2008-179 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE 4F OCCUPANCY
Permit Number. P20080179 Date Issued: Thursday, September 18, 2008
This is to certify that work requested to be done as shown by Permit Number P20080179
has been completed.
Location: 1035 STATE ROUTE 9
Tax Map Number. 523400-296-009-000 1-001-000-0000
Owner. ANTHONY & MARY FERRARO
Applicant: ANTHONY & MARY FERRARO
This structure may be occTt tebLka�POT
Commercial Alteration By order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the 4
property owner of the responsibility for compliance with Site Plana
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
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080179 Application Number. A20080179
Tax Map No: 523400-296-009-0001-001-000-0000
Permission is hereby granted to: THE FUN SPOT
ANTHONY&MARY FERRARO
For property located at: 1035 STATE ROUTE 9
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: ANTHONY &MARY FERRARO Commercial Alteration $40,000.00
24 MC CORMACK Dr
LAKE GEORGE,NY 12845 Total value $40,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2008-179 Facade ONLY
100 SQ FT COMMERCIAL ALTERATION-THE FUN SPOT
$50.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, May 07,2009
(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 the wn o ee u ay, May 07, 2008
I S GNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
............................."".............................................
OFFICE USE ONLY...-."-.," -
f
TAX MAP NO. PERMIT NO. MAY 02 2008
FEES: PERMIT_ (✓ RECREATION ENGINEERING '
(1f applicably F1 IFENfiRUR ,-;
........................................................................
PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO
REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.
APPLICANT/BUILDER: i&-,- 7f )r-�z-izwt-o OWNER:
ADDRESS: /n ?S� iLT 1 Q�-� NZ—N�'3 u ti y ' Zc y ADDRESS:
PHONE NOS.6D O '79 -2 21 Sr V� 7 44 - s�s PHONE NOS.
CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: PHONE: 7 4
LOCATION OF PROPERTY: % '� S"'oT- iZT i k G"`iZ-A,s,3u� ivy �z vY
SUBDIVISION NAME: ,J4 A
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT p d CY w U- U)
APPLY TO YOUR Z p O U) cn U) w
PROJECT ad O O-1 „ w ¢ a � U
j u_ u- _ 0 M
Uj CJ z C) E— t- O F-
z ¢ Q v7 N cn O u- r u- a = 06
SINGLE FAMILY
TWO-FAMILY
MULTI-FAMILY
(NO.of UNITS )
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY OR
INDUSTRIAL
ATTACHED
GARAGE(1,2,3)
r
rya r � (3
OTHER
IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:
ESTIMATED CONSTRUCTION COST:
m ati�a FUEL TYPE:
HEAT TYPE: "HOW MANY FIREPLACE(S)- AND/ OR WOODSTOVES(S):______
ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE?
IS THIS A HISTORIC SITE?
PROPOSED USE OF BUILDING OR ADDITION:
*Please complete a separate Application for"Fuel Burning Appliances&Chimneys" available in our office B 3-LGL 11-05
QTown of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?
ARE THERE EASEMENTS ON PROPERTY?
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. I certify that the application, plans, and supporting materials are a true and
complete statement/description of the work proposed, that all work will be performed in
accordance with the NY State Building Codes, local building laws and ordinances, and in
conformance with local zoning regulations. I acknowledge that prior to occupying the
facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand
that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and
agree to the above.
Signed
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction
codes or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
....................
Permission is hereby granted to the above ; This application / proposed action described ;
Applicant to erect or alter the building herein is found to be in accordance with the
described herein in accordance with said zoning Laws of the Town of Queensbury. 00
Application:
, , ,
,
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,
,
BUILDING& -OD PROVAL ZONING APPROVAL
, ,
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DATE/ DATE
,
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:�.....�.... i ......... ...............................0
QUESTIONS? CALL 761-8256 OR EMAIL
codes(M-gueensbury.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Office Use Only www.gueensbury.net
Operating Permit Issued: Yes No
Occupancy Type: nstruction Classification:
Assembly Occupancy Limit: x Special Conditions:
�>� Town of Queensburyj - Community Development Office - 742 Bay Road, Queensburyy, NY 12804
y i.
Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Ins ection r ue re ive
Queensbury Building& Code Enforcement Arrive: Gj-,JQ m Depart: m/
742 Bay Road,Queensbury,NY 12804 Inspector's Initials: i
NAME: — PERMI c•
LOCATION: DATE
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location
Plum ent Through Roof 6"/Roof Complete
Exterior Finish/ rade Complete 6"in 10' or Equivalent
n erior/Exterior Guardrails 42 in. Platform/Decks _
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks
Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11"
Vestibules For Exit doors>3000 s . ft.
All Doors 36 in. w/Lever Handles/Panic H4rJYmke, if required
Exits At Grade r Platform 36 (w)x 44"( Cano r Equiv.
Gas Valve Shut-off Exposed&Regulator bove Grade
Floor Bathroom Watertight/Other Floors Oka
Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum
Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft. or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors
> 10%> 1000 s . ft.
3/4 Hour Corridor Doors &Closers
Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors
Ceiling Fire Stopping, 3,000 s . ft. Wood Frame
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"
Smoke Vents Or Fan, if required
Elevator Operation and Si a e/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Si na e
Public Toilet Room Handicapped Accessible
Handicapped Service Counters, 34 in., Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides]
Active Listening System and Signage Assembly Space
Final Electrical
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if req.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway
Water Fountain or Cooler
Building Access All Sides b Surface 20'wide
Okay To Issue Temp. 2t Permanent C/O
Okay To Issue C/C
L:\Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc
��/o A/0
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date I ection re
Queensbury Building &Code Enforcement Arrive: - p a
742 Bay Road, Queensbury, NY 12804 Inspector's In'
NAME: t�-� C2, ' PERMIT# �/
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N NIA COMMENTS:
Framing
ccess 22" x 30" minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/ w 16 gauge 8 16D naus each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side%inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling1wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. ("
5.7 sf above/below grade
5.0 s#grade
LABuilding&Codes Forms-01-13l13uilding&CodesYnspedan FamsTraming Firestopping Inspection Report.doc Revised January 7,2008
c)
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection req _
Queensbury Building&Code Enforcement Arrive: 7'2j
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi r v
NAME: RMIT
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic 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
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation 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.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Ins ction est r i d:
Queensbury Building&Code Enforcement Arrive: epart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's In "
NAME: 0ra RMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N /A
7FootinDgs 1J c--
Monolithic SlabCH�C—
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
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofmg
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.
L:\Building&Codes Forms\Building&Codes\inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
RP (
L,-j -::: Y)�—[ 7
r_- _____.._______________________-
PROJECT NAME: 17tc- j--v" 511` OFFICE USE ONLY
STAFF INITIALS: ;
DATE:
BUILDING PERMIT SUBMISSION - ,
CHECKLIST FOR: '
MULTIPLE DWELLING or COMMERCIAL PROJECTS
I :' Building Permit Application Completed?
� 1• 9 pP � p ES i NO ? N /A
[2. Energy Form or CheckMate Energy Code Compliance
Forms Complete? (2-copies)_ X
---- -
3 = Energy Code Inspector's Report from Checkmate x
Program? (2-copies)
Septic application completely filled out?
F4.
?
(if applicable) _` I i
5. Electrical Inspection Form complete?
i
6. I Two (2) sets of the plans each of the following: I YES NO N /A
a. Floor plans (s)? X
b. Foundation plan?
c. Cross sections (s)? X
j d. Elevations?
i
e. Design loads including floor, snow load, and wind
load?
f. Seismic design (required after January 2003)?
I
g. Plans signed and sealed by registered architect or x
engineer?
j h. Window and door schedule? x
Two (2) site plans showing location of the structure to be '
built, location of well or water lines, location of septic
I 7' system or sewer line with all setbacks and separation
a
distances shown, and all improvements to the prooert�r?
I
I
8. Solid Fuel Burning or Gas Appliance Form (if applicable)? ` x
i
9. Driveway Permit I X
Town of Queensbury • Community Development Office • 742 Bay Road, Queenshury, NY 12804
----------------------------------
OFFICE USE ONLY ;
PROJECT NAME:
STAFF INITIALS:
DATE:
BUILDING PERMIT SUBMISSION ;
CHECKLIST FOR: '
SINGLE FAMILY DWELLING
.-..........-............_.......-.....................__.__...............-_...---_........__._...__...........-...........-........_..............___.......-.... ........._...-................................................__........__ .._........_ .... -
1. 1 Building Permit Application Completed? YES NO N /A
;
Energy Form or CheckMate Energy Code Compliance
2.
