HomeMy WebLinkAbout49836-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49836 Date: 10/5/2023
Permission is hereby granted to:
Hazard., David . ._. wwwww_________._._._._._._._........................................_. .�
1465 Harbor Ln
_.... ._..................................._......._................_.._..m._....._________w�.._...........................
Cutcho�wue, NY 11935 _._.___._..._
To: construct accessory garage as applied for per DEC Non-Jurisdiction letter and Trustees
approvals. Must maintain a minimum side yard setback of 25' per Planning approval.
At premises located at:
1465HarborLn,rvCutchogue
SCTM...#.4.7.3.$.89 �.... ........................w_.................—._._._.
Sec/Block/Lot# 103.-2-1.1
Pursuant to application dated 9/18/2023__. and approved by the Building Inspector.
To expire on 4/5/2025. .__
Fees:
ACCESSORY $632.80
CO-ACCESSORY BUILDING $50.00
_.www....... ..............
Total: $682.80
Building Inspector
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
`i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 hit ://ww ,sogtholdtoN Lgq
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT N0._ w . � Building Inspector: .....__. _ ..M._
SEP 1 S 2023
Applications and forms must be filled out in their entirety.Incomplete
applications will dot be accepted. Whore the Appliont is not the owner,an Building Cep Ont
Orni�ei� '�11h6j! on 6ir "(0a e ) hail be coign t;l';'f�. Town of Southold
p �'
Date:
OWNER(S)OF PROPE TY.
Name: SCTM # 1000-
Project Address: U?—
Phone#: �' Email: � c � �;k a) ¢
Mailing Address:
CONTACT PERSON:
Name
Mailing Address:
Phone#: � _�.. ................-. Email:
DESIGN PROFESSIONAL INFORMATION:
Name
Mailing Address:
Phone#: Zj��U- � � Email: vG m �1,
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: (�/�f. c - �(� � Email:CiJ
DESCRIPTION OF PROPOSED CONSTRUCTION
C- Neva Structure ❑AdditiXon ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other ......... $ �.
Will the lot be re-graded? ❑Yes,);-,N0 _ Will excess fill be removed from premises? ❑Yes <Nlo
1
PROPERTY INFORMATION
Existing use of property: rz_e�ljewe_ Intended use of property: w
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes [�No IF YES, PROVIDE A COPY,
Check Box After Reading, The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Crag 23 f,,+f t7o n e� I t 15,HEREBYfo f to the buildmit 0 rtment for the issuar a of a Building permit pursuant to the Building zone
or+ w e �wr of Of Coonty+ New York and other applicable Laws,ordinances or Regulations, t the constructlon �wildin ,
ad ii ax s,alterations or for rewwtmraf or dbblolit)oo as herr In desalbed„The applicant agrees to comply with aft applicable laws,ordioaores,,building node,
I104rwi Lode and regulations and to admiiaww!i4or`iced inspectors on premises and In building(s)for necessary lnspectloo&false stateinentws made herein are
pu is ble as a class wt misdemeanor pur tiant o Section 210AS of the New York state Penal taw.
Application Submitted By(print me): i1a ❑Authorized Agent 00caner
Signature of Applicant: 4 Date:
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CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No. 01 BU6185050
Qualified in Suffolk County
COUNTY OF _eOW ) Commission Expires April 14, 2 ��
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/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
� k
t(j day of �J �1 � , 20 Q_?) l� /v,d !�
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I,_caw residing at
_ do hereby authorize caw _caw to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
..........
Owner's Signature Date
pPrint Owner's Name .... .....�
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LETTER OF NO JURISDICTION
& N I' NAI
October 8, 2020
David & Barbara Hazard
1465 Harbor Lane
Cutchogue, NY 11935
Re: Application# 1-4738-04762/00001
Hazard Properly, 1465 Harbor Lane, Cutchogue, NY 11935
SCTM#1000-103-2-1.1
Dear Mr. and Mrs. Hazard;
Based on the information you submitted, the Department of Environmental Conservation has
determined that the property landward of the 10'elevation contour on the survey prepared by
Nathan Taft Corwin III, last revised 5122/2019, is beyond Tidal Wetlands Act (Article 25)
jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6
NYCRR Part 661) no permit is required to conduct regulated activities landward of that contour.
In addition, DEC has determined that the abandonment of the existing septic system within
Article 25 jurisdiction is listed in the Tidal Wetlands Land Use Regulations (6 NYCRR Part
661.6) as an activity that is not regulated. Therefore, no permit is required under the Tidal
Wetlands Act.
Be advised, any additional work or modification to the project as described, may require DEC
authorization. It is your responsibility to ensure that all precautions are taken to prevent any
sedimentation or disturbance within Article 25 Jurisdiction which may result from your project.
Such precautions may include maintaining adequate work area between the jurisdictional
boundary and your project(i.e. a 15'wide construction area) or erecting a temporary fence,
barrier, or hay bale berm.
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
permits or approvals from other agencies or local municipalities.
S�ic�rely,
Ue Ackerman
Regional Permit Administrator
cc: Jeffrey Patanjo
BMHP
File
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 10030 DATE: NOVEMBER 1.7 2021
ISSUED TO: DAVID &'BARBARA HAZARD
PROPERTY ADDRESS: 1465 RA,R.BOR.LANE CUTCHO "UE
W,
. SCTM# 1000-103-2-1,1
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on lov er 17 X9,.1
and in consideration of application fee in the sum of$25Q, 0 paid by l)ayid w Maw rd and subject to
the Terms, and Conditions as stated in the Resolution, the Southold Town Board of"trustees authorizes and
permits the following:
Wetland Permit to demolish the existing single-family dwelling and reconstruct a new two-
story,single family dwelling with a footprint of 1,522sq.ft.and a 1..388sq.ft.second floor;
existing seaward side 576stl.ft. deck and stairs to remain; install a 60sq.ft.outside basement
entrance; construct 122sq.ft. of covered porches;install two drywells to contain roof runoff;
construct a proposed 38'x18' (684sq.ft.) built in pool surrounded by 186sq.ft.of 4' high pmol
enclosure fencing with gates; install a pool drywell for backwash; install a proposed 1,806sq.ft.
patio around pool;construct a proposed 1,044sq.ft.detached garage with an attached covered
patio; and as depicted on the site plan prepared by Nancy Dwyer dated May 15,2021,and
stamped approved on November 17,2021; and the survey prepared by Nathan Taft Corwin,III
Land Surveyor,last dated May 22,2019,and stamped approved on November 17,2021.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these w
presents to be subscribed by a majority of the said Board as of the 17th day of November,2021.
