2005-016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
4z Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20050016 Date Issued: Thursday, April 21, 2005
This is to certify that work requested to be done as shown by Permit Number P20050016
has been completed.
Tax Map Number: 523400-289-018-0001-020-000-0000
Location: 23 FITZGERALD Rd
Owner: HYUNG & ELEANORA KIM
Applicant: HYUNG & ELEANORA KIM
This structure may be occupied as a:
Porch By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, 4;4 4t
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
(Et 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20050016 Application Number: A20050016
Tax Map No: 523400-289-018-0001-020-000-0000
< Permission is hereby granted to: HYI1NCr& F,IRANORA KTM
For property located at: 23 FITZGERALD Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: HYUNG&ELEANDRA KIM
23 FITZGERALD Rd Porch $18,000.00
Total Value $18,000.00
QUEENSBURY, NY 12804
Contractor or Builders Name /Address Electrical Inspection Agency
PATIO ENCLOSURES
1240 CENTRAL Ave
ALBANY_ NY 12205-0000
Plans&Specifications
2005-016
204 SQ FT PORCH
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, January 28, 2006
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at To f Qu�elsb ry;/ January 28, 2005
SIGNED BYZI' for the Town of Queensbury.
Director of Building&Code Enforcement
Porch, Deck, Dock, or Boathouse Permit Application.
Town of Queensbury-Dept of Community Development,742 Bay Road, Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. No Permit Pile No. 06--
inspection will be made until applicant has received a valid Foo Paid S
building permit. All applicants'spaces on this application must be Reviewed By:
completed and must appear on the application form.
Applicant: /%/C (� �'!;G' C/ L-=5 Owner: Yr'/�lC=
Address: c C'C.v rrLra Address:
2, z.6
Phone#(_�.,� 'f 16 Phone#(SL} 7 5-3 - ZLL6 /7'
Email Address: f Email Address:
Person Responsible for Supervision of Work as Regards to Building Codes: G'_S
Name c e'7 i �f� Address: Phone!'`6�GG�'33
Property Location: Lot Number: ! Rouse Number :P 3/
Subdivision Name: Tax Map Number: '
Estimated Market Value of Construction: $I�`�r; o c)6�,'
Porch
❑ Deck
o Dock
o Boathouse
o Other work(describePr ?{
Size of structure to be built 7 square feet ` ' UR y
D�>
Submit along with this application:
1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed
structure showing setback dimensions from all property lines. Show location of
water supply and location and configuration of septic disposal area.
2. Two sets of structural drawings. Indicate size of posts or studs, floor joists,
decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. I£a roof will be constructed, indicate the size of posts or
studs,roof rafter spacing and span. Indicate type of roof: sloped, flat, shed,or
other, Indicate the type of material being used for the roof.
De tion: please sign below after you have carefully read the statement.
To the best of my knowledge the statements contained in this application,together with the plans and
specifications submitted,are a true and complete statement of all proposed work to be done on the
described prernises and that all provisions of the Building Code,the Zoning Ordinance and all other laws
pertaining to the proposed w, 5x c shall be can He with,wheth ,pecif"red or noted,and that such work is
authorized by the owner. '
Applicant's signs %' � l�� l�Z�'� � Datc:
1 // try,,..--
L:1SueHemingwayl$uilding.Permit.1-ORMS1Porch.Porch.Permit.doc 8/13/02 revised per DH
zoo/zoo xva OVLO IIHZ C00Zi90i9,0
Queensbury Building & Code Enforcement - Residential Final Inspection
10 f
Office No.(518)761-8256 Arrive: am/prr1�,�/"�D�tpart: r Z i0pm 1A)
Date Inspection request receivedInspector's Initials: '��//yy����
NAME: 1 PERMIT#: u V /
LOCATION: Z DATE: -.._S
TYPE OF STRUCTU E:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6" /
Roof Complete/Exterior Finish Com lete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum 'i/2"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.or within line of site
Oil Furnace shut-off at entrance to fumace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Ternp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safe lEmn /Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Batter backup:
Carbon Monoxide Detector _
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade, _
Basement stairs closed rise>4 inches
Garage Floor Pitched _
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly _
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
L:\PamW\Building&Codes\Inspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04
Foundation Report Ins ection
pC�
Office No. (51 8)761-8256 Date Inspection request received:
Queensbury Building c c Code Enforcement Arrive: anvp / Depart° 'urn/
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
� �.—�
NAME: PERMIT#:
LOCATION: 3 KY-2 i 2kSPECT ON:
TYPE OF STRUCTURE: —�T
Comments
_ Y N/A
Fo tings
iers
onolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
I.\SueHemingway\Building.Codes.Inspection.FORMS\Foundation In pectin port.doc January 28,2003
I
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--ING DE � j Vim"
TOWN OF QUEENSBURY BUILD
Based on otlr limited examits shoal)rnmmen -, Its, i
MaUTIV
plans and specifications
not construedare in full
lance with the Building Codes
� I
44
copy
EN
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.I.N I. �,.t��`..:'� '.N.'.if; �!e"��:X� i .H:�:N:S�!4l'aT"�!'y l^d.)". NAME
l�R:.IL.
