BOTH-000422-2015 ZakTOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
PermitNumber: BOTH-000422-2015 Date Issued: Friday, October 28, 2016
This is to certify that work requested to be done as shown by Permit Number BOTH-000422-2015
has been completed.
Tax Map Number: 315.5-1-6
Location: 107 WEST MOUNTAIN RD
Owner: Alfred Pettit
Applicant: Alfred Pettit
This structure may be occupied as a:Detached garage 1100 s.f.
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the n
property owner of the responsibility for compliance with Site Plan, E{�/
Variance,or other issues and conditions as a result of approvals by the Director ofBuilding&Code Enfor ment
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
QL
1
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000422-2015 R)P W -��7t
Tax Map No: 315.5-1-6 REVISED
Permission is hereby granted to: Alfred Pettit
For property located at: 107 West WEST MOUNTAIN 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
Owner Name: Alfred Pettit Detached Garage $15,000.00
Owner Address: 107 West Mountain Rd Total Value $15,000.00
12804
Contractor or Builders Name/Address Electrical Inspection Agency
Plans&Specifications
Detached garage 1100 s.f.
PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 9,2015
(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 expira
tion date.)
Dated at the Town of Q eensbury 4esd97for
014
SIGNED BY: the Town of Queensbury.
Director of Building&Code Enforcement
ACCESSORY STRUCTURE APPLICATION Office Use OnlyReceived _
DATE _ OC� �/ �l r Tax Map ID
TAxMAP ID E31S• s-1-6 Permit No.
ZONING
MDR Permit Fee
Rec Fee
HisroRtc SirE _Yes _No Approvals
SUBDIVISION NAME Lot# _ L U 2
APPLICANT ,� OWNER S�'� U�nt -
ADDRESS l 0 W. /YICJu r'17 u-M 12e,r ADDRESS
by Woy
PHONE S7 P— 3 2> ,r— G 9 7S_ PHONE
CONTRACTOR StI Oc.JnR/ COST OF CONSTRUCTION(ES�TIMAMW: $
ADDRESS: BUILDING ADDRESS: /0/7 a M GlA-ti i u[�l rCt1G,(�
PHONE: p
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE / ! opG ff 7L pyONE 576P-33dP- f7S
TYPE OF CONSTRUCTION I�E a(ZA f �I/� �SX4r�� /ODR,SF G/oecdh�
" 7 r;! /5)M'0µ tllildS/Efb
Check all that apply Please Indicate measurements as required below �8 //Y c
Boathouse 1"floor sq.ft. 2nd floor sq.ft. Total sq.It. Height
Boathouse with Sundeck
Deck
Detached Garage(#of cars /100 - N q Rf
Dock
Pole Bam j" t36 rt/,✓6 U)2
Porch-open M a L f 7h L SI-I?trt Soil- %J
••Porch 3 season,Covered,Enclosed
Shed US/N6 Co MEPC C�,t c (C�ff/tC4Tl'29�J
Other Accessory Structure(s) CQrete T-
acwb v .
••Considered floor area&must comply with FAR(floor area ratio)requirements If located in the WR zone
DECLARATION: 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&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.
✓1 have read and agree to the above: Print Name: 4r(l > f Date: I0 6 /
Signature: Date: /0Z
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
ACCESSORY STRUCTURE APPLICATION (Requirements, Notes, Changes)
REQUIREMENTS'
1. Two(2)sets of the following documentation with the application and fee:
a) Plot plan drawn to scale with the use of a survey map, if possible(40 scale=40 feet)
b) Indicate proposed structure(s), showing setback dimensions from all surveyed property lines
c) Show location of all existing structure(s)on the property
d) Show location of water supply(well or water lines)
e) Show location and configuration of septic disposal system or sewer line.
2. Structural drawings to include: Floor plan; Foundation plan, Cross Sections, Elevations
3. Registered Architect or Engineer's stamp, signed&sealed for residential additions/alterations and any commercial
construction costs over$20,000
NOTES:
1. A permit must be obtained before beginning construction
2. This permit is for any structure other than residential principal structure (house) to include, but not limited to. garage,
shed, dock, deck, carport, pole barn, greenhouse, etc. Refer to Informational Brochure No. 3—Accessory Structures—
Sheds/Fences.
3. Changes to Plan—Any changes prior to or during construction will require submittal of amended plans (review and re-
approval are necessary)
4. Withdrawn Permits: 20%of the initial fee is retainable by the Town. No fee Is refundable after 1 year from initial application
date.
