ABOVE AS
APPLIED FOR.
The certificate is issued to FRANCIS J. MEYER, JR.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. PENDING 02/17/98
PLUMBERS CERTIFICATION DATED N/A
_e
///Bu,i ding Inspector
Rev. 1/81
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)
Date 19Y!...
N® 22588 z
Permission Is hereby granteddtt
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to
.../Von....lQ'406 -
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~jf......~~.....7.... i ~ .........e ~1..fi..o. .r..
~f~......./.......... T ....................4........./..........
at premises located at........6• • C~J . L r........~ Lfll.....
..................,r9' 4.e..............
County Tax Map No. 1000 Section Block ~Lot No, .T...r,,l...................
pursuant to application dated 119 `J..... and approved by the
Buildingo pectct/or. to
Fee $ P..
Buildin Inspect
Rev. 6/30/80
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-Pazv
FEB 2 0 IR7o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
66DG.DEM. TOWN HALL
" 765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
A. This application must be filled in by typewriter OR ink and submitted to the building
inspector with the following: 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 from plumber certifying that the solder used in system contains
less than 2/10 of 1% 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 building.
6. 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 a 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 - .25i~,
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
~ Date vZ.~
New Construction... Old Or Pre-existing Building
r ~
Location of Property.. ~~~a .?V.~.......... .Q m3f,!uc K
House No. Street Hamlet
Onwer or Owners of Property.6rayc~ !yef!tr .(Tr
County Tax Map No 1000, Section .../A1-4.... Block ...37! .........Lot..V 7/,f!
Subdivision....Iff/& ............................Filed Map...!!! /t...Lot..ljY./ #
Permit No.Askr~7f .....Date Of Permit. ...Applicant
Health Dept. Approval ..........................Underwriters Approval.(.?5.....................
Planning Board Approval
Request for: Temporary Certificate........... Final Certiiccate..V........
Pee Submitted:
, 5 YOYb ........GZ!-
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AP ICAN
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o~OgUFFO(,1-~O
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Town Hall, 53095 Main Road C2 Z Fax (516) 765-1823
P. O. Box 1179 v~ Telephone (516) 765-1802
Southold, New York 11971
~~l ~ Sao
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
November 7, 1997
Francis J. Meyer, Jr.
1780 Marratooka Rd.
Mattituck, N.Y. 11952
To Whom This May Concern:
We are unable to complete your Certificate of Occupancy
because of the following reasons:
XX An application for Certificate of Occupancy is
not on file. (Enclosed)
XX No Underwriters Certificate on file.
XX The check is (not on file.)$25.00
No Health Department Approval on file.
No final inspection has been made.
No Plumber Solder Certificate on file.
(All permits involving plumbing being
issued after April 1, 1984).
BUILDING PERMIT # _ 22588-X.
Please contact our office on this matter. Thank you for
cooperation.
SOUTHOLD TOWN BUILDING DEPT.
:tea Q`
FIELD INSPECTION REPORT ~D COMMENTS
-
FOUNDATION (1ST) ii
ND)
FOUNDATION (2
ii
ROUGH FRAME
PLUMBING y
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u n
INSULATION PER N. Y.
STATE ENERGY
CODE
FINAL
ADDITIONAL COMMENTS:
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-ct - tr~,t7 f^ y5 f~ n"rt a._ f ~°f°J f yF iy atr-°`b',tia °^A'g
Ilk, 1,
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1780 P1arratooka Rd.
Mattituck, New York 11952
January 30 1995
i own Of Southold _
Building Department
;;nutnolr.,, New York I 1971 ,
w b.+s i k.~1uFA .t a Fr kte>%
1~ ~ r)1 Tv;r°.Y? b F fir,.-,
Sun ert: Building permit for garage located at 1450 Wickham Ayett
The existing framed garage and shed shown on the copy of the.suCvey F ~h< ,
! %141 0
fr t
would be removed, and a new garage as per plan no. GA677 would 6e ~ult~~,~` F
in the location shown on the plot diagram.'`
,v a
The plans which were purchased from National Plan Service, Inc shav`an
upstairs apartment. In the garage built there will not be an upstairs
apartment, the upstairs will be used for storage only. s
~x
Sincerely
u
i fFrancis al~Meye Jr fi'g'
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ROBERT H. WHELAN, P.E.
P. O. Box 590 •160 Bungalow Lane
Mattltuck, IL Y21952 •516-298-5770
October 11 1997 Q 06 - -«n
Town of Southold 0
Building Department
Main Road
Southold, New York 11971
Att: Mr. Mike Verity
Re: New Garage
Mr. Frank Meyer
1450 Wickham Avenue
Mattituck, New York 11952
Permit No. 22588-Z
Dear Sir:
Pursuant to our conversation with reference to the above, please find attached, a sketch
of the required alteration to the existing support beam to bring the as-built construction in
conformance with the New York State Building Code for occupancy as storage.
Thank you for your time and cooperation on this matter. If there are any questions
relative to the above please do not hesitate to call.
,~E OF Nl: R, r
g~9 wR~ ~~e9~ ly Yours
•
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A Nn 6149+ f~~G Robert H. Whelan, P.E.
bn\~SIO^N~'ti .
cc: Mr, Frank Meyer
ROBEaRT H i WHEL1ANd P.E.
P.O. BOX 590
BY DATE /D Z 9Z 160 BUNGALOW LANE SHEET NO. --/-OF~
MATTITUCK, N.Y. 11952
CHKD. BY DATE (516)298-5770 JOB NO.
SUBJECT 97i/'3
14
01997
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OF NEW
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ROBERT WGHE IL1ANa P.E.
P.O.IN BOX 590
BY~ DATE iD-Z-97 160 BUNGALOW LANE SHEETNO. OF~
MATTITUCK, N.Y. 11952
CHKD. BY DATE (516)298-5770 JOB NO.
/ SUBJECT r~ 9>i/..3
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- - 1997
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- BLDG. DEPT.
T AWN F S UTH LD
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~O~sswN i+y to
1780 Marratooka Rd.
Matt! tuck, Rievv York 1 1052
January 30, 1995
TOwl1 Of Sol_ltno1el
Building Department
->outholrl, New lion: 1 1971
~)ublect. Buliding permit for garage located at 1450 Wickham Ave.
The existing framed garage and shed shown on the copy of the survey
would be remover, and a new garage as per plan no GA677 would be built
it) tnt- location shown on the plot diagram.
The plans which were Purchased from National Plan Service, Inc show an
upstairs apartment. In the garage built there will not be an upstairs
apartment, the upstairs wi11 be used for storage only.
Sincerely
Francis J. Meyer Jr.
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION I ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ INAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
G'
DATE INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
F
DATE C INSPECTOR
765.1802
BUILDING DEPT.
SPECTION
XF,~NISATION 1ST [ } ROUGH PLBG.