BU LDING & 6twv,10A ,
REVI WED BY t..
r �. a a).f�1�1`11_.. v a:)i�j' ✓ (d
DATIt
2X Floor Joists @ On Center
V T&G Advantech Subflooring.
(2) 2X g Box I-leader
Galvanized Joist Hangers Ends)
Galvanized Post Caps
s„ 4X4 or 6X6 P.T. Support Post.
rm Galvanized Post Anchor Bracket
'/2"Anchor Bolt
V. T ed Footing Tube Set 48"below Grade
14" r 24"Base Diameter)
Post Anchor / Footing Tube Detail
Patio Enclosures Inc. Name i
1240 Central Avenue Address 23 Fijzq-e1q (04 got .
Albany NY 12205
Ph: (518) 489-5101 Fax:.(518) 489-5109 G2V X's
Toll Free: 1-800-335-1966 Date Drawn
By oo5 Job # `
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GENERAL ENGINEERING NOTES I --" - - -
- MINIMUM ACCEPTABLE S❑IL BEARING PRESSURE IS 3000 PSF FOR PIERS, f
AND 2000 PSF FOR CONTINU❑US F❑UNDATIONS, SUBJECT TO LOCAL
BUILDING DEPARTMENT APPROVAL. ALUM. NEAOEe VLIGE / AOO Z" x 1.5" x II GAGE GALV. hTEEL
- ENCLOSED DECK LIVE LOAD SHALL BE 40 PSF, _" w� TUBE TO AA6 NEAOEe
OPEN DECK LIVE LOAD SHALL BE 70 PSF. LOGATIOU (1' F2OM
- 50 YEAR MEAN RECURRENCE INTERVAL ASSUMED FOR BOTH GROUND 11
SNOW LOAD AND BASIC WIND SPEED. A/B GOeOEe); 5795E EXIhTiWG . --
_. " " u
- 70 PSF GROUND SNOW LOAD USED. TUBE TO BE 601U WUOUh �/ A00 I/4-20 X 8 NWN BLAZEe h05 TEk hG2EWh
- NEW YORK STATE BUILDING CODE 2002 EDITION (NYSBC) --" - — -~- - - - 6 56" O.G. FO2 eOOF-tO-HEA0E2 GO00E6TIOU
GUIDELINESUSED FOR ROOF SNOW LOADS. _._._.___ __....___.._._._._._.... —..._______._......_..._.........__.__._._._.___..._........._._...... __ _
- 90 MPH (3 SECOND GUST) WIND SPEED, EXPOSURE B, USED, BASED ON WIND SPEED MAP
FOUND IN NYSBC GUIDELINES. _._..__.. __.........__. . .........____..__..._._. n_ _.. __ - -----_- 6 ALUM. GLAD FOAM 200E
- ASCE 7-98 GUIDELINES USED FOR ROOF AND WALL WIND LOADS,
- NO LARGE BODY OF WATER WITHIN 1/4 MILE ASSUMED.