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APPROVED BY
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DECORATIVE CUPOLA Q
ARCHITECTURAL ASPHALT
ROOF SHINGLE
I x4 FRIEZE BOARD WITHANDERSEN 400 SERIES
NO5E It COVE MOULDINGS
WINDOWS, FINISH GRILLS
' '`:'' • '. TO MATCH HOUSE
WITHIN GABLE ENDS
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PROVIDE WHITE AZEK, 4"x 4"
CASINGS w/ DRIP EDGE AROUND ALL
WINDOWS t- DOORS;
WINDOWS TO RECEIVE 4"x 4"
HISTORICAL 51LL(TYPICAL ALL)
', . SEAMLESS GUTTERSLiLLLJ 75
—
CONTIN0005LY AROUND;
Awe3 1 AW2 I 4 x 4 AZEK CORNERBOARD5
5" K STYLE WHITE; Lx—
LEADER LOCATIONS AS PER
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INSTALLER, DRAINING TO i HARDIE 8" LAP 51DING AROUND = 41
DRY WELLS, ALL AREASo SIDE AND BACK OF GARAGE; 11 IT 11 11 IT 11 11 IT 11 11 1 1 11 11 1 11 1 11
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N COLOR AS SELECTED } —
N HARDIE SHAKE WITHIN GABLE —2, 3
a END PEAKS z N
DECORATIVE WALL (�l
MOUNT PERGOLA
;;;` ,'. I x8 AZEK FASCIA VINYL VENTED
BEADED SOFFIT; OVERHANGS O
'i';. ;';; A5 SHOWN ON PLAN i 4� O
CARRIAGE STYLE COVERED PATIO/
d"':•,^ GARAGE DOORS CARPORT AREA
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-X- 7'-913 6° U 1 L'L
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GARAGE ELEVATION GARAGE SIDE ELEVATION - FACE5 HOUSE
5CALE: 4 I ,-o,, SCALE: 4 l '-o"
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CX I 5 11
11 11 1 Hill 11111
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CX I 5
CXI 5 11
GARAGE SIDE ELEVATION FACES WEST GARAGE BACK ELEVATION - FACE5 NORTH
SCALE: I '-0"
4 SCALE: 4" = 1 '-0" SEP 1 8 2023
'
Wfl DING DEPT.
TOWN OF SODTHOLD
OF NEiy y0
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FOA 410 0510911 �' PAGE:
' ROFESS1oNP�
UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW
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A I B GENERAL NOTES: Ln
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'� • The information on this set of construction documents Is to relate basic design
40'-O"
3 Gx POST, WRAP FINISHED. intent and framing details. They are intended as a construction aid, not as a
8'-2 '
WALL LEGEND: PROVIDE 2x8 PLATE w/ 2x4 substitute for generally accepted good building practice and are in compliance with
f't ,"', SILL FOR CONTINUOUS current 2020 New York State Building Codes and the 2018 IRC. The general contractor
NEW CONSTRUCTION CK 14 — . HEADER� DOUBLE RAFTER Is responsible for providing standard construction details and procedures to ensure a z til
PLATE ABOVE TO ALIGN professionally finished, structurally sound and weatherproof completed product. Q LL]
FASICAS AT ALL AREAS J Q }
2"X G" STUD FRAME EXTERIOR WALLS, General contractor to coordinate all subcontractors, schedulin of work and p en [D
.. ..
lil•',':-, ;, I SHIPLAP ALL g
R-19 BATT INSULATION WITHIN FRAMING, SURFACE WITHIN
mterTheocontractor srressonsible for ensurin that all work and construction meets
5" PLYWOOD SHEATHING ON EXTERIOR, HOUSE " U
8 I O EXPOSED DORMERS I I p g
WRAP � HARDIE SIDING AS SHOWN; 2" GYPSUM II I or exceeds current federal, state and local codes, ordmances and regulations, etc.
BOARD ON INTERIOR SIDE I _ I These codes are to be considered as part of the specifications for this building plan.
• If in the course of construction, a condition exists which disagrees with that as
• WALL FRAMING TO BE 9'-0" PRECUTS FROM TOP OF FOUNDATION WALL CURB. I I ( ! I I O T IN ind sated on these drawings, the contractor shall stop work and notify the designer
N I I I I I U L E OF COVERED
• PROVIDE R-30 BATT INSULATION WITHIN CEILING OF GARAGE. the engineer immediately. Should he fail to follow this procedure and continue work,
o ROOF AREA he shall assume all responsibility and liability arising therefrom.
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• ALL WINDOWS DOORS TO RECEIVE 3- 9 2" LVL HEADERS ABOVE, UNLESS
OTHERWISE NOTED. PROVIDE DOUBLE JACK STUDS BETWEEN ANY PAIR UNLESS I N I I ( Dimensions take precedent over scale- DO NOT SCALE DRAWINGS.
• The designer has not been engaged for construction supervision and assumes no
' II
rcoordinating with for construction coordinatinwith these plans, nor responsibility for
STATED OTHERWISE. construction means, methods, techniques, sequences or procedures or for safety
• 8'-O" WINDOW HEADER HEIGHTS AS FRAMED ABOVE SLAB. ]� I precautions and programs in connection with the work Indicated. There are no
• ANDERSEN 400 SERIES PRE-FINISHED WINDOWS TO MATCH HOUSE. (s) �'I ! '! w warranties for a specific use expressed or implied In the use of these plans.