~j FOUNDATION 2ND [ ] INSULATION
FRAMING FINAL
REMARKS:
A /
DATE ~4 0 INSPECTO
E
bs aas~V
THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1
( ~8069955 BUREAU OF ELECTRICITY
I 40 FULTON STREET, NEW YORK, NY 10036
Date MARCH 06,1998 Application No. on file 15526898/98 H 056949
THIS CERTIFIES THAT
only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of
FRANK MEYER, 1450 WICKHAM AVE., MATTITUCK, NY
in the following location, ? Basement ? Ist Fl. ? 2nd Fl. GAR Section Block Lot
was examined on FEBRUARY 17,1998 and found to be in compliance with the National Electrical Code.
FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS
OUTLETS INCANDESCENT FLUORESCENT OTHER AMY. KW. AMT. K.W. AMT. K,W. AMT. N.W. AMT. H.P,
8 15 4 II
DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI.OUTLET DIMMERS
SYSTEMS
AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A. W. G. AMT. AMP. AMf. AMPS. TRANS. AMT. H.P. NO. OF FEET AMT. WAi13
1 1 3
SERVICE DISCONNECT NO. OF S E R V I C E
METER NO. OF CC COND. A. W G. A W G A. W. G.
AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 0 4W PER 0 OE CC. COND. NO. Of HI-LEG OF HI-LEG NO. Of NEUTRALS OF NEUTRAL
OTHER APPARATUS:
PANELBOARDS:1-6 CIR. 100
G.F.C.I:-2
FRANK MEYER - 1... L
1780 MARRATOOKA ROAD
MATTITUCK, NY, 11952 GENERAL MANAGER
M11
Per
This certificate must not be altered In any manner; return to the office of the Board If Incorrect, Inspectors may be Identified by their credentials..
COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER.
t3 ~ tl yl'1 h n,` BOARD OF HEALTH
FORM NO.1 3 SETS OF PLANS ii TOWN OFSOUTHOLD SURVEY •
3 E
BUILDING DEPARTMENT CIIECK
,.._..w...__....._.. TOWN HALL SEPTIC FORM
r'Lr!C i SOUTHOLD, N.Y. 11971
TOWtdu:i' a,s.',_ TEL.: 765-1802 „ a F 't
Examined CALL
MAIL TO:
•lpproved / 19 Permit No v~~r
Disapproved a/c .....................?CATION
g Inspector)
A R BUILDING PERMIT r
' Date 19
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3
ets 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
r areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli-
ation.
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 issued a Building Permit to the applicant. Such permit
iall 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 whatever until a Certificate of Occupancy
.call have been granted by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
uilding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
egulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described.
he applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to
dmit authorized inspectors on premises and in building for necessaryins ticns.
(Signatur of a scant, Or name, if a corporation)
(Mailing address of applicant)
tate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder.
4 WOX (
~ameofowner ofpremises .C.r,~nc iS..~./~1 TC
(as on the tax roll or latest deed)
applicant is a corporation, signature of duly authorized officer.
(Name and title of corporate officer)
Builder's License No .
Plumber's License No .
Electrician's License No .
Other Trade's License No .
Location of land on which proposed work will be done . . . . .
1.5'S"~ 0. n. A.ve Ma. ffi. 0~- .
HouseNumber '
Street Hamlet
County Tax Map No. 1000 Section ~.~.9 d , . , Block . Lot ....7. 7- z~P
'ubdivision Filed Map No. Lot .!i
(Name)
Ste existing use and occupancy of premises and intended use and occupancy of proposed construction:
xisting use and occupancy ...~h GI,S•c d,
'ended use and occupancy . l 5.. aY.V p
3. Nature of work (check which applicable): New Building ...k<; .
Ad 1YOn ,Vteration
Repair val Demolition y/
• • • Other Work
4. Estimated Cost . ~OppPy~ , , (Description)
,
Fee
5. If (to be paid on filin_r, this application)
If garage, number of cars nits . , , , , , Number of dwelling units on each floor . , ,
n, • • , " " ' ' •
6. If busiess, commercial or mixed 'occup up r .......cify ..at
ocancy, speure and
7 extent of each type of use . 0 .1-411A,
. Dimensions of e~isting structures 'l if any: Front ./{9tr1, ,Rear
`l.~~~. Dc th.. . '~'.y..
Height ..../Q........ .NumberofStories ..:.'.left, p 0 .
Dimensions of same structure wittt alterations or addi 'ons: Front /V/~
s ( Rear il~!< .
Depth
Hcigltt /I. . i' . ; . Number of Stories NIfs-... .
a sions ons~ ofC o ru'tion: Front , Y ~
u2 . • Rear ..a~ ! Depth . . . .
. A ~
$ Henht a ~n Ie of Stories , ;j,. ' ' ' ' ' ' ' ' ' '
9. Size of lot; Frontfi r r ,e new ew c c N Q • • ,
10. Date of Purchase • • • Rear Depth aee . y
/.1-I91. . . • . Namc of Former Owner PF.ilero1o. I~ 0 'b"A. ,13!~aI I. Zone or use district in which prcnyises are situated • /P 1~ (r
12. Does proposed construction vio any zoning law, ordinance or rem
13. Will lot be regraded gulation: .We. . 0 . . . . .
/VG.... , I:. • , , , , , , • • , , , , Will excess fill e remove 1 from premises: yes,
14. Name of Owner of premises ~ia r i S /uly. er i,Tr Address /~/~1J, I!/tG 0#3 e. ffi . Phone No.~q.~ 4~174g .
Name of Architect ~A , , . Address
Name of Contractor . " " • • • • • • • • • • • • • Phone No
15. Is this propesertS wioutholdthin To 30 / Address Phone No.
0 feet of a tidal wetland? *Yes........ *If Y lwn Trustees Permit may be required. Ro
PLOT DIAGRAM
Locate clearly and distinctly all buildings, whether existing or proposed, and, indicate all set-back dimensions from
property lines. Give street and block number or description according to deed, and show street names and indicate whether
interior or corner lot. w ij -Aft M A Vp
~1<ST3 v
lH5"~ lA/i ari 4V
ox 11)
hood"
i
n f;
3'
r
fATE OF NEW YORK, 6+Z,S
OUNTY OF $ t ~F~IK S.S
Aye S' l~fer• Jrt •i'• • • • • • • being duly sworn, deposes and says that he is the applicant
named(Name of individual signing pontract)
ove is the {Y, /.AO . .