- PEI PRODUCT STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED IN 2 _.. ___...._._..___.._.._...
ACCORDANCE WITH CURRENT PEI ENGINEERING DATA APPLICABLE TO THIS JOB. U5E (Z) I/4-ZO x B" NWN "BLAZEe" 605 f5V
- PEI ROOF SYSTEM DEFLECTION LIMITED TO MAXIMUM OF L/120.
- ALL NON-STRUCTURAL ASPECTS OF DESIGN ARE SUBJECT TO LOCAL 6G2EW6 W/GLIMA-55AL PIUI6H 6 200E GOeOEe
BUILDING DEPARTMENT REVIEW AND APPROVAL FO2 2OOF-tO-NEA0E2 GOWWEGTIOW, TV.- REGISTERED PROFESSIONAL STAMPING THESE PLANS HAS NOT PERSONALLY
INSPECTED THE JOB SITE. 2
- RECOMMENDATIONS ARE BASED ON THE INFORMATION PROVIDED TO THE ENGINEER, - tEMPEeEO 6LAhh
AND ARE VALID ONLY IF THE SITE CONDITIONS AND PROJECT SCOPE ARE UWith W/hG2EEWh
CONFIRMED TO BE AS SHOWN HEREIN. 5'
NOT- ENGINEER'S STAMP DOES IMPLY APPROVAL OF CONSTRUCTION
PRACTICES OR PROCEDURES. A00 E.2. POhT t0 6AU610 Old
- PEI PERSONNEL, OR LOCAL BUILDING INSPECTOR, OR BOTH, SHALL INSPECT THE W 14 W 1[6-WALL; hPI.ITTIW6 VWEEWALL; TV
JOB SITE PRIOR TO START OF CONSTRUCTI❑N TO INSURE ADEQUACY OF
EXISTING SITE CONDITIONS, INCLUDING EXISTING STRUCTURES) TO BE ATTACHED 2 PL.
TO AS SHOWN IN THE PLANS HEREIN. MIU. Z I OIA. 6ALVAMIZ90 LAGh
- ALL WOOD MEMBER CONNECTIONS SHALL BE RIGID AND SECURE, l TEMPE2E0 GLAhh AT BOTTOM, TOP, A00 LOGAflOW OF
OR SIMPSON-STRONG TIE OR EQUIVALENT WHERE APPLICABLE, AND ARE 1 3 VUEEWALL LIMIT "N" 6UPPOeT, AWO 6tA66E2E0
SUBJECT TO LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL
- REGISTERED PROFESSIONAL STAMPING THIS DRAWING CANNOT BE RESPONSIBLE EXIhtIWG OEGk AT IS" O.G. F02 WALL EXPAWOE2
FOR SOIL BEARING ANALYSIS OR ANALYSIS OF EXISTING STRUCTURES, OR TO NOUSE WALL GOWWEGTIOW. P20VIOE
PROPOSED WORK PERFORMED OR C❑❑RDINATED BY OWNER. MIU. I-1/Z" EMBEOMEWT IWtO hT2UGTU2AL
11' F2AM1U6 02 W000 9LOGIQW6 IUhtALLEO
,r 9-WALL ELEVATION A00 (1) 1/8" fHV. x 2-1/8" WIOE AWO 696U2E0 TO 6feU6TUeAL PeAMIUG.
3 ALUM. GLAD
FOAM WIUG PAWEL GALV. htEEL PI.AtE TD N
Mild. (2) 9/8 x 3-I/2 GALV. LA66 B 6UPPOet, TV. 0U BOfH A E
_-- GAUGIUG AWO GOe0E2 GOLUMU FOe FLOOe G-WALLh
--- ---— EXPA00Ee TO 09CV FOU00ATIOU
GO00EGtIOW (MIU. 1-1/2" EMBEOMEWT s
IUTO 096V FIZAM1U6)
0.6.