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I L W ( I I ( I • Contractor to provide hardwired smoke detectors, with battery back up, and with
w o no intervening switches, on all floors and in each bedroom. Verify with local code
• ALL LUMBER IS TO BE DOUGLAS FIR#2 OR BETTER AT I G" ON CENTER cn o I1- Oo� .I I N O GARAGE o
O = O . v {i O = I requirements as per Section R3 17 New York State Residential Construction Code.
• ALL WOOD FRAMING IN CONTACT WITH CONCRETE OR MASONRY IS TO BE _� ° ILU I �_ COVER D PATIO./. " Install carbon monoxide detectors as per code.
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PRESSURE TREATED. 'ACQ' DESIGNATION m ° a u� I I CARPO T
REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE N x NI GARAGE o N (— w OPEN ABOVE . FOUNDATION NOTES: N
THE PLACE Of 'CCA' v - ( � U-
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1 NII ( I • General contractor to review plans, elevations and details to determine
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• ALL TJI'S ARE TO BE INSTALLED IN ACCORDANCE WITH THE II I I O intended heights of finished floor above typical grade. L
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MANUFACTURER'S SPECIFICATIONS AND SHALL INCLUDE v I _U ( • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. c6 n z N
SQUASH BLOCKING WEB STIFFENERS AT BEARING POINTS ON GIRDERS AND OTHER I I I O O U m
LOAD BEARING AREAS �_ I o x I ( ~ _
• Concrete shall be FC = 3,500 PSI @ 28 days _ m0
N 2- I I Z" LVL HEADER w/ FRAMED GABLE • Concrete on 4"sand or gravel fill minimum, with GxG - I O/10 welded wire mesh Ln
• STRUCTURAL STEEL ASTM A3G - FY = 3G KSI —'I I I O — 8 reinforcement. Interior slabs to be laced on G mil. stabilizedpolyethylene va or > O
~ I I X END WALL ABOVE TO ROOF p p � O
Nn barrier. Welded wire mesh Is to be placed in the top third of the slab and is to be C) U O
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• ALL STRAPS, CONNECTORS, PLATES, BOLTS, NAILS, ETC. ARE TO BE I I I adequately supported by precast concrete bar supports to assure that the reinforcement
GALVANIZED. DESIGNATED CONNECTORS, STRAPS, Is held In position during concrete placement and finishing.
ETC. ON THESE DRAWINGS ARE MY BY 51MPSON UNLESS OTHERWISE INDICATED. POST TO FOUNDATION o ( I I I I ( Isolation�omts are to be Installed between the slab and the wars. Use preformed
,i ALL CONNECTORS, STRAPS, ETC. ARE TO BE joint filler that is to be cut 1/2"below the slab surface and the resulting point is to be filled
NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 3- 1 1 Z" LVL FLUSH GIRDEf'- 7 _ . with an elastomericjoint sealant.
—O — • General contractor to install cop-r-tex(or copper)sheet metal termite shields
• ALL FLOOR SHEATHING IS TO BE 4" AC TYPE PLYWOOD, TONGUE GROOVE TECO JOISTS L 2- 1 1 Z" LVL HEADER, TYPICAL BOTH SIDES between all wood surfaces that are exposed to concrete or masonry surfaces.
AND SHALL BE GLUED AND SCREWED TO N� 8 LU
,1 THE FLOOR JOISTS (G" O.C. EDGES * 12" O.C. FIELD) — 7'-91 Y1 G" 8'_23/1 G" • Dampproof exterior of foundation wall with a bituminous coating; Foundation z LLJ
excavation upon approval of building department mspections. Q
• SOLID BLOCKING IS TO BE INSTALLED EVERY 8'-0" MAX. OR MID SPAN OF W
ALL FLOOR JOISTS WITH 5PAN5 EXCEEDING 9'-0" 8'-0" DOORS W/ ELECTRICAL NOTES:
SECTION SECTION
8'-0". BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 3- 9 " LVL HEADERS ABOVE A B
C520 STRAPPING NOTE: • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include
INSTALL DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL PROVIDE 16'_0^ I2'-0" installation of fixtures t-specifications as indicated on plans. Light fixtures to be supplied by O
I I'-O" 6'-6" RAS PER owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install (L
' . MANUFACTURER SPECIFICATIONS t- all outlets as per code. All work is to be done in strict accordance with the New York State Code
;'d,'.•;; !+.' ,• . :I '. ,;. . ALL EXTERIOR WALL HEADERS TO BE AS INDICATED ON FLOOR PLANS �
IN ACC RD NCE WITH THE
SECTIONS AND ALL INTERIOR by a licensed electrician. All new switches outlets to be Leviton, Toggle, supplied it.installed
RESIDENTIAL ELECTRICAL CODE b contractor. Contractor to do all hook-u s as re uired for bathroom fans, cookin exhausts and
HEADERS ARE TO BE 2- 2 X 10" UNLESS OTHERWISE NOTED. ALL HEADERS Y p q g
OF NEW YORK STATE provide wiring as required for gas fireplace and cooking appliances.
EXCEEDING 5-0" SHALL HAVE A DOUBLE
o
JACK STUD WITH A SINGLE KING STUD ON EXTERIOR WALLS PROVIDE DOUBLE 511-1-
PLATE
ILLPLATE (TYPICAL).
' EXTERIOR FLASHING IS TO BE ADEQUATELY INSTALLED AT ALL
GARAGE LAYOUT
CONNECTIONS BETWEEN ROOFS, WALLS,
CHIMNEYS, PROJECTIONS AND PENETRATIONS AS REQUIRED BY APPROVED SCALE: 4" = I '-0"
CONSTRCTION PRACTICES
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SECTIOLI
SECTION
A B U
40'-0" 12'-0" LL-
PROVIDE SIMFSON FHD5 9'1,; 12" O CONCRETE SONOTUBE w/ W
HOLDDOWN (TYP. 2) N POURED FOOTING 2'-O"x2'-0"x I'-0"d. N
ANCHORS AT ALL CORNERS — —. 3'-0" BELOW GRADE UNDER COLUMN 3
THROUGHOUT a o o a a a• a A 4 0 oa LOCATIONS ABOVE (TYPICAL BOTH) z
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8" DIAMETER ANCHOR BOLTS I I I z
W/ 7" MIN. DEPTH @ 48" O.C.