(Contractor, agent, corporate officer, etc.)
said owner or owners, and is duly authorized to perform or ')lication; that all statements contained in this application arc have
to the best of his kno vl dge and belief; and that thte
,rk will be performed in the manner set forth in the application filed therewith.
om to before me this
.......3"... day of.
tary Public
, County ,
(SIQUED) IMAGtCaP.RET M. S1AEM
N~j f,~s.r Y R"RI,0 , ~.t.!%: of Nlew York
%LP Pd•0343300 :r. y?.•..,,,..:... C.... • ~-v..n..
e i i -:I in Su'rtolk County J (Signature of applicant)
commisslor Expires
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, h•J C7 n X17 ' //~I d7JIO `W ...~/N n ~ ~ AE a $ ~ ~ ~ f lu h 0
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Material List 2 CAR GARAGE WITH
QUANTITY SIZE DESCRIPTION BOARD FEET DESIGN NO. GA677
I Pc. 2x4-16' Treated Bottom Plate 11
5 PCs. 2x4-12' Treated Bottom Plate 40u x -'t+' \
1 Pc. 2x4-10' Treated Bottom Plate Front, 5~ s V QUANTITY SIZE DESCRIPTION BOARD FEET
Cut 7
2 PCs. 2x4-10' Treated Bottom Plate, Interior 13 MISCELLANEOUS MILLWORK (SEE PLAN)
2 PCs. 2x4-16' Top Wall Plate 21 9 136 L.F. Base
6 PCs. 2x4-12' Top Wall Plate 48 r 10 L.F. Wardrobe Closet Shelf & Pole
9 P9 IA-19~ T.._ W_1 of-._ 1 4'x4'-1/2" Plywood Attic Scuttle 16 Sq.Ft.
1 Bdl. Shim Shingles
3 Metal Roof Vents
91L I 1 Pc. 1x2-10' Attic Scutrlc Stop 1
0 N 10 L.F. Attic Scuttle Tiim -
PIN I
STAIR MATERIAL (SEE PLAN)
3 PCs. 2x12-14' Stair Carriage 84
13 PCs. 1 1/4"x10 1/2"-48" Stair Treads 57
14 PCs. 3/4"x8"-48" Stair Risers 37
F-F 2 Pc5. 1x12-14' Wall Stringer 28
14 L.F. Handrail With Wall Bracket
(Wrou(Iht lion)
10 L. F. Malal Wiought lion Railing i
ll }lfll ~n ~~1114Mu I Tn 2 PCs. 1x)2-14' Wall Sliingu, 28 KITCHEN C<1.8"0Wal & VANIT S
z clcll ~o2a g tiu;~llv1 I VI lV~~ Ili l~ LL„Vl I ~~~~Y ~1 mk Front
Vl 1 Lazy Susan Spin Base Unit 4f1' II(1I 1 Base Unit
~ ~ 111~~1661b16{ ql~ 0.1Id~u lkb~ I~[Ibf(~t`~ (u~ti f i6[~6~ I~lild~ ~.~)I~y~I~lll `t~i.l)I.Id ~l lit 1 Base Unit 1 " Corner Wall Unit
QUANTITY SIZE DESCRIPTION BOARD FEET 1 2" Wall Unit
1 8" Wall Unit
38 PCs. 4'x8'-1/2" CD 24/0 Plywood Roof 1 Wall Unit 0" all Unit
~a' f r Sheathing 1216 Sq.Ft.
4 PCs. 1x10-16' Frieze 53 0" Unit
t 4 PCs. lxB-16' Eave Fascia 43 0" "L" S e KitchenCounter Top
t 4 PCs. Ixb-20' Rake Fascia, Rear Dormer 40 10 2 PCs. 1x6-14' Rake Fascia, Front Dormer 14 1 Kitchen t r Top
1 Bowl Base Bat Vanity With Top
t' 1 Pc. 1x8-12' Gable End Drop a 1 14"x20" Medicine Cabinet With Mirror
4 PCs, Ixb-8' Dormer Fascia, Front 16 2 PCs. 1x4-12' Dormer Rake Fascia 8
!I 2 PCs. 1x8-12' Dormer Corner Boards, Cut 16 FOUNDATION MATERIALS
s 16 PCs. 1x4-8' Corner Boards 43 621 Sq.Ft. 6x6-N10 Wire Mesh
1872 Sq. Ft. 7/16"x8" Horizontal Hardboard Siding _ 22 1!2" Dia.x12" Anchor Bolts With Nuts And Washers
65/8" Exposure 1872 Sq. Ft. Gt n0 1 3 1/2" Dia. Steel Column 7'-7 1/2" Lang
13 Sq,. 235# Asphalt Shingles (Self Seal) ,~-~o~i'~' U~y LS/n`T 9` POURED CONCRETE FOUNDATION
3 Rolls 15# Roofing Felt /vV eoP
. 5Rolls 15# Building Paper 1 (Wall Height Figured At 3'-6" High)
INSULATION AND DRYWALL ,r{_/LT 5 Cu.Yds. Ready Mix Concrete For Footings
1070 Sq. Ft. 35/8" R-13 Outside Wall & Box Sill Insulation J//~^I ~j ~YM1 9 Cu.Yds. Ready Mix Concrete For Foundation Walls - t
With Vapor Barrier 8 Cu.Yds. Ready Mix Concrete For Floor
I ~w, 570 Sq.Ft, b" R-19 Floor Insulation W/Vapor Barrier v
550 Sq. Ft. 12" R-38 Ceiling Insulation W/Vapor Barrier NAILS
T lU k _ L 1408 Sq.Ft. 1/2" - Drywall (Net Area To Be Covered) U11119 alp yr `U 1376 Sq. Ft. 5/8" Fire Code Gypsum Drywall ¦IM 2 lbs. 20d Common Nails Coated
Floor &Gables 768 Sq. Ft. 96 Sq. Ft. Water Resistant Drywall Around Tub ¦ow 95 lbs. lbd Common Nails Coated
4 PCs. 4'x8'-1/2" Plywood Corner Sheathing 128 Sq.Ft. 40 Iles. 8d Common Nails Coated
150 L.F. 2x4 Second Floor Interior Plate 100 MILLWORK 12 lbs. 8d Galvanized Siding Nails
49 PCs. 2x4-8' Second Floor Interior Studs 261 22 Iles. 1 1/4" Galvanized Roofing Nails
3 PCs. 2x4-14' Cripple Studs, Cut 28 Windows-Frames, Sash & Trim Complete Units (4 1/2" Jambs)(See Plan) APP 40 E
1 Pc. 2x6-12' Headers, Cut 12 1 32"x24" Glass Double Hung Mullion Window Unit J APP 0 FQ A$NQTEDS lbs. 8d Casing Nails f' 25 1 s 1 1/4" Ring Shank Nails For Drywall
With Support Mullion OA 2 PCs. 2x4-8 Headers, Cut 11 A B.P.