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UUITh W/hG2EEU6 Foe OOOe UWIt OULY
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--_---- ---.......... tEMPE2E0 6LA66 eEQUleEO
_.._ EXIht1U6 05CV EUGIIJEEe'h htAMP AM196 TO PATIO EUGLO6U2E6,
IUG. P2000GTh OUL.Y. EXI6fIU6 HOUh9 E E05TIU6
12' OEGk: W/ eAILIW6 6t2UGtUeE6 E FOU00ATI0U 00T 12'
A-WALL ELEVATION IUGLUOEO. OtNEe OUALIP190 PeOFE66100AL6 hN0UL0 G-WALL ELEVATION
of News VE21=Y THE A09OUACY OF 05GV PE2 GOOF. hHEEt I OF 3
WOTEh: �Q- �txAN lyq� 09 DRAWN
1. ALL-VIEW (AVe) e00M; 6A00hT00E 1U GOLOe. co THIS DRAWING IS THE PROPERTY OF PATIO VQ6 rpE
dt�� N. E. ICIM
Z. G0Uht2UGt EUGL05UeE 0U EXI6fIQ6 09GV �c ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE CLOSURES, INC. 23 ffZ6E2AL0 20.
3. 00 HEAT, PLUMBIWG, Oe ELEGTeIGAL BY P.E.I. OUE509UCY, NY. 12904
4. OOWUSPOUth t0 62AOE; LEAOE2h 10 OeAIU WAtE2 AWAY � �; DUPLICATION OF THIS DRAWING IN ANY FORM IS IZ 16 04
KOMI FOU00AtI0Wh; LOGAVOWh TO BE OETE2MIUE0. o� NOT PERMITTED WITHOUT THE EXPRESSED SCALE - 2 INTERSTATE AVENUE �q3-gS4O
WRITTEN CONSENT OF PATIO ENCLOSURES, INC. „ , „ ALBANY, NEW YORK 12205 JOB NO.
.� c� 114 - I -0 (518)489-5101 56029
EXISTING HOUSE WALL STUD ALUMINUM FLASHING
1/4-20 x 8" HWH "BLAZER" SD5 TEK SCREWS
W/ CLIMASEAL FINISH ® 36" O.C.
(6) 3/8" DIA. x 3-1/2" LONG SILICONE SEALANT; TYP.
GALV. COUNTERSUNK LAGS
W/WASHERS ® 16" O.C. (2) #8 x 1/2" TEK SCREWS
THROUGH LEDGER INTO ® EACH I—BEAM LOCATION,
HOUSE STUD FRAMING. TAB/HANGER ASSEMBLY TOP & BOTTOM (2) #8 x 1/2" TEK SCREWS
THROUGH ONE SIDE OF EACH
PROVIDE MIN. 1-1/2"
EMBEDMENT INTO EXISTING I—BEAM INTO HEADER ARM
". .
FRAMING
6" ROOF PANEL
1/2" x 2" LONG GALV.
LAGS W/WASHERS ® 5" O.C. 6" P.E.I. ALUM. CLAD. .
THROUGH HANGER TAB INTO '.'...FOAM ROOF PANEL 12" OVERHANG #$ x i/2" TEK SCREWS, (2)
LEDGER TYPICAL: EACH I—BEAM, & (1)
" EACH END OF HEADER
REMOVE SIDING AT LEDGER #10 x 1—1/4" TEK SCREWS
FASCIA ® 24" O.C. MAX.
#10 x 2" TEK SCREWS ® 6" O.C. & AT
AAS HEADER ASSEMBLY EACH END OF MASTER FRAME
#8 x 1/2" TEK SCREWS; 2" WIDE x 1-1/2" HIGH x 11 GAGE
(2) INTO I—BEAM CONNECTING (2) #8 x 1/2" TEK SCREWS IN & OUT
1/2" PLYWOOD/OSB SHEATHING PANELS; BOTH SIDES GALV. STEEL TUBE REINFORCING ® UNIT GANGING & EACH END
ADD 2x12 LEDGER EIOARD CHANNEL REINFORCING GALV. STEEL MASTER FRAME TOP
FASTENED TO HOUSE: WALL CONTINUOUS IN HEADER
W/ (6) 3/8" x 3—•1/2"
LAGS ® 16" O.C.