W/MIN. 3"X3"xg'WASHER @ PLATE I a
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GARAGE
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4" POURED CONCRETE SLAB I I<I 4" POURED CONCRETE SLAB
ON COMPACTED FILL WITH I O ON COMPACTED FILL WITH I w b
W.W.M. G X G/ lox 10 (= W.W.M. G X G/ 1 0 X 1 0 N
GAUGE WIRE Cr-(P. ALL AREAS {'. z GAUGE WIRE U
WITHIN GARAGE) ( I= O
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FCUNDATION WALL LEGEND:
8" POURED CONCRETE FOUNDATION WALL
i' WITH KEYWAY$ P-4"X 8" FOOTING; PROVIDE
2- #4 REBAR WITHIN FOOTING. MINIMUM 3'-0"
BELOW GRADE FOOTING DEPTH
t
3 z"0 LALLY COLUMN BURIED I
IN 24"X 24"X 12" POURED
P CONCRETE FOOTING I o
o-
LOWER FOUNDATION WALL HTT SERIES
HEIGHT AT DOOR OPENINGS; m HOLDDOWN
TYP. ALL 4 LOCATIONS
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rel �Plf OF NE�y,Y
1'-I01'2" 9'-3" I'-9" 9'-3" I'-I d12'
,sal,i ' r SECTION SECTION I'
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FOUNDATION PLAN
SCALE: 4i' = I ,-o,,
UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF 5EC. 7209 OF THE N.Y.-9. EDUCATION LAW
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'. ,: )'. \ / 5'0"PLATE EIGHT FROM ( 281 I Ii I..
i 12x I 0 RR @ 16" OC I BOLT AL�CJ TO RR w/ 2 CB U Q
ATTIC SUBF OOR AT sr' 2 0 N � til
;! , • 9 . 1 2 PITCH / WALLS OF S ED DORMS 0 I ."
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` ::, \i 2x I 0 RR @ 16 IOC I I iQ w 2x8'CT @ 16 OG
9 : 12 PITCH \ ABLE END WALL SHED -
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2x8 CT 16 OC J. I U I U Dz U DORMER WALLS OPEN TO \'�� \�
y,.1, t.,,,
\ P�/\� _ 0�� r ` Roof III G WITH 15# FELT
Q U O O � L ( 2x4 STUD FRAME EXTERIOR �8 e\ /
1 . \ @ 7'-O" ROVE 5U FLR �J j�G O .. o ( o P RCH AREA BELOW TO WALL @ 16" O.C. AT ALL S ED 2 . \2 �G `�/p OVER CDX PLYWOOD
td r _ _ = w N CEIVE R-1 5 BATT INSULATION DORMER AREAS GABLE E D A 2 /r I P�' WITH 1(:E WEATHER SHIELD
-4 U D \�P\'� 0 U v I o I f _ U ITHIN FRAMING,8" CDX PLYWD /
'°-1 ': � ,� - F-- .w .. n WALLS; a CDX PLYWOOD �` / S @PERI ETERS VALLEYS
'',',• 2- 2x�HEADERS ABOVE HED O
GP U J O �, U I �0 =iV ( N BOTH SIDES; RAFTERS SHEATHING, HOUSE WRAP c
J Q\ _ _ � m � � N (V ITHIN PORCH AREA RECEIVE SIMP H7 CONNECTOR
I ' - _ J � U U N o tuo o Lu N : p _ SIDING AS SELECTED PBLE END WINDOWS;o
30 BATT INSULATION w/ i o S N
.- ' J U / OZ � X •• o _ - N VENTED BAFFLES �� ��,'-` � CS20 STRAPPING
" .'•.....:":'': " r '' ;c,;';" 2x4 STUD FRAME GABLE END WALLS I Q ~ !yam � N 6� 1. Ul (•• J ATHEDRAII CEILING /.IT - HEIGHTS AS SHOWN FRO 1x6 FA CIA, CENTER
'.I`,''";'`� =,,: `,:,; ''''`I ,:;". �WALLS LOCATED W'THIN ALL SHED � -�� - — — ' �/— .uNE O.T-O"CEILING � N x � 1 I �% 6, ATTiC SUBFLOOR BEADS VENTED VINYL
-1N m DORMER TO PORCH 2x4 RAFTER PLATE CONTINUOUS
. X - - U REA BELO AROUND ATTIC SUBFLOOR bEGK-- ,-'
, I,,: ,' DORMER AREAS. U N ..=
r
N I- � SOFFI ; 12 OVERHANGS
, _" PLYWOOD SUBFLOOR AT FR NT AND BACK OF
It i ' PROVIDE g" CDX PLYWOOD SHEATHING w (v m _ � o Q I, 1: --OU j -- HANG
N
MAIN ETERS; G" OVER
':` ' '' ON EXTERIOR LEAVE ALL FRAMING -j \ m o N i ~.I - O I Z ( R-30 BATT 1 IZ"TJI 5GO SERIES PJ @ I G" OC
,.1,4 .,I ,,.:; 'I : m / v _ m I I u. I g LVL R G 0 8 AT ALL HED RAFTERS;
M ' - , : . CAVITIES EXPOSED WITHIN INTERIOR Ul j Z - I-jl 9'-0"X 8'-0" DOORS W/ GARAGE CEILING G" FLY ETERS AT SHEDS
r� ' OF STORAGE ATTIC. 11 . = w UNFINISHED Q I I 5 LVL RI GES o � I I U n N N 3- 9 " LVL HEADERS ABOVE
''II'; a';,,' ', ALL 2x4 FRAMING TO BE 16" OC � I I g" LVL RIDGE / `—° O STORAGE ATTIC I � CO r � J O > � � � � CS20 STRAPPING o N
i1. — . �— . m �I-tom x t, I = .. . I U. 11 IF1 : c6
. N I r p Q p co . 2xG STUD FRAME EXTERIOR N = s-
''r ' ;;: z i— p WALL 16" O.C. w/ R-1 9 }�
l; N _ _ U ., p' w LLJ U = I INSULATION,g" CDX PLYWOOD 3
i . ;`''; ,`', U /� I � o ED I SHEATHING, HOUSE WRAP SIDI G GARAGE N - z '
'' _ /
�t'''..; O U �° U I I Ua =• ( I 0 AS SELECTED;Z" GYPSUM BOARD UNHEATED ° (� Qj
i„�'' U O _5)�_ I x 0 FU--I ON INTERIOR OF WALLS q = 6, O
,
:•r11
- - A/W,/,� . — . � U II-- � U : Wo o I - = Z �, o
i_ I = O .. m .. _ = I I w N: .. rU- 2- 2xG ACQ SILL PLATE j U u O
;i' ,. N (� LU _ C\j_ O OVER TERM ITE SHIELD
P U U 0 _ 4 POURED CONCRETE SLAB _ U
J ~ N ON COMPACTED FILL WITH
•!'' ' O - x\��� U U I ( L E x ,.I O - OVER SILL SEAL;
.