2 PCs. 2x4-16' Rafter Plate, Front & Rear 21 4 32"x24" Glass Double Hung Single Window Unit FEE. ti EE. OCCUPANCY IN
1 24"x16" Glass Double Hung Single Window Unit NO11 UILDINI 4 PCs. 2x4-12' Gable Plate 32 6- UILDING D ENT USE IS UNLAWFUL 65-08D2 8 AM TO d THE
10 PCs. 2x4-12' Gable Studs 1 80 80 L.F. Interior Window Trim 765-1802 8 AM FOLLOWING INSF OLLOWING INSPECTIONS: r6~'
1. FOUNDATION . FOUNDATION - TWO REQUIRED Vt fl HOUT CER"i LATE
12 PCs. 2x4-10' Gable Studs 80 Exterior Door Frame & Door Unit (4 1/2" Jambs)(See Plan) FOR POUREDI FOR POURED CONCRETE CRpETE 6 fl lJ 1
24 PCs. 2x8-20' Rafters 640 1 3/0x6/8-1 3/4" Lxterior Metal Insulated 2. ROUGH - FRA . ROUGH - FRAMING q PLUMBING gyp'
11 P1. 9.,R_1d' D,.aror, r)mrmnr P-r a7q 1 2/8x6/8-1 3/4" Service Metal Insulated 3. INSULATION INSULATION ~y,~° p~q5 g IPA NN i'. F~° Alffl
. FINAL - CON51RUCHUNMUbI
9 PCs. 2x6-12' Rafters, Dormer (Cut For Two) 10B 2 9/00/0 Up & Over Garage Doors With Hardware 4. FINAL - CC 1 2/6x6/8-1 3/8" Exterior Storage Door BE COMPLETE BE COMPLETE FOR C.O.
3 PCs. 2x8-10' Rafter Headers & Ledger 40 90 L.F. Inferior Door Trim ALL CONSTRUC LL CONSTRUCTION SHALL MEET NA'1'1ONA7. PLAN SFRVI(7?, INC. NE REQUIREMENTS OF THE N.Y.
2 PCs. 200-10' Valley Rafters, Cut (Single) 33 THE REQUIREMI 1 PC. 1x10-16' Ridge Board 13 STATE CONSTRI. TATE CONSTRUCTION & ENERGY
7 PC. 1x10-12' Ridge Board 10 Interior Pre Hung Door/ Frame/ Trim Unit Complete (4 1/2" Jambs)(See PlcmQODES. NOT I ODES. NOT RESPONSIBLE FOR This plan has been prepared to meet pro- SHEET NO.
2 2/4x6/8-1 3/8" Door Unit DESIGN OR CON• 2 PCs. 1x8-10' Ridge Board, Dormers 13 1 2/0x6/8-1 3/8" - Door Unit ESIGN OR CONSTRUCTIONARRORS fessional standards of construction. A
5 PCs. 1x6-12' Collar Ties 30 careful study of plan instructions and OTAL 7
4 PCs. 2xB-10' Ceiling Joists 53 DO NOT PROMEDN )f PROCEED WITN dimensions is advised before starting wo k
18 PCs. 2x8-18' Ceiling Joists 432 FRAMING UNTIL SUI NG UNTIL SURVEY 1'Itl.I1-:("I' 1'I.AN rv( GA 677
OF FOUNDATION NDATIONLOCATR>il )
HAS BEEN APM BEEN APPROVED.
r 5 Add 2'x4' he clatef fo top of walls. Nail to tap plate with led hors 16 o c 29, Nal2'x4' continuous holler to undersdo of eaves front and rear Add 2'x4'
lookouts to all coves Including 2nd door front old rear ooral
INSTRUCTIONS: to plate mat lap the innersecnng wall
BUILDING PERMITS 6. Repeat instructions number, l t4`u 5 for assembly and erectlon of ppnels'E' 30. Frame interior partitions and add ceding joist, Nall ceiling louts to side of
ond'F'. Add the 4'x4' beam 1d.pcv to the nght sde wall as shown on the rafters and toe nail to rear dormer plate.
The first step in building your garage with apartment is to visit your local building (.among elevatlan Fine beam support should be I1 Il4'shorter than the wall
department, present your building plans, and obtain a building permit. Building codes will have an influence on how you plan your site. They will tell you the minimum panel. 31 Install lasclybaards to eaves and take board to gable ends. Install soffit material and conbrluous screened vsr vents.
distance you must stay from each lot line. A little time spent at the building dept-
ment obtaining the correct information now can save you a lot of grief later on. 2. Assemble the front wall framing on, on 'as you go basis'. Add double 2'x4' 32 Apply sheathing to second hoar walls and gables
Find out how many inspections are required, and at what stage of construction they cripples m support each side of the overhead garage door headers must occur.
B. Assemble garage d,or headers uu,g 3-21'x12" cut 91-8" long. Nail 33. Starting at the lower corner of roof, nall t/2' plywood wood sheathing in
If you anticipate them, you'll have a better chance getting the inspector there as headers together using 20 penny nails. Lilt isou..aled header into position place Be sure that edges of plywood are centered on a rafter, stagger
,.an os the work is completed. and est on cripple. and nail to panel studs using 16 penny nails. Tie entire front wall framing together with the 2"x4" fie plate. Nail 21x4" Joists of sheathing. Cut openings far roof vents
SITE OF THE GARAGE /APARTMENT filler to bottom of home- see detail A-6. Nail 2'x•1" uun.ead to inside 34. Apply metal drip edge to gables and eaves.
face at cripples. 35. Starting at the lower edge of roof, apply 0lb roofing felt hori sel lly. Lap
Once you decide roughly where and how the garage/apartment will sit, the exact felt a mio'mum of 2" and fasten with staples to hold it in plo:a while -h;ngling
placing should be done by a competent, professional surveyor. 9. Frame interior stairwell walls. Be sure to add the 4"x4" wood , for beam support as shown on plan. roof.
FOUNDATION 36. Apply the roof shingles following the manufacturer's instructions. Ft
10. Add is 2"x4" it i to inside Face of both 41x4" support po' 1,u addition,. all valleys and along dormer walls. Add roof vents.
A good foundation is a must. beam rearing.
Working with concrete car , tricky for the uninitiated and requires a good deal of 11. If nor already in place, install the 3 112" diameter steel column at center 37. Apply 150 building paper to exterior walls.
assistance. A foundation of this type also requires the use of expensive forms. We of garage. 38. Now that the building is protected from the elements, install the exterior
suggest that you contract this portion of your building project to a professional. 12. If your flitch plate beam did not come preossembled you can now assemble door and windows and garage doors fallowing the manufacturer's instructi,s.
As he forms your foundation be sure that your plumbing contractor installs all the - it using two 21'x12" s and the I I1x1/2" steel flitch plate. Follow the 39. Now is the time to have all of your mechanical trades come in and do their
underground work that is required, flitch plate detail on sheet 3. work, plumber, electrician and heating contractor.
Also be certain that he has .I l owed'. ll proper offsets and notches required as 1 . Rn. - assembled girder into position with joints centered over steel posts.
shown an foundation plan. He must also set all anchor bolts required for walls AFtr.r girder is in position and level, fasten to column plates with lag screws. While the Mechanical trades are working inside you can add the finishing
and steel columns. Nail ends to wall studs and hearing post. Splice plot., about 2'-0" long touches he the exterior.
should be nailed at joints on both sides of girder. Nail 2'x6" girder tie plate WALL FRAMING to top of girder. Tie plate joints must lap girder joints a minimum of four reef. 40.A ply I'x4" corner boards.