rYs HEADER WITH
1EE P. E. I . ROOF TO HOUSE WALL ATTACHMENT 2 STEEL TUBE
SCALE
EE3"-1'-0"
2 SCALE: 3"=1 '-O"
of >NieyVY 6HEEt 2 OF 3
�EkAN Mqi O� DRAWN
co rHIS DRAWING IS THE PROPERTY OF PATIO VIJG PdtiO
ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE ENCLOSURES, INC. ® 23 FITZ6E2A1,0 Q0.
DUPLICATION OF THIS DRAWING IN ANY FORM IS 12-16-04 QL15509U2Y, IIY. IZ904
NOT PERMITTED WITHOUT THE EXPRESSED SCALE 2 INTERSTATE AVENUE 193-9940
P o WRITTEN CONSENT OF PATIO ENCLOSURES, INC. ALBANY, NEW YORK 12205 JOB NO.
..f� A6 IJOTEO (518)ass-5101 56029
POST CAP (1) 1/8" THK. x 2-7/8" WIDE
GALVANIZED STEEL PLATE
x 1/2" TEK SCREWS 3/8" DIA. x 3-1/2" LONG GALVANIZED LAG
WITH WASHER 0 EACH SIDE OF GANGING (MIN. 3" FOAM WING PANEL
1-1/2" EMBEDMENT INTO STRUCTURAL_ FRAMING); "H" SUPPORT
ALUM. WALL SUPPORT TOTAL (2) (FIELD VERIFY LAG CENTERED ON #8 x 1/2" TEK SCREW 0 END OF
BRACKET DECK INSIDE HEADER BOARDS) "H" INTO EXPANDER (HOUSE END); (2) #8 x 1/2" TEK SCREWS
EACH SIDE AT GANGING; EACH SIDE
MASTER FRAME TOP #8 x 1-1/2" TEK SCREWS
0 12" O.C.
MASTER FRAME SIDE
lit
#8 x 1" TEK SCREWS (3) #10 x 1-1/4" TEK SCREWS THROUGH
BOTTOM, 1/3rd UP & SUPPORT BRACKET INTO E.R. POST; TYP. 4 " H " SUPPORT WITH FOAM WING
rd DOWN; BOTH SIDES BOTH SIDES; TOTAL (6) Z
E.R. POST J & STEEL PLATE
FLOOR EXPANDER SCALE: 3"
(2) #8 x 1/2" TEK SCREWS
3 E. R. POST @ GANGING
3 ANCHORAGE TO DECK FOUNDATION VENT UNIT HEIGHT
SCALE: 3" = 1 '-0" GALV. ROLLED STEEL TUBE
REINFORCEMENT IN MEETING RAILS 1/8" POP RIVETS AT TOP, MIDDLE, & BOTTOM;
OF BOTH FIXED & VENT UNITS TYP. FOR BOTH VENT & FIXED UNIT HEIGHTS
AVR DEADLITE BRACKET,
TYP. 0 TOP & BOTTOM
(2) #8 x 1" TEK SCREWS INTO SILL
((2) #8 x 1/2" TEK SCREWS INTO HEAD)
FIXED UNIT HEIGHT SCREEN HEIGHT
(2) #8 x 1/2" TEK SCREWS; TOP & BOTTOM
5 MEETING RAILS WITH ROLLED STEEL
3 TUBES AND DEADLITE BRACKETS
SCALE: 3" = 1 '—O"
of New SHEEt 3 OF 3
�E\AN q/ 0 DRAWN
y N�1'17 THIS DRAWING IS THE PROPERTY OF PATIO VQ6 �Qt1O H. E. ICIM
ENCLOSURES, INC. ALL RIGHTS RESERVED, DATE ENCLOSURES, I�Co 23 r ITZ6E2AL0 00.