Nm J\' P\ - O - � � =1N o _ x W.W.M. GXG/ IOX 10
11�\/P\, ; W � N o N I N N I I N W/ LPT4 CONNECTORSL__�_ GAUGE WIRE
\ eQY\ � U \ - . 5'-0”PLATE HEIGHT FROM
t j�\ I - o N n �51�1!1)
3�'HEADER ATTIC 5UBF OOR AT • g' DIAMETER ANCHOR BOLTS
rl r ( AW281 DORMERS WALLS OF S ED DOR1vIE I W/ 7" MIN. DEPTH @ 48" O.C.
/ - O \ UTLIN O WALLS BELOW Aw2t�l W/ MIN. 3"X3"xg"WASHER @PLATE °� UNEXCAVATED
. 2x I O RR C�? 16" iC 2x I O RR �a? 16" OC \ T,913/,6' 6-2376' J 8" POURED CONCRETE AW
/ 9 : 1 2 PITCH 9 : 1 2 PITCH _ — — — — FOUNDATION WALL W/ z W
•, , ,•. \ 6'-0„ 6'-a' I'-4"X 8" d. FTG.; PROV. (
/ 0-0"HEADER 4'-91376 5'-237x„ 2'-8" 2'-I 1Y4„ 2- #4 REBAR IN FOOTING LLI
CX 145 @ ALL GABLES
__ (TYPICAL ALL AREAS) O
GABLE END WALL 7`IC3�8"
QD
— — — — — 'NOTE: CONCRETE SHALL BE O
PC = 3,500 5 PSI @ 28 DAYS BUILDING SECTION "A" °�
-)I
24'-O" 2T-7Ya'
secrioN SECTION FOOTINGS SHALL BEAR ONCL
, A B UNDISTURBED SOIL WITHIN
BEARING CAPACITY OF SCALE: 4" = I ,-o,,
1 .5 TONS PER SQUARE FOOT
ATTIC � NU F FRAM I N G
SCALE: -L" = I '-O" ,/-\
11. I. �\
111•;1, ,
:. ..........
," L
' I I g LVL L RIDGE
, , ,: ". .0 f 5IMP50N C520
'",'"'�,,, 4 %; :I.. .......... ..'11
CONNECTOR(TYP. ALL)
y'' NAItIl t#FU(311 _.___'__-_____, -__.-. ___1__1.1__1._.___' _ _.._,-___.__. _.-__«__,. �____,._._,___._ _____. ..,..,..,. r ---� -T D m
GENERAL WIND PROTECTION CONNECTION NOTESLU
V,z ...:- -= ...........1111.
,:,,1 ... - Adapted from Standard for Hurricane Resistant Residential Construction; SSTD E , �':G � .. . � C� f I--__ L,
, ,.. _.. ,,,, ,,.
{ , 201,15 gkOoa FRAME Co�,TRUCTION VIA�;uaI. I I 10-99 and 201 8 SBC Mich Wind Edition Wood Frame Construction / - r-
5 1 il1�t
int
13 t 1
1671
r
1111 ... .. ........ .... . 1111 . : �:�. �. "�:4. `�
1111 `
i \.
r an
.e:
.�°. 0 Lo
��` � Fastene s d Connector f r W m !
.�. ...�. � ,,. s o 0o Fra e C n r ct n � �" �
I \ k� i;
N PSS it�� �
• :..;.�`.,,..'.,, ``1111. . '�:. .��� :�.:. ,: ,,'
F
1111,
1111
f
i`
w,. ..... ..,,..,._. .,,__,,,, _11.1__1._ ., .ti. .,w.�.r... , .«.. .... ..... .,r,...., r
° _' een food oundations wall loor tuds and _ �'
. . , ,. \ ;' 1;111;.: ontinuous load ath betty n s, f s, f s, s :� 1 � ,tfi1tt�t 2x8 CT 16" OC LLJ
I I��a �. p 9
c
:: .
, „_ rte,.,_,.._.W.,,., :4:,:.
> a �" ___ . roof framin shall be provided. °
WAFTEF TO TCJF PLATE TOE HAILED &_C`k ALL•3- n,AFTE 9 p 5� �� o
, __, __.,._ _1_1.11_.. _11__11____ _,_,,,,,,,,,,,,,_ __. _ 1__111_ �,": 0 W
1111 �_ - __1111 ._...._,,,,__.............___.._ ..................................................-....