Note: Note that the walls are layed out in at least two panels each. 14.11 1/t" plywood corner bracing at all corners of structure. Nail the 1/2" 41. Start siding at bottom, making rule that first bowd is level. Check
This has been done for ease of handling the pre-assembled walls, insulating sheathing in place removing the 11x4" temporary diagonal bracing for level at every board and cut all joints and ends square,
Begin construction by assembling wall panel A,B,C and D, on the as you ya. concrete garage slab. Assemble all four panels before tilting them up staggering joints on sire walls. At top of walls and gables cut siding
into position. Take special note that the overall dimensions of the wall he fit tightly against roof soffit or trim boards. Caulk all edges at doors, windows and corner boards.
framing is one inch less than the overall dimensions of the foundation.
This is to allow for the 1/2" sheathing which will be used. The outside FLOOR FRAMING face of all plates and studs should be set 1/2" back train the outside face
of the foundation. See figure Nl. 15. The next step is to mark the location of the ties joist on the fop side of wali InTE4l' R.INISHQhG
plates on side walls and beam plate. Start at front wall of building. The fir t mark will be 14 3/4 inches From the outside face of stud. This dimension is to 42. Install interior stairs.
the side of the First Hoar ioist. All other joists are spaced 16" on center.
49. At this time you can add any blocking or bet ing that may be required for rowel bars, tub support, cabinet supports, stair refill a.
1/2„ 2°x411 STUD 16. Install the box sill using to penny nails on front and rear walls.
21:4" TREATED 44. When all mechanical work is done and before you in r, your building
PLATE 17. Set Floor joist in place over walls and girder and noel through box l sill into •st' Floor joist with 3 - 16 penny nails per joist, and toe ncail l to fo wa woIlll plate and inspector to check mechanical work.
girder with 2 - 16 penny nails. Nail lap joint over center girder with 4 - 16 penny nails. Add doubled joist under parallel partitions and any special 45. Rot la irn-lefion to exterior walls, ceiling and floor with the vapor, tier an
blocking required. the inside face of duds and ceiling joist. Be sure to insulate behind alt pipes
and electrical outlets. When placing the ceiling insulation, be sure to allow a minimum clearance of one inch between insulation and roof sheathing for
F I G. I IF Cut 11x3" cans bridging and nail top edges in place of mid spun of joists, using 2 - 8 penny nails at each end. Do not nail bottom ends of bridging air passage.
I. Place treated 2"x4" bottom plate on top of anchor bolts set back 1/2" from of this time. 46. Apply drywall to both garage and apartment wil is and ceiling. On the garage walls and ceiling you must use 5/8" firecode drywall.
outside edge of foundation, and tap with a hammer over each 6 It to locate 19. Smiting of one tamer, glue and nail the 3/4" TdG m6floar in place position of to by placing 2bxo4ll hplolatees. av DerrilGl o 0 lfs an 3/4d" b heole isuren bthobottom edge plofate 2x4 ifi s t I/2 over " F bolro.ts. C staggering the joints. Use 8 penny nails 6" o.c. at panel edges, and 10" Install ceiling drywall with the panels runairg perpendicular to the
by on center at intermediate joists. Ends of plywood must be centered over a ceiling framing and ndiled to framing with 1 114' wmular ring nails
of concrete. floor joist. When all the subflooring is in place go back and co. I-te the spaced 6" on center. You may want to contract with o drywall taper to
2. Set a 21x4" by plate next to the bottom plate for Panel A. Starting at the nailing of the bofrom ends of 11x3" cross bri d i ag. do the toping.
comer of the foundation mark the position of the studs an both plates. See SECOND FL`- -D WALL 8 ROOF FRAMING 47. Install prehung interior doors. Use wood shingles for shims where required.
Wall Framing and note that the first stud space is measured from the outside
face of end stud to the center line of the next stud and then 16" oa center. 20. Following the some procedure used in framing the first floor exterior walls. ion B Move plates apart and post precut studs T- 5/8" long in place. Nail Frame the well- for the rear dormer. Note th,t the studs for the second floor 48. Install kite' a-I '.er th vanity and medicine cabinet. Add all counter fop..
the plates and studs with 2 - 1 16 penny nails ofe each connection. walls are 7'-s 1/8" long.
45'. Install ceramic tile in tub area.
3. When wall is assembled, check and make sure wall panel is square. Add 21, When walls are assembled, chi,, and in It is square. Tilt wall up into 50. Instal I floor tile.
temporary 11x4" di agonoI bracing to wall located of least 4'-0" away from plat=, post ti, n at edge aF, k and mil v '6 penny nails, Ib" o.c. outside tom=r. This is b allow for the 41x8' plywood corner bracing to be into box sill and into each joists. Bruce we M1 Fy with 2'x4" brace to
added. t floor cleat in at least three places. 51. Install stair ratings.
52. !rsta11 sinks and water closet
4. Repeat steps I, 2, and 3 for panels "B", "C", and "D". Be sure to check 92. Nail 2"x4" after plate along front edge at !-'I -no along heir edge of the manufacturers mugh opening sizes before marking positions of doors and deck not covered by dormer wall.
windows, on plates. Now that you have the first Four wall panels assembled 53. Add all base mould.
you can start the erectiad of the walls. Tilt up panel "A" and place if in 54 did al-or' e he
position over the anchor bolts. Brace panel serurely with 2'x4" brace to 23. Cutting rafters is simplified by foil, ;ng the peace, provided an ground stoke. Place washer and nut an anchor bolts and tighten down panel. the plan. Layout and cut two rafters "A" Ic tee. Set the two effrrs in
Follow s -me procedure for panes "B , "C" and "D". position to check for accuracy before any additional totters 55. Pa;. ' or st, xiedor and inted..' trim and Ask .g.
(Be to re to ^ the same : - tier as a pattern to make all addi ti oral a„-rs).
Cut one rafts, "B" to si.e and dPCk it for accuracy. 5 A . floor ti. .selected,
24. Erect and'tack-nail' }he end nattea'A'.n place and brace 10 or 12 feet
AS= - from the end wall repeat the above Placed; using one'A' ratter and ane 'B, raft.,. IDen slip the do,. board lino position Be sure ridge Is level.rafters
are plumb and brace securely. The remaining fpfters can be put in place.
Collar ties should then be nailed to rafters. before bracing is removed
G..d
eoke X14/ TOP PLATE ADD°_D 25. As you home the roof, assemble and Install the front dormer walls Add
0 AFTER WALL IS 2VOn ledger to front of darmarto support short roof rafters Add 1'Waim
TEMPORARY IN PLACE ties to marnroof.