c DUPLICATION OF THIS DRAWING IN ANY FORM IS IZ-16-04 QUI55 5BU2Y, Qy. 19904
NOT PERMITTED WITHOUT THE EXPRESSED SCALE 2 INTERSTATE AVENUE 1'93-9840
R WRITTEN CONSENT OF PATIO ENCLOSURES, INC. ALBANY, NEW YORK 12205 JOB NO.
o6E AS QOfEo (518)489-5101 36029
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PLAZA �—� II
II
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sro� lip <2E) sro STORE O
d 5 i ry Ca
n
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4" POURED CONCRETE SIDEWALKFRONT ELEVATION ' D
W/EXPANTION JOINTS EVERY 18'+—
ON 6" COMPACTED GRANULAR SOIL
(MATCH FLOOR LEVELS)
��R, ,yA _
8 GIRDER TRUSS -- --' 8 GIRDER TRUSS
"
rl �q� 6 —0 0 SCISSOR AL I �'� ® O I
,F ( 1 I >-
~' TRUSSES 24 OC TYF °' �41"'
�— . ....... .. -1..3�4.x11.7./.�. ........ ....................................... ..................................... .TI .. ...................................... ......................................... ..3...L 1.. .......---- . . ......................................4 �................. �.............�.,. O_ ,
. .. . . ..
LVL DRP HEADER LVL DRP HEADER �..
12"x10' FIBERGLA S SQ.
SUPPORTING COLUMNS NOTE: 12" SONO—TUBE CONC. FILLED LLJ
e MIN. 48" BELOW GRADE W/ 28" W
BIGFOOT FOOTING (TYP.) m
17 6 17 6 17' 6" 17' 6" 18' 0" '-6' 37 0 i - 18 0 17 6 17 6 17 6 1 6
6° , " , " " , " , "
lie
1 Ems-- + U rill,
d 44 0 88 0�
88, ' " " _ cn 0
01
I �
22O 0 FLO III
I
IN I
011R, ]PLAN VOUNDATION PLAN
N
i
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f
I
, II
- PARAPET TRUSS @ 24 OC
- 5 8 CDX PLYWD
� II
a� - 2x8 FREEZE BRD DRIP EDGE , II
- 1 �2" CDX WALL SHEATHING 12
W 1 ' FOAM STUCCO FACEi� NOTE. FIELD VERIFY � � I
/ 6 PARAPET PKT. HGT. � oi 7 15# FELT PAPER � �,p I,-
-
REC ,
- 30YR ARCH ROOF SHINGLESLo
� 05 o
- SOLID VINYL SOFFIT 2x4 SLOPING PARAPET WALL ° '�' o �°
@ 24"OC W 1 /2"CDX SHEATHING 7 BUILDIN,� 0
48' o" EXISTING STEEL ROOF DE IW NEW 3" ROOF INSULATION W •�° A z
48 0 3-1 .3 4 x11 .7 8 DRP LVL W/NEW -
/ / - .060 RUBBER MEMBRANE OOFING TO RUN UP BACK OF PARAPET a� co
46'-0" 10 12 SCISSOR, CATHEDRAL TRUSSES MICROLAM HEADER " A - o T-4
� BOXED & ALUMINUM 8 —o WALL AND BE CAPPED OF W/ALUM COPING �, � x v . I
WRAPPED a;
EXISTING STEEL ROOF GIRDER o
p f-i 0
0 2x4 FRAMING W/1/2�t r �\� •� a
12 SQ. FIBERGLSS SHEATHING (TYP)
COLUMNS (TYP.) \� I
6'—o" EXISTING BLOCK WALL
LL��7
EN - II
DESIGN LOAD CRITRIA -
s V /
— GROUND SNOW LOAD 70 LBS. PER/SQ.FT. --WIND LOAD BASED ON 90 MPH RATING o ► a r
CRD 0 S S SECTION ' 'A -At '
�.
Z )04
NOTE: 12" SONO-TUBE CONC. FILLED JONV71504
MIN. 48" BELOW GRADE W/ 28" DATE: 06/25/04
BIGFOOT FOOTING TYP. #'
s I
; , II