Forms Complete? (2-copies) - _......._._.__. ._._..._._..._._ .___._ -__._._..._._._._.__.__. ..............4------.._._._-.........
_._�....-.-.---._._.._......__...
3 Energy Code Inspector's Report from Checkmate
Pro ramp 2 co ies
.-----._ _._....----g - ---__._(._._.-._.._p--...................__.._._._...__...._ ......_......... _..._._..........._._................. _............_........-.----._.._._....-._..._..._i,..._______----..__
4 Septic application completely filled out.
a
I i (if applicable)
.................--.-.----..__...__..__._..._.-_............................. _................_......_._.. _ _._._..... ------------,
F
5. { Electrical Inspection Form complete?
---------..._. -- - - ---- ._..._._._.. -- - -- -- -- _.. - ------------ ........... - -- ---a
6. ' Two (2) sets of the plans each of the following: YES NO 1 N /A
a. Floor plans (s)? '
i
b. Foundation plan?
................_._...... ......_..._..........._.............._........_........_._.._......._............................._._........_.___._..__...................._.__........................__.._.._..__..__...-----------__.............................._a.._.._._.______.._........__i.__.--.-----..__...
' I
J
c. Cross sections (s)? i
E d. Elevations?
e. Window and door schedule?
.._..__..................-......----..._.._._._..------._...__._........_.__........__....._.....------
..---
..._.__............................... —.................L...._....._._.._.__.........a
f. Natural Light, Ventilation and Emergency Egress
Requirements?
p ................
__-_.......___.-....__..__._._______..__._.____._._..___.._._..__.........._._....._.__._ _._..._._.._..__.-- --_.__..__._
g. Plans signed and sealed by registered architect or
I --
engineer?
-- Two (2) site plans showing location of the structure to be_ �-
7. built, location of well or water lines, location of septic
s stem or sewer line?
8. Setbacks from property lines to new structure?
i i i j
Setbacks to neighboring wells and septic systems8.
i
including onsite well and septic s stems if applicable)?_ cable_? '
9. 1 Driveway Permit?
Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
B 12-LTR 11-05
Zoning Department Inspection Report
Project Name: Ferraro Entertainment (The Fun Spot)
Project Location: 1035 State Route 9, Queensbury, NY
Tax Map No.: 296.9-1-1
Mailing Address: Anthony Ferraro (attn: Keith Ferraro), 24 McCormack
Drive, Lake George, NY 12845
Special Use Permit No.: 35-2006
Area Variance No.: 42-2006
Building Permit No r. ' :' , 2007-540
Date: February 5, 2009
Dear Ferraro Entertainment:
During a final site plan inspection on February 4, 2009, and per the H.
Thomas Jarrett, P.E. certification letter of December 16, 2008, your project
was found to be developed as approved.
Should you have any questions or concerns please contact this office.
Sincerely yours,
Bruce Frank
Code Compliance Officer
x Regular Mail Certified Mail Hand Delivered (by B. Frank)
L IBruce Frank120091SPR andAV ReportsIFerraro Entertainment(The Fun Spot)SP 35-2006 05feb09.doc
oy
/--
COMPOSITE SHAKE SHINGLES AT
CANOPY ROOF TO MATCH CLUB 5" X .4" TIMBER DIAGONAL
GONTRAGTOR TO REMOVE AND REPLACE HOUSE (COORD. W/OWNER) BRACE (TYPICAL)
EXISTING RECESSED 50FFIT LIGHTING AS 4X4 KING P05T BENEATH
I2' X /" TIMBER
REQ'D. COORDINATE WITH OWNER PRIOR RIDGE AT FRONT FAGS i�
COLUMN (TYPICAL) EXISTING FACIA TO REMAIN.