DIAGONAL I 26,-Cut and Install front, dormer ratters and ceiling joists
BRACE FRAMING
27. Rome the Boole ends ueng 2'xG studs. Sae framing alevahons, SHEET 2
29. Add gable rake blocking (see detalt 3 6) GA 677 TOTAL 7
N 1'-q~4 1, pill I_y~0 Ii ~I IV
5' 4" O.. I'. o'
'o
'Top, O. '+LR%
=C rl II`x. I Z 4L('4 PLA'tiE - _ ToP/c NC. Fou TOF/OON~. FOUND. WALL ~L 0
I F EL a'-o" (T, %L 0.-O" CTYP)
N co L l N 10 PI 10PIcoNL -,LAO
EL 0-- EL 0'- O
2li Sl~rou'Ct4P.) 2~"6' Ctvh) II XA h/¢.. TYFl
pop, ANG00, R., I.,.n PioLf LwRTo N d
Call 6"o ftPIKLIN& EgcH 6i & W/(tlo, Ca C I~ nIZYWRLL
-¢"OONC. cunt
FLITCH PLATE BEAM DETAIL
II'-lO3/~ II'-5'I 6 d-
Na ~ ~icgLO 2"x4"T2ERhv ~ 3' 41/4~~ II~_I ' Wj'/Z"4x 12''RNCNOfl N N -
3G"x36°z 18" CONC. FTG. 1
5. Double floor joists under all parallel partitions. go L15 3v"x36"x 18" GENERAL NOTES 6, Use 2-2x12 headers overall exterior load 6PEAT14ING I p; . "d ._a uNDe a 2TEEL (LIT64 N UNDER i19. SfL cOL 1 2-y xll' U~ II" 00"
L FLPTE REAM (ZEE 06JAIL-59'2)
1 . Design live loads: - beating openings -Unless otherwise noted. SIDING "DIP. A 1LO NCs
Roof .........................M P.S.F. 7. Determine the exact cabinet size on the job I'. tt r 4:'x4" vg" V14. A 12" Lc . 0605 - T / MOIL 000T5 - J WD. F6,3(
Ceiling lb P.S.F. after the wall finish has been applied. 4"x4 o'~ 1 4~~c~Nc N Wv. PosT PNcuofL 2 /y
\ SLRg MOT. Living Area Floor 40 P.S.F. 8. Exterior wall dimensions are to outside of NOTCH I4't} a
Sleeping Area Floor........,... 30 P.S.F. sheathing. Interior dimensions do not include 4" GRRJEL N ~
"2", Soil bearing capacity is assumed to be drywall. gRZ6 vRPOe 2500 P.S.F. e a' ~ GRPOE o ~ ~ LLN 0 3
3., All concrete used is to develop a minimum g" CoNC WALL w - compressive-strength in 28 days as follows: C). Conform to all dimensions indicated in u - I ~ ~ INryII a A II _ _ ¢"CONC. SLp% ~ ~ 2
Footings and Walls - 3000 P.S.I. preference to scaled dimensions from they "s
blueprint. 16" xa" caNc 3D 2 e . ^ ~}"GRpJkL 645E W ~ -
Garage Floor and Stoops - 4000 P.5,.1. 10. While every attempt has been made in the n FaoTIN~ -o F u. a' coNC. WALL - O 00 ~p
Using a minimum 5 bag mix per cubic yard. preparation of this plan to avoid mistakes, i a:.' 16''+8"coNG FTa u Y'
4'x4" F9 e-..'.. 4. All 2"x6" and larger framing lumber spans the maker cannot guarantee against human s. NOTLN AT
ore based on the use of No. 2 Spruce-Pine- error. The contractor on the job must check a', poop) j fJO1cH FOUNDATION W. ory pooti opEUlUGS~ m
Fir or equal having a modulus of elasticity all dimensions and details and must be
of 1,300,000 and a normal duration design responsible for same. I 4'- 10_' 0'- I II'
value of (f=1200) with a moisture content 11. Provide ground fault circuit protection for all DETAIL 3 D E 3' y4t" (I'-lo'/i1 9' oil
not to exceed 19 percent. bathroom and exterior electrical outlets, 2fl'-o" 1~2 1
,r
&R[U.Clr OaoR 2'x4.°suRRaUI.ID onoP, FOUNDATION F PION PLAN (formed concrete)
'C"x 4" CRIPPLE `'GALE"
{bop: SfoP I"a 4" C:oRNEIL 235 4 SELF SEAL
"xb" JRMg,GUT PJDRRD 1
EnTE202 / SH MG LE SN ING(~LE Iv1oULD FISPUALT 5NINrL,6S G.P'n ".Coll
2.2'x4 cZIPPLEs ~n
r./~ SHERTHINCr DooIL Mama SH EaTH INCT 51 DII~IG I°x~° FFlSCIn
MI(IL MOULD SIDING brLIr J/ rWULD GONG
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S " HERDER 01mEN91DN - 32
DOR MEIb
DETAIL 3 A DETAIL 3 B DETAIL 3 C 120A IV
9LP LE: I'/$":I'-o" SLPLE.: SCALE: l'-o" 4 z4
METRL ROOF VENTS
a 6A
FASCIA
FLRSNING EL 4'I FfLIEZE 6D
? 3z4~n~ GO = FiL. LT 14 I6" x 811 Ho212oN7AL HR
~J ' 2. - ILD HopOW2U SIDING
(nEz POSURE
roff-F-111 MCI -~I 6GE"9,40 CrAPA6E DooR-
-J I"x CORNER 6~ARAs
TION
REAR ELEVATION RIGHT SIDE ELEVATION FRONT ELEVATION
_ZL~: s LEFT SIDE (REVERSE)
, SHEET a
SCALE: v~°, l'-0 GA 6f f TO-rA, 7
neV x/81
CEpAItt IC TILE ON ".1M^ gE616TANT DILYNALL ON `M^ LIGHT ar%4 VE.NTII,A-n OW SGHWULF _oN P, 00rAs F ooR KEa. HT VENT
36" BLINO Co(6NE2 3 ~JpLLS
GppgINET
AU I% PcT'L. UC2. ACT'L.
6ECE55E0 LIGHT SOFFI N EX 5T FPN FIKTUPE FILLER :A1J 7 TUV10 P)DOM 336 y,v vi I 4o IAL rAECN loo CFrA
IL 2} 10 E CTAIL LIGruT e4 ATP IN I I 12 .7 P°a
r--- n MEPICIT W/'
30 $0 3o I O 1 I v i~ hlnP'oN- r s
I 0
FAN VENT TO FILLER couNTPO. Top 30 i u1
04TSIDE I PEFPIG I a _ o W WINDOW SCHEDULE
1 ACE I ca v i EF, o 1 ko EP 9 s 5`/Ih• LT?rY• p+ouGH OPENING &L.% m6cpprnoN
, I I L_ I I J a
12 I ~ Z 24 'I I C L E A Y 3'-2'1$"x 4'-9'12" U#4, DoUPLE HUNG (51NGLq
RPNGE
14 34 3} ''N 34 I 1 Tu91 I Tue~ 5 1 2'_Vlex3'•5'/2" %4/I(. POUK5 HUNG L51NOLF,) u G I 4'-9A'I 304 POU1311,6 4UN6' (MULLION
WITH SUPPORT MULUoN
04" LAZY SUSAN 66" LAZY 5u6AN 'b6" VaNliy
Cp EM ET CA& NET NM: ALL WINODIa UNITS TO 4AJE INSULATED GLASS.