i" ' ", _ 1 Ci t °S4"" y- �s r F E� f AFTER t� 11, c�
i fl
.�,� ... .....,_,._.,e.__................._. ,. .. . , ...._......_.._.._'___,..,...,.,,,,.,,._,.,.....,,...,....,_,..,,..«_,_,..«.«......« .._ .�jti;' xV ... -I'
,,, .._,m ,_„_,_,,.m_. � ____4y_--._.__, _,..__�_____111_1 1111._ 1111.. ............. _. t �. 4 ; � Z /
N
�R
E1Ltw J TTit T0I'irtLATE T0:taA1LEt '- s .AL1: rr J015T 2. A roved connectors, anchors and other fastenin devices not included in k. ':,\ ,', O N
';;'`:'.; fir.... ....... ... . .... ......W... ..,...__,__,____,__,_1___. ,._.....,._11.1.°._.°_,__-_._.,,_11___._1...1,... _...,....,,....,. _,___�__ _....... .. _.......__.___.._.,_.__-___'«___._-,_._____,,,,__,._,__,.-__.___,_, C'p 9 �. a...,.� .4 3
+I*r "t, �'� 1,
',`''.'::'';;i i ,0 0"ti` - - � � - _ _. the Residential Buildin Code, Section 2306 of IBC shall be used in accordance s� -'I'll :'�: BOLT ALL CT TO RR w/ 2- CB Q
- : ;1, 4___—1111_._-.-...,..__1_._.,,.._1���_ ..__,,,,_......................._._.__. 1111_, 1111,,__1 .1 ........_ _,. � � I �'ll ...,,,..\\ 1 _ 2 � z
1111, w -- g
Et r�G JEST Tv?PAR i�EL AFTV FACE IL.,W 5EI"TA E 37 €._CH:LAF �.. ..
with manufacturers recommendations. �- , _ , '�\�
", . . 1.111. -. «,__................... ............................_,,,.,,_„_,,,,,,,,,_,,,,,,...,..,..............._.........____.___ _-..-_,,,........,__„,,,,,,._____,_.-__,._. .,,,,,__-,.......__ ,,,.,,,,_-_,,,,_-_.___....._«_«______«_,._.._.._..,_-__--_---...__....._...._._.__, ,
.•
�gl.,g4gI5T Lr c%TF FM71`17 o FACE NAILED 5EETA&ES. EACH LAP SIMPSON H7 CONNECT
1111. _
_-___ ___._.___,.__._,_,.___.___..,,,_„__,,.__„___1_1____1_1_, �.
-i,, ,.,,_.., 4 TIE OR
6,
1111 1111..._—_ ............. ... ....._. _.
O
,,r';°I':''' J 'A?TIE 1 5 f >TEF FACE tvA!LE7 SEETASLE�. FES 1111 11 11_.
...,_,..............._ .__......_.1111_ .._ __,.,,,.._.,_...._..__,,. ...,.,,,,,,,__,,,,,__.,.,.._,«,. ...._........._____.««..._ _____....,,....,._._,,._-___.._.....__„__,,,_.._._........---------..,....___._..,_....._.. \a ..:`' ~.s..++ '.� U O
„ --- __. _____.__-_.-___-__•-'--” '-'- w w 3. Metal plates, connectors, screws, bolts, and nabs exposed directly to the „•, I _ o�
',,1111':,"11:1'1;." '':,'"' tLi�t"K0OIG,70 I>;FTE? TOE'�I.AU.ED C-5e3 EACH fl,ID._ ___ _ _� �` �,'
"I., {.,: .....,....._._,,,_,_„_.,-._.-.,-_,�_,_,.__..,,___,_.....__,__,,,,,,,,,,,,,,____...-,____...,........._..___....___.....__,_,,,,...... _ 1111. weather or sub ect to salt corrosion !n costal areas, shall be stainless steel or Z
,
N.,;..:`.* ,1: 1;11. ^',•,. Ft f _,,,._,_,__...._._.... _. ,«. ...._...._�°AILE� ,..__.......__.... _,_,_.,._....... ` "' ,__�___„ FACai€1111.. _ _- _ � __ Z r � PROVIDE 2x8 x4
1166 jo�AFTE r i _1 :>a J ` PLATE w/ 2
W, hot dipped galvanized.
�'.-,,,, , ,, :' \V '.., % �4�' SILL FOR CONTINUOUS
4x 0 CROSS TIES EXPO
,,,�,
tett11-111111-- SED
. . .. .........u........ ._..a...�.v HEA
.�' . .. ..:.: , .. r.'�� 1111. °... »1111 _,,.�... ...„ 1111.,,._...,_....,.......,....... w
,% DER� DOUBLE RAFTS
1111... 11:11.:.::
1111. ..
,,�',. .:',; ." T,OI7-#.AM TO TOP FL:�TE FACE i�,ILED C_1 Sd • FE!t.,P00T. Upt I pa ng a s ~+
4 Where windows and r interrupt wood structura nee heath) n
.,, 1:11:1.:::.:
doo s to s d
1111..:' ...
�-" �, PLATE ABOVE TO ALIGN
:'''';'';;,'," , F,?W.15�ATRITEF:55CTOM5 FACE >I_1r1a J01°,T5-'EACH51DE - 51din framin anchors or connectors shall be provided at the to and bottom � - �' �� - I Y
T0. --------' 1111_„ _ . 11 __. ,,,_........._.., „1«-111._«......._„ 9 9 p p r•, i. --- --- FA51CAS AT ALL AREAS
11: 11 _., , .,..,.,__.,,....,_,_....._.._.... 1-111 , _ 1111.. _-_, _- -
+;�t;`;I' ''.;',:'_• TOTIJu f �€RAIL€ ^-I ^�s°0:0 of cri le studs, header studs, and at least one stud at each side of o enin r ""'" I x I O AZEK TRIM CONTINUOUSLY AROUND
__ _
pp p .