TO (,ONSTRUCTION _--- — C
ZE AIR AS NEEDED AND PAINTTOWN OF-
---------------
_ ---- -------- - — -- _ _ V i LD I NG & C
_ - -- - - _ --- - - - Reviewed By,
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--- -- — —- --- -- --- -- -----
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-- INSTALL FLAT VERTICAL ao W
rY — .--- - �_—_ ---- - — - - -- -- ---- _ ._ - -_ ------ --- -- - IX TIM15ER ALONG SIDE � ✓k-
> - - --- —--- --- -- - - --_-- — - _---- - --- - - -- --- -- 1 -- --- -- s TO BRIDGE STUD DEPTH W--
/ / I --- -- - --------- ------ -- ---------- --- -- I 1 ----- AND 4-INCH CAVITY
EACH END OF BLDGLLI
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— _— _— -- _ --- I --- _ -- — -- -- -- - --- --- — — --- -- TQ'4"ya4 Q!1VEisl�` , . Tit"'T ew
------
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-- --_ —
Based an our limited ex�,minatlon,
bi I _ -- -- --- - -- -- - -__._ __ - -- -- - -- compliance with our comments, shall �' ■
— _ 4 - -- ---- --- - ----- con,
as indicating the ago-
'� not he a cat
- -- _' 'a —- - ------- - J - - ..- ------ 4 -- - - - --- plans and specifications are in full V
— - - .. , -- - -- - --- - _.—_ - _. - ------ om^fiance with the Luilding Codes of .,
A,_ i New Yorl;State. �
- — —_—— .y
Cc
CU
EXISTING ALUMINUM 1
PRECAST OR STONE 1 1 FIBER CEMENT BOARD (,LAPBOARD I I FIBER CEMENT BOARD TRIM CU
DOOR TO REMAIN n� I ( PIER GAP SLOPED TO I SIDING (GOORD. STYLE & FINISH ���J_ RIPPED TO DESIRED WIDTH II Fg a
DRAIN WA FROM BLDG. V W/OWNER V PER OWNER "� }y
( / WNER) 0
� 2 C ■
ffRONTT ELEVATION ;
Fr-
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a�
C m
EXISTING SLAB ON GRADE EXISTING FOUNDATION (FIELD VERIFY) a M
EXISTING PER I y I
EXISTING RETAINING --
WALL (3f FT HIGH) REGULATIONSALL ` SHALL E N CONSIDERED CAL DTO BE ES PARTCOORDINATE W/ FRAMING 4 OF THE BUILDING DETAILS AND SPECIFICATIONS
AND STONE PIER A5 REO'D m PI HEREIN. IF DISCREPANCIES BETWEEN THE CODES
GL EXISTING AND REGULATIONS AND THE INFORMATION
DOOR PI PI PI PI PI EXISTING PIER CONTAINED ON THESE PLANS EXIST, THE MORE
_-E.—E — E E — STRINGENT SHALL APPLY UNLESS THE INFORMATION
OF THI=_ CODE, IN WHICH CASE THE CODE OR
EXISTING UNDERGROUND `" " FLD VERIFY) FOUNDATION PLAN SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
ELEGTRI(, AND SPRINKLEf-',
LINES, FIELD VERIFY N-r.5. L
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
eQ
PRIOR TO CONST. 2-1 1/2 5,—(„ 5—� 11� �Z"f 7—dt DIG SAFELY NEW YORK
1�"-3" 1�'-3" — CALL BEFORE YOU DIG
TYPICAL) I�—� — WAIT THE REQUIRED TIME
E -E E E -E E -E -E -E - CONFIRM UTILITY RESPONSE
— RESPECT THE MARKERS
P3 P3
- DIG WITH CARE
SFE' IS EVERYONS
8X-4 TIMBER RAFTERS PLEASES CALL G 1-8 0-962 E7962SBEEFOREL YOU DIG.
15 GA. CONT. TRACK @ T/WALL - ATTACH @ Zq" OG VISIT www.digsafelynewyork.com FOR ADDITIONAL
TO BOTTOM OF EXISTING Z-PURLINS W/(3) 12X4 TIMBER RIDGE BEAM (2) LAYERS PLYWOOD GONG. PIER BELOW
INFORMATION.