KITCHEN CABINET ELEVATIONS BATH ELEVATION N
9GPLE~ 3/$"=1' o" Scab: ''/9°: I'.o"
/taGL - xl
m 3 ~'yI
3 ~
ltr2;~~r. a
15'-1 We" PANEL "H" Ppwu6 "G"
5-III/i1 PANEL LENCSTH III-III/411 PWEL °p" LENgTH 4
n II loI/4u -I I- 11/2 0-l0 /4 10 -2 /2 g- 9 /Z
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N ° KITCHEN
5 ° d, - In 6 WI h AREA s
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k,i CONGAETE x ~ o 9~~'4 5', 4.. 3 31/2 a 3 3'/2 M " all A 3D" TTLL 2
_ N]O" -~1 siREL ~-=a WI P cHOW IN M I{ir I °
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go'IT C O LL M N POST 11 3'/2 23'- 9 /s z
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m N ~ ii+
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M /STUD FRAMING
H6QDE(L LEN67N 111'-4;' HBQDEA L-NVTH d_ 79L Y LINE SE60W
5,-$I/21I p10u G1'I oPENINU 2' d' peJ4H oPENlnJ4
TI ~y2
5Tuo DIM.
STUD DIM. STUD OIM•
FIRST FLOOR PLAN SECOND Fl )ND FLOOR PLAN SHEET a
a,`I,"0 GA 677 TOTAL 7
A O" r'D(lb %OAnD
z" x B" AT Ib" o,c ppPTE26
"$!p" COLLAR TIE5 AT 32" 06
'i"X B" GEILI IUCT So K'fs AT 16" 0.6. ~N
~ 2'. GY.~9 saw / w
E" 4" STuDs -I ,N e a / ls`fw~)Oop AT ALA,
COPJEPs FOR WIMP
a a° NuLUON v wx ~RnC IN C7-
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t UR o = 21'A bR-PFTETLS AT I6"e,c.
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\ M
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2°x4" PLATE .I tl 15iz Ir" I6° ~ II3/8 I~ q7 Im" ~lla/al I~' ~ I6" j6" I~" ~~IZv/9 I!o'~ lo~~lto 16"~ 15y Ifn"~ le" IGI" s'i Im1~
514 T 4 G. PLYwOoD FLoo2
Z"A0" PILLoorz $OISrS AT 16"o.c. -31z" PF NEL " LE P NEL IEUGTH 15 - II'/2" PAN¢L 'N" LEN bTH
L A' o" l '11_11" -V'Abll Sox SILL
T 11'- m W t. N 161_011 x -N r
¢"a 4" "P POST 2"x4" TIE PLATE IyI_oyJa
2"x4" TOP PLATE KIZ" Z.ZIIz X211 _a
aye" 2-2 5
AT 16"o,G. STUDS
6 j
Z 5 1 / 2~ I y V J
112"PLYWOOD PANEL AT ALL 3'_Z 11 LL1 w 3' Z/9 d 3-2/0 d
/ ,i " \ Cop NEpS Fop WIND DFAGINCT A1° m I \ i a ~ I
i- 211X411 boi'TOM PLATE a
N N
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uW&TN '2'~ pN_L "P" LENGTH 15'-II'/L" PP EL "C" LENGTH
29'- 11 "
RIGHT SIDE FRAMING ELEVATION REAR FRAMINI 7RAMING ELEVATION
ScflLE' I/l}11=1' e" rJCPLE:
I"x 10" AIDGE hephD "x6"C~LLp Pi 71E5
R7 ~2"o.c.
111 x alp P11pbE riop{iD I
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V 'x 4"TIE PLATE I"[ 6" fiIPGE 170
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6
3 2"A6"AT 16"o.c. pA FTeg
3 9' 2n 31 211 d- A4-" AT IG"D.C.
N y ~TU Os
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_ eN eN H
211x4" GALE 5TU05 - - - - - RAFTOP PLATE
AT 16110.c $4" Tk G PLYWOOD FLOOR- L19' 1T 16' 16'1 IG' I~IZ1116"116 12'L~h14I4"I I4"115'/y
F- i t I - L°K9" 00x 91LL n r i i N
_ 91-II" Ila' o" .z"6 S" AT 16"0.6. FLoop So IST I!o o~ Ifo'.on f k 71- 9
N 2"44" TIE PLATE l IZ'-o"
TOP PLPtE n k3 /2' $-2"{IZ'1 3.2"z12"
o
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2 ? Z" so-' AT IG'; 40. STUDS Z-2"x4
4211 PLYkTooO PAIJEL AT ALL 2
_ \\YI II II nl III I I V\~ CO F1NeF}5 PoK wINV MPC.INY ~ ~,EIYIOJ -u t: , !
r m 1 1 I AFtEry EIVIOJE from FLpTE ~ o ~ N~°
r AFTEli WALL PANEL IS 2 ,a
F)oftoM PLATE 'IN PL N PLACE s ~ r
Cih AT6v) i 12'I 16'~ 16 ISO lb_ I IG I Ib Ib I(a" ~~n,l l lbn IG„ IG' ;(a IlO' ~o° ;6' 12~ - _
7~x 9'-9' HEADEF L&dGTH 6" HISAPER. LewrH
II- PANtI,"~" T- 11 '4" PANEL A' LEN4TN gyy° 9. Zn 9' 2" 20U&H -PEN'6 9' 2" 2o"OH oram Nb I'IQ'!i
LEFT SIDE FRAMING ELEVATION FRONT FRAMI~ FRAMING ELEVATION EGA 77 SHEL- 5 ,
3LR LE 1/4-" - f'- a ~ GCALB TOTAL 7
r
2"x4" OL'aC.l.IN6,
METAL OP~IP ROOF Cot I UDF CoNyrQU1 Tl6r~ /
EvvE L! "x 8" RIP4E '
2"x0" RPFTEPs (bopaP
O'c
ExT. PL`l Wooo (D 2"X v,
SIDINCT_ 2"x4" 2" x 4"
GP%LZ GA%LE
I,L I"A,Io" P,IDGE hOArw 5TUO @ STUD @ ,
295 SELF SEAL 4-/L~ / AR F1$pl °A'" SHEPTNINCT 16"o. L• IG"o. c.
ASPHALT SHINGLES 1511 RoOwING fo r 12 Hwo
aL" PLYwo. aHEATHINV RAKE DETA
ALLOW I" MINIMUM u6prukrWr V'se" vW'&P15 f10"0.6 I - / I ~12 {~IPFTEP~ "Cn DETAIL B6 1
3l4 I'-on 211 K4' I"xg"RIDUE JDIS-~
F pl2 PPSSPfrE / / I"x 6" COLLAR yopµD
<~PFTED °g° / T165 AT U`O.L.
s"X aAFreas 1
$"X Q1' LODILOUTS gI WZULATIOW9)WITCrA H LING' e" LEI UNG SOISTS / Al IG11 o. c.
2"rt4" PLgTE Z 2"x4" fp-
2- 2"x 9" HEPDEA
~d
(opTIONPL) ou-rf;H / / - -
I/2" DRYWALL ~ /
1"x$" FASCIP F / Z"X 4" sRIDS pI6°o.C.