.. .a._..«......... ...._,..............._. .... __.....,...,..,,......,.........,..,,._.................._...._............................,.._......................... Y 1111X y�,,,,
:,;I '`:,,", !'. :' a c •F .c-...,, _.____._____ „ j c> va°:'"' ....,,,,_„_____..._..................._....._................_..........,......._««.,,___.,, i ';+' " ..,fr :?c.. Ho � e ______m____........�____«_..,._............._..w._____.........,. ____ . ___ _,,.-.____---_._",_--'_-_,,._....,_.,..,-,-----.__--__
',I .*G TO IZAVM FrA�E 1y�i_E13 l I s"O, �L as FG c� \\'
"'St,`,:,I'"�"'',..,�" . ,_......._,..111 ..__.,.__, ..._..._.....................�,._,,,..,...,_....., __.__..,.._.._.,____'_...._,.__�..... . _,.,___,.._._..._«. ...._...,,__. .._..w,....._._.....____._.._.....____.-_..___,_,.._.._
.... _.. fa` '
1111. 1111.._.._.._. 1111... .,..,... � d R :... .;
t_. „' TOrOk'EOTI'�.M FLATETO 5TLID END MAILED 2^1"Qd FEF Ct44 STUN {" � � r .: t`4 � � . �Mil d I „. ' I x I 0 AZEK FREIZE
_.... ..... ______._.__.__.___.._.._._._______...-,_____.,_,,,,_____«,,.,_._._,_.-____________„___....w,___. «.1.............1......-, __..._,.____,___,_ ___..,____..__.___._...._..,.____. 5. Rd e stra s shall be attached to each air of o osin rafters exce t where ' tv Q)
,;11 I .11,'1 -I G4 FEF I-Xro 5TU1 9 p p pp 9 p � ..: y.. to rp .�t> I�
,.r. ,
"
�__.....�.. 1���_�,.,._,.__,.,-,......._�._,,...,...,_.._..__.._.._.,__,,,,,.,,,.._,,,_�..«.,-,.__�.-.,�.,.«- ___„_�.__._....-....... 1-11.1.11,..................................................................................
.'., 1111___-w__ .,. ,_�.,,. _.,,,,_. ..,,,_ ,.__.._..__.«._a __....._a___._ 1111.._ _,..__.___ ...,_,.,.,,._..___.. _ collar ties of I x6 or 2x4 lumber is located rn upper third of attic space and � �� 6x POST WRAP NI
9. .”,;a:;,,. ,, ' :' '' 4•-149,4 FTK CY6 5TUD w._.____.____...__.. _.__._.._..__,..._..__ s ,+ ;e —
FINISHED
,a+': 1. „_,,.....__,';,,,,,,,,,,,,,�_ .,_„__«_,.__.._,._..___.,__. ___,_ _.._._..._.,_,,,,__,,,,,,,_,,,_ ... «. .,_.,.._..,......,..,.._., _.°..._.,.,........_..- attach to each air of rafters. • k. T# w
I.;+, ;'i::' SOrTarf.Ft�,TET0F�0CFJL9EsT, p r ti` I1.
:"y1 '; 1 , '” r G. Uplift connectors shall be provided at each rafter bearin � ck. �hJli r :
! -1.' sm t Y ,, � 1".,h015%C3..I'�,O.kIIIs FACE KAKI D _t�� .................... ttirers...-
'L �`
1111.. _ _ - � ! I
k°.
.t i 6,;,i,; ,� _ .I i c
wn i n I f fu P d 1 0
': 11 7. Floor to floor hold-do s to be Prov ded every 48, a d every 16 w thrn 4
�r. !
1111.
' :, " .,: ,. 1:111. . .. ......:
'_:«"',;',,!.:, 1`,,', ,. ,JOl5TT051LL,TOFFI ATE,Of Gln!F TOEHAUD' 4-5d FE1".J015T of exterior corners. ' � ! � U
_ ........._..............._.
,, _,,.,._.,__-1111,,_1111,,,,.,,,_.__ _„_...,,_.,_...._.____ .,,__....,_.,__. -,_„_,___..,,__.._,._.._,,._..._.____,,,,,._.__-,__,,,_,,,__,_______
"'i.'1'•'1';11:;;•'; t3f'1L��It TO JOEST T E NAU D Fk:,._ .
1111__.-_......___---_.,......-11.__.,... .... . ____..,_,'-_.__.__1111____„....:........._____.__-,, , _e__ .._.__.d__......__ __._._,, .�____.._.�_._____.__,.. .
`.__.._
11
,
LOQ l t�Tfl.1. 157 TQE tJAU_�D 8. Sill Plate to Foundation Anchora e: Sill late shall be anchored to the a” -
_v-_-____..__.._.._.....__. _„' 1111.. 1111.- -
1111
I
c D 11 I,C Ts"5 51tto,,' A I PLATE TOE MAILED _1�d E.A�,`t DLC1wF ° ” 11
_ __„ ___......... _.__,.____._,_ __. ___ _�._...,._....,,, _ _ _ foundation with anchor bolts haven a min. bolt diameter of 5/8 and 3 x 3 x ,, .:
';I ^^ ? o' ^., FACE 3-1d EACM „ 9 %% f `i i
, : I t_,r,r 5T,I TO 1 .,fit ED
1111, 1______11111 _..._....._ _ _,,...,. 1111
- 1/8 washers. A minimum of one anchor bolt shall be provided within G to 1 2 ” ',
JGS5T011I LED'DEf;Ta AM Tot!NAILED s-&d FEP.JO15T a"•, i i
• ! _. ,_ mi
_ inches of each end of each late. Anchor bolts shall have a nimum embedment .a "` 'I kN
,! , .'',' E,iMJ65TTOJ05T 11 1 1 . EtoNAILED 1111. -14a F-`�''Jo,5T p11 -
_ 1111_,°-" w " of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located a. ii
IiAf JOL5TT0 53LL O s TOF FLATS TOE tIA1LE�D FES.FOOT I SIMPSON SSTB ANCHOR BOLT,
"
1.
1111 0 ......................................_ .....-.........._.._............. ................................... ................... I
within 1 2 Inches of corners and at spacing not exceeding 4 feet on center. s ° I ; �" DIAMETER 15" DEPTH
iY g }
I --
I�GCIf. .EAT11 c
„.....,.. .,, „•111:1,, . ::
. " _ ........>.. 1111. 1111... ..... . . .,............ . .
. . ... .�.........�...,:..:.......................a.........................,... .,........., 1111 •.:.�E: 'FTU,fi'I F1i111Q�.R�11Cd�t. 't :
"PEFI;.tETEI,EECSE-. "JE_ aan' C ;i : I filet�l)r 4 ° E W
_�,, 4.i _ °AT FA;IEL EDE3 '� 'ftp'"6 i 4 POURED CONCRETE SLAB I
,"
, !TMcl`I.III'll�"AL PA1.I.ELS Ud AND AT ItfiEKMEDIATE5UM00,T5 Ifl THE FAMEL FIELD �sS 1 1r}ST� � -0"X2'-0"x P-0"d.