#10 SCREWS EA. PURLIND VERIFY)
BEAD BOARD (2kOARD PLYWOOD % OGf - FIEL 1/2" P.W. SHEATHING OVER \ SEE SECTION BOX BEAM AND METAL IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
SOFFIT UNDERSIDE OF AX(o TIMBER KING POST STUDS PER SECTION 2 OF THE NEW YORK STATE EDUCATION LAW
T 3/8" BEAD BOARD (PAGE DOWN' Ar EXISTING WALL FOR ANY PERSON, UNLESS ACTING UNDER THE
EXISTING OVERHANG S DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
EXISTING STEEL ROOF EXISTING STEEL ROOF - 3/8 BEAD BOARD I2 I I ENGINEER IS ALTERED, THE ALTERING ENGINEER
STRUCTURE STRUCTURE (Z-PURLINS, SOFFIT UNDERSIDE OF 8XG TIMBER BEAM SHALL AFFIX TO THE ITEM HIS SEAL AND THE
EXISTING OVERHANG BEYOND AT EXISTING WALL NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
FI 1 D VERIFY IX�} TRIM AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
n IL �
EXISTING EXTERIOR n (2) LAYERS 3/4" T&G PLYWD SHEATHING, (2) LAYERS 3/4 T&G PLYWD SHEATHING,
TYVEK, AND LAPPED FIBER CEMENT EXISTING EXTERIOR 1YVEK, AND LAPPED FIBER CEMENT ALIGN FACE WITH - 1/2" PLYWOOD OVER
WALL COMPOSITE SIDING AND TRIM WAS = - - 5" METAL STUDS ENGINEERED PLANS CONTAIN ENOUGH DETAILED
COMPOSITE SIDING AND TRIM PIER BELOW 3 5/ W/ INFORMATION TO CONSTRUCT A RESIDENTIAL LIGHT
S(,RATGH GOAT OR FRAMED SINGLE FAMILY DWELLING IN GENERAL
CEMENT BOARD. SEE CONFORMANCE WITH STATE AND LOCAL BUILDING
GAP BETWEEN 4"± GAP BETWEEN 2X(v FACIA— __. CODES. PLANS TYPICALLY INCLUDE BUILDING
EXISTING STRUCTURE CULTURED STONE ELEVATIONS, FLOOR PLANS WITH STRUCTURAL
u� EXISTING STRUCTURE S ONE PIER DETAIL DETAIL COMPONENTS, FOUNDATION PLAN AND DETAILS, AND
> AND NEW GURTAINWALL /oSWIB GOLD-FORMED AND NEW GURTAINWA__L (o5WO GOLD-FORMED 5X5 TIMBER BEAM BUILDING SECTIONS. ELECTRICAL, PLUMBING, AND
� VARIES GALV. METAL STUDS GALV. METAL STUDS 10±X4 TIMBER JAMB AROUND MECHANICAL SYSTEMS ARE NOT PART OF THESE
AT 2_4" O.C. AT ' 4" O.G. EACH 51PE EXISTING DOOR. ALIGN INSIDE EDGE PLANS AND SPECIFICATIONS AND IT'S RECOMMENDED
LL n Ih WITH EXISTING ALUM. DOOR FRAME CONTRACT.THESETHAT ITEMS
MSHOULD CONSULTNAYOUR LOCALBULDING
DIESIGN
PROFESSIONAL FOR EACH ITEM TO VERIFY THESE
_W ! 8 XG" TIMBER COLUMN
COMPONENTS ARE DESIGNED AND INSTALLED
SUN SPOT A" ', AT LOCATIONS SHOWN FUN SPOT METAL STUD BRIDGING PER ACCORDING TO THE APPLICABLE CODES AND
MANUFACTURER - SEE NOTES 5X/o TIMBER COL. AT EXISTING REGULATIONS.
CULTURED STONE VENEER OVER I/2"
WALL FADE EACH SIDE NOTE: DO NOT USE 0515 WALL ENGINEERS STAMP:
CEMENT BD, 1/2" PLYWOOD SHEATHING, SHEATHING IN PLACE OF PLYWOOD
n AND 3 5/8"' METAL STUD FRAME KRAFT FACED FIB. BATr INSULATION BEHIND ADHERED STONE LOCATIONS.
METAL STUD BOX- METAL STUD BOX- BETWEEN STUDS (R-13) PIER BEYOND WITH
ALL METHODS AND MATERIALS P� W Ry O
BEAM PIER TO PIER BEAM PIER TO PIER WITH VANUFA(,TURERS SPECIFICATIONS
IF TH AN� S ON III ARE NOT IN BLUE
WRAPPED IN RUBBER WRAPPED IN RUBBER 18 GA. CONT. TRACK @ �/WALL — ATTACH - — PRIOR TO START OF CONSTRUCTION. INK ET OF M A BE AN ILLEGAL a�
, TJP ,DOCU Y
MEMBRANE KRAFT FADED FIB. BAIT INSULATION TO B BM W OX /(3) #10 SC 2�}SCREWS @ "' OG 77=� � oDIFI � f � "
BETWEEN STUDS (R-I3) MEv1BRANE COPY THE o I PLANS. DOCUMENTS��
INSILAT-ION INSULATION EXISTING GRADE TURED STONE IN NOT C NOT BE
MORTAR SETTING BED US AI A B t DI PERM CONSTRUCTION.