Z"UINTIWUoU1 hCREP{.)ED / /
/ENT d / 2
2?8" E%7E21o2 PL~I+.~OD 3 ~ / / WDOD DoU PALE ~
HUNG $P%f
I";( 4-" FRIELE' %D m 2 tea' / /
3 ~ DORMER DETAIL
RHF7EP'1 "A" I'-2" I'-D" No Scale.
_ 2" ~ lo" LcDGE2
a
IL/ PIMISH FLOOR AT oWNER~ opTl00 2"x4" PLATE \
Z"ta"z,nc5-Ib"o. c. m 0/4°T~tCT PLYWOOD 5UPIFLo0R _
o," (H-19) %ATT W5ULAT100 GLUED Y JAILED To V" 0" AT IG"0.6. W/ VAPOR EPRPIER 2"n4"I'IV& ?y.. Z 3oK SILL
~IAaR 101575 W/LRo`.ys 621DGING 2" A 4°cuNTMUouS . 2
I - NAILER 2"x8' \ PIT IG"o.c. 122"x4"CONrINU DLLs
00
RAFTEPI NAILER
2"n 4" TIE ft. V'-4" TIE PLATE
I°A44" FRIEZE 6D. ioP It'. z"x6"AT Ib"o. C. 2,-2"x12" WITH 11"Y, /Z" 2"n4° 2~"~QCOOT I NuoUS !NI• ~IIx4n PLPT6 2"xq'"
5/g" FIRECom DRYWALL STEEL FLITCH PLATE EENED VENT LeoK•ouTS
15N BUILDING ('APEP7 OoLTED - SEE DETAIL ON WALLS AND CEILING 514EEt 2
OF GARAGE I"%q-° Ff4E ¢°x 8" AT gop2~
7/16"A S"FIOPL170AY1AL HA9,p6oARD 0191NG W/
We Ex Po SURE 2°x4" STUDS- IG"a. c. G FILLE•P~/
V2" INsULNTING 2.2..x4.1
SHEATuINCT WITH m 5/L ¢ y2" PLYWOOV T ALL m '3.2"xl Z" HEPDEP~ ~ x4
eh $I DI NG
CORNERS PDR WIND STbEL COLI1MiJ 2 y 2"x4"SUAIao uND(Cu~ M6LILp
6RpcINC~ ~ - o p ou
p~cuGN DPENIN¢ SHIP-~ SPACE 0
¢ °o HEIGHT '2 u I"x d" JPM%
o
P- _ SpLIIONPL DooR sYDP
0 m c OVPPPHEA) T booP
4" CONCRETE 4,LA% W/ n _ .n
AG" - A Io w. W. F p
GRPOE 2°rt4" BOTTOM PLATE Cc Al, POLyETHYLEIJE VpPev PSARRIM
(7PEATEV) W/ V2" Dlp . X12" PITLN FLoo P- 2"y Q'" GRAVEL Pwg `y~ :d. `d pNCNOR %DLY5
41-
;a ~ F
a, 3 m v- 36"x36"n19" d SECTION A6 I;.~ SCALE' 3/¢ual. on
eo NCgETE rooYlNa
v ~ 9 GONL. WCLL I
o p 1 z g P
t I""rY(
CROSS SECTION p..
SGPLE~ I/L^~~• pn
SHEET 6
GA 677 TOTAL 7
81_$ I/IG I 2P FTFR LI 4
al /RPFTFPR LENGTH
mpi 1 X d I
c I Z"><S'I RA'riER I ~dIII
~a L^,
~,/2, g 15/0 550" 16'-51/211 7'/4 "
R 1I~/ FAFTEfl SPANS ?SIIJG I'll BSI FIpEF S
p ~II 5[ILl SP, 106 WJ51 LIVE LOFpS PLUS ]PSI pEap LIA L'LHI PppG CPYEH Irv6 SLPP ES WEP 31N Ii Pprv
RAFTER °A° PATTERN 4,LAL5: I'/V1-0"
Rrrs" ert I NFFIEH - TMAL_SPAII/HALF TP11L SPVI 11FEET 6l( Ip/5 ILL IL/B IB/9 }pllp S'./II ]b l} SE/p :0/I( 3p/IS ):/16
gn^9 eu L: L Pt fL I}' e sgnngm )D( p3 (V i1~ uzc ±p /q1 tV o;_4 t9 (p' IDf cap. 2 2p
I.e d -
1f Eel II' }f Eel ll' • •p• •
E x.e'e, IY 3•E'e1 lY
f G Ij F
I11P41Z' • • • • I11P41Z' • •
6G: I(j+E A'
' , IILIE If BVIILtI•b •L r"ESE ""nwl IIpIE IG BVR01116 •/L p6 P1OJ E q pIFGEFENI •L IVE •LPApI N6 p1HEq TXAII •HE • pPSF 6ALLEp Ill El THESE Iq.ll"S 11115p L1 111E gDp E ,DIE PPq
H SlgpClpgeL IMIS IA9LE 15 HeSEp ON CFB.P. 1e13Eq HEMbE M1. SIAHp A4 p5 IF 9,pC4 1.p, 194E EplTEll
Y 11 15 II r"1s raeLE 1 19 $-j3-~ ~6
r
~ h I 2'Ix 01~ RP ~TEP~
N J
II J
~~3/~3I zy611
RAFTER °B" PATTERN
I_ T_I 31 ~ T/8'I -
NAIL KNEE ALL 2
STUD5 To 31DE5 m~ Of KPFTEKS m mM Rte. Z"X 6'I RPFTER I
%PLUSTg¢.6 5q 55~e1Y~ 21.3~/~11 I yyz11 ~
RAFTER "C " PATTERN SGpLE: 1%i cl-0l'
!o" (Po-I9) f3ATT INSL1 LATION
~.J/ VAPOR ESARTL PIZ
2'z 6°
t.Zllx911 ZII%411 RIDGE RAFTEF-
2-2"c4" WPLIOPT IRON ~,G~ Z-2"x
HANDRAIL W/6ROCKETS Z 211.611
H'EnDEh 1'14. % I D7Z 11
ThEPDS INSULATE 3TWKW9LL
WALLs W/ 3 W, R-13 %pTT INSULATION
N
34i'FAIN. U) o U) oDO(~
2' 9" x 6' 91 A 3/¢
to SERVICE OaoR
c ~ 2" x 12" 9 = B
~ w ~ GPRW PGE ~ I d_ O
5/~1 D2YWALL STUD L,
n STUD
I i I
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS III - ~ i~
INSULATION
'~SH~ I-III\~ ~I I II I I ~ ~.IoIST ~
w DOR ' ITT\\ II`1
Tyk DORMER n i ~Spg-Ftooft
CONC. sLP6 la/ G"a6"- ulo
~Co mIL POLY ETUYLENE vP,PoRgAR21E2 _ I F7 7AI! 1 FLATE
GRAVEL bAISE -
_ iiti'. - .
STAIR DETAIL V b„ :p,.........., &A Ile r C, ,..,....e.: i GA 677 Taer- 7
REI. e