1. _ o ON COMPACTED PILL WITH G 2
DE51GN LOAD CALCULATIONS
1ti P10'a`O!'_ 1 ''0;40- '"ATFArJEL)DB=EsAti I�"AT I I their 300"RBELOW GRADE UNDER COLUMN
W.W.M. G X G/ lox 10
> Ii MKFMEDIATE 5LIFFOf�T511lTME F.,NNEL frELi , „x :t irgatv*Qpw_,WW ,use, GAUGE WIRE LOCATIONS ABOVE (TYPICAL BOTH)
' FOKFICOF 5+1EAT,iRi,9t'ITtii;t 4'-O"OF T4YIEFfr'L,;ir- E'EC)GEOF T,IE FOOT.II`JC1.U,'I 4`-C"Ct4=„;,CH 501!CF T,iE f,, sOOF FE,�..K.s T\ E 4''- `I Ea.1't ET ER MIEN!AWA UNIFORMLY P1,57F.1&JTED LI`s�`E Ld:,gv',.. 1Mzf) J � � irk Cf�3 a7Pt lmC1Fi1t_9�Jt�st
Ei�E2Q'',Z.A.TTrACt'1i�11,-„,r_P,10UI E1AD.'T5`a11ALL ,iJ C' ITXTEI?I�F1 MALCOHIE5 o' � "'» g
^„ „ of 6x *.bf I ° .
. E:3—(TYFICAL
TNG
1111 ALL.,. s ARE OOTDE 2 #4 REBAR TN F11
11
5f.> l
� .. UAt1@LLEsDAFD Fse$COOLEFS ''EC^E< rC F1EtD Af $ 1Tt1fLI. T RAa E £�
3ria�isicxT1
1-111-11
.. 1111,
F5 , r
«....,_....... °° ,..°..,,,...,, ,. nn..,.... _...«._m...,..,_._,,...a,.,,..._.............,.,.....,.. 1111 M...n.M...M..............._... ..._,.__ __ €
ATTI WITH 5TOR E 40 IK�Efts €�t(�tr�d � u�
r�r+ a�� CC pp�sy'�c ca + / i �td � � rrtifild, r ”
.. 10.RJn.i,.,+'' •+�,,�`.. ','Li"1a'�.i11,..+L LII IP`IC'��. }'�;Y+0`"5r1�dt 'y 4Y/ �,� �y "A _
RfJ 5"YEskTFfE41 L J p e��+ t
,
... 1111,. ,o,•s..,,,.,.,..,....,._ ... •... .. ,_ ...a: .. ,.. 1111 1111. 1111.., ,,, 1111.. 1111,, . ,
5T?l_1T4j_A1 1�AI`1!L5 11.U..Q.1k,•_F,,=; ,q•ac;1 „ tigt "'F8 LI? 1.1_EI'11 RC"`0%45 :3t'J � the �,h. �rj II II
1 21
4 •ii\.:119:1
s'..I C'i 1.fi"L,x,7119'�cadz
"' ,"' .....,,.-,w.,...,..._....,1111,.».......,,,.,.A....,.°.,.,.-
: ,� _ . � �� ���� �. BUILDING SECTION B
11 va.Carv.F f"ro rs1t ['.r ':. ,A&
:siSC" , ^.. 3""EDCE,,9„FIELD 11€C`t�#
{_I_kl.r6L:x.�;5' esd;° � I , _ i it
11OAPD FAtf� 7r'1 11
" C-d„°a...............___. .. E i �I lei .,1111 _. .._,. .....,.,.,. w., _ Ia. arar f SCALE: 4 I -0
,^
I'll1.11_ 1.>_._ .�._.,_.,.. , 1111°,«_., I___ ..,..._.............____,,. _,._,,,_,,.. � i 4vEf ”"FIELD11______111__.1____1__ GFC711j4+� i 'r #4 ! Q� rsubject Mnds or ,', 35 EY� C t7`1 tt� IG10E 1111 ..I } t.
®(a1�APHfC CRITERIA �� �
.,.......1....I..._....,.._. .�.............................................1111.... .. 1.11..1....._...................... .11.11.. I...I...............__... .., ..1111..._...................... . _ -...,. ...................,._.........................................._. I
CY"F5 J M WAIlrO Al .._° «_,,,,,,_°,.,. 1111... «_.. ...„.n,.<.. .._...«1111...°. 6 A COO 711 fV,^E t I C"FIELD
_ .. s Nim
_.«.,,,._....._,....,,. ......,......_.....,._�.M, 1111.. o.,.�..o.a°e.�.,..,....... .....^.n,_.�.,_ .,.M_ iC WIND 5FEI't� 130 r* },
wow I tI
4'E DvE 21-ME- I Su Or,-G'",AT PANEL EDGE-5 AND 1 a"AT
J rr;T_f�JOF O$o _ 1 C"site -C AT FA.IEL EDG d AMM, I^"AT f05 ur s C,f. r B
ty A$`^SoA F1? Jed 1'�TEMAIED AT 5U Ft`OPT5 I N TH E FAN l FIELD .
... .. ,,,. . - ...- . . . ,,.. r
r U f
K PAM
EL F�
• 5 1ta.� L3E51�1�r;.ATE�t'31?Y 13 '$fid 16 ��� �
. __, .,_.._1111.:. ,1111_,.,,, ._.°...:.:,,r.„�,�::: .,,,,.,�,..,111
.1 jE INTERMEDIATE S IpFOI Ts iN TIfiE t4•Ar€L ftELI� �nE rr,EF,lt, E4€t}J= t 11�I i �t conftee�6n Hu tfon� c� EW
,. .. 1111,,, ._ ,; :
,.,.,,....
1111.,;.<;:,:•:.,”"-
Ir9 t�011K�t Ac
1 a..., as. 2!DEPTH 14
:,r - " � ,� ',\ �.��� n" SPP O
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