IS ING GRADE ��
`..I EXISTING S.O-G. �� �� o ° 7 �� �•,�'
EXISTING S.O.G. �y �7 I/2'" THK. SGRATGH RAF st®N �
INSTALL CONTINUOUS GONGRETE r_� C� GOAT O. MORTAR OVER
GALV. 2.5 L DIAMOND
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I LATH OR 18 GA WOVEN
EXISTING FDN WALL - CONCRETE PER AT COLUMN EXISTING FDN WAIL WIRE MESH. (1/2" CEMENT BDREVISIONS
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WEATHER-RE515rIVE
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CANOPY SECTION PLYWOOD SHEATHING INDICATED 1 A/30/08 ISSUED FOR CONSTRUCTION
METAL 6TUP6 AT 2Z " O(, SCALE: AS NOTED
SECTION AT ff RONT (MALL COLUMN PIER SECTION AT ffRONT" WALL DATE: 3/28/08
N.r.S. SEE SECTION AT FRONT WALL N.Ts.
ffOR ADDITIONAL INFO. NOT SHOWN DRAWN BY: visioN
II II
ADHEPZP STONE VENEER DETAIL
MOT- USED II II
(" X 15 GA TRACK SECTION II ii NOT TO SCALE PROJECT:
DR11 AND EPDXY TIES TOP AND BOTTOM NOTES:
" N°i ES: KEI TH FERRARO
I EXISTING FDN WALL DRILL AND EPDXY TIES II II I. (,OVER PLYWOOD SURFACE WITH WEATHER-RE5I5TIVE BARRIER.
Nr f*------, IN. /" EMBEDMENT INTO EXISTING FDN WALL WELD OR SCREW TRACKS TO APPLY HORIZONTALLY WITH UPPER LAYERS LAPPED OVER LOWER FUN V SPOT
HEADER @ 12"' O(, EA. SIDE LAYERS NOT LESS THAN 2 INCHES. WHERE VERTICAL JOINTS OGGUR
", r MIN- G'" EMBEDMENT (TYP.) LAP NOT LESS THAN G INCHES.
#� CLOSED TIES @ Il O.G. 'I #� TIES @ 1/" O.G. 2. INSTALL GALVANIZED WIRE MESH USING GALVANIZED NAILS OR DRAWING TITLE
2 i STAPLES WHICH PENETRATE STUDS MINIMUM I INCH SPACED G
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• __• I ,! (A�) #� VERTICAL 2"� � {3) 125W1�} JOISTS INCHES ON CENTER VERTICALLY AND I(v INCHES ON CENTER FACADE ALTERATION
J NOTE: INSTALL T/PIER FLUSH L -----' i I ---(�) #�} VERTICAL (PIER TO PIER) HORIZONTALLY. LAP EDGES AND JOINTS MINIMUM I INCH. WRAP
WIRE MESH AT LEAST IG INCHES AROUND INSIDE AND OUTSIDE
W/ T/NEW 51PENALK NOTE: T/PIER FLUSH W/ -----_'J G" CORNERS.
EXISTING T/FDN WALL - 2'-d' NOTE: T/PIER FLUSH W/ 3. APPLY 1/2" THICK SGRAT(,H GOAT OF MORTAR ON WIRE MESH
INSIDE FAGS OF STUD LINT--
SET @ A" FROM FAGS OF EXISTING T/FDN WALL TYP 1 GAL SOX SEAM AND ALLOW TO SET
PRIOR TO INSTALLING CULTURED STONE. DRAWING N 0.
PIER DETAIL 3 EXISTING FDN. WALL P p NOTE: FILL BOX BEAM CAVITY W PREPARED, AND INSTAL._LED IN A06 DPANTEIN�ITHTOTONEHAU_N B�MIURTRS
PIER DETAIL 2 IER DETAIL I GATT INSULATION DURING FABRICATION SPECIFICATIONS.
5. INSTALL (,ANT STRIPS, GAPS, GUTTERS, FLASHING, AND ETC, AS REQUIRED WG
TO PREVENT WATER RUNNING OR 5PLA5HING ONTO FINISHED SURFACE. /-
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