5. Additional review: All applications are subject to Zoning Administrator,Code Compliance and Structural Plan Review.
CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011(fNFORMA7I0NAL):
Residential Building Code
• New driveway requirements for structures located over 300 feet from main road
• Spray foams are allowed to be exposed in rim joist box only, must be covered by 15 minute thermal barrier all other areas;
• Protection against decay requirements
• Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing
over steps
• Vent stacks must be 18 inches minimum above roof for all structures
New Electrical Requirements
• Arc fault breakers required in all habitable spaces for receptacles
• GFI protection for all other receptacles in kitchens,bathrooms,garages and unfinished basements
• All receptacles must be tamper resistant
• Carbon Monoxide detectors must be located within 15 feet of sleeping areas;
• All corrugated stainless steel piping must be bonded to the common ground for electrical service
New Energy Code
• Blower door tests required by credential contractor or structure inspection by air barrier supplier and certified compliant
• Programmable thermostats required
• Lighting must be 50%energy saving light bulbs
• Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit
• ResCheck inspector's checklist must be available at time of insulation inspection
2
Town of Queensbury Building&Codes Accessory Structure Application July 2014
Q,) / 7
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: a pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initialt��
NAME: ea- � i + PERMIT#: l
LOCATION: D ! Gly 1`0—� 1 Ra INSPECT ON:
TYPE OF STRUCTURE:
e2 A j24P 5z-
Comments
Y N N/A
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 (p
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 12/18/2013 2:44:00 PM
-rU 65)-V
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Dep m/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial a�
NAME: 1 og 4 1 -P PERMIT#:
LOCATION: �� !� lJRol INSPECT ON: 72�
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing CZ4
for 48 hours following the placement 1 L
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 12/18/2013 2:44:00 PM
NOTICE
ER 111SU' Al-TION
' c
K vim. 7. BUILDING DEPARTMENT
MUST BE COVERED BY Based on oot limiter;examination,compliance MODEL: A25 - 14
with ou;cf-mments sham ,rpt be construed as
NON-COMBUS 1•IBLE BARRIER indica!i!.�„ ;tie plans anu specifications are in CUST. NAME: AL PETTIT
mn'
full cu ;jiance with the Building Codes of
New Yorl:State. ORDER NUMBER: 84713
pinG� CAP
(44'') POOP 5VAICK 2 3� ��� `' y'� GENERAL NOTES:
(121 19 J - PANNI. 2 NOTICE 58"RC 1 . NO LOADS OTHER THAN THOSE GIVEN
(79") V�P11CAL 5VAICAK 2 c..
FOAM III�SULATI 1° C3 UNDER "DESIGN DATA BELOW BE
COVEti.� � A 15) I"� �J IMPOSED ON THE "STRUCTURE"
M
'RIER 44„ 2. THE FOUNDATION ON THE DRAWING
RS IS A SUGGESTED SOLUTION ONLY.
CHANGES MAY BE NECESSARY DUE
z TO LOCAL BUILDING REGULATIONS.
z 3. THE FOUNDATION SHALL BE FOUNDED
ON NATURAL UNDISTURBED SOIL
CAPABLE OF SAFELY SUSTAINING
z �� _ 2000 PSF. AND AT LEAST 12 IN.
I h '� l
4BELOW FINISHED GRADE.
l . SLAB ON GRADE SHALL BE PLACED
Li ON SOIL CAPABLE OF SUSTAINING
Li � 500 PSF. WITHOUT APPROPRIATE
cn SETTLEMENT.
LU
w 5. BUILDING MUST BE GROUTED INTO
o TROUGH, INSIDE AND OUT TO
w I GO MAINTAIN STRUCTURAL INTERGRITY
S I D EWALL CLEARANCE DATA o DOOR CLEARANCE DATA EXCEPT WHEN USING WELDED BASE
to � PLATE CONNECTORS.
z I 6. CROSS TIES MUST BE INCASED IN
CONCRETE WHEN CONCRETE SLAB IS
LOI OI NOT USED 24 1/2"
- ARCH DATA:
^� \ o o 0 0 n DESIGN DATA:
N O n O 00 d O r1- STEEL GAGE: 18 t 2„
O I I I I I I I I I I I I ILO 50 KSI MIN. YIELD
I I I o 0 N N I r� n N N N o o I ^ I I GALVALUME SHEET STEEL
U-) r- rn `- 1 °� LIVE LOAD: 100 PSF
_ 3-SECOND WIND SPEED: 150 MPH
MATERIALS:
L11 2' 3' 4' 5' 6' 7' 8' 1 ' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11 ' 1. CONCRETE STRENGTH AT 28 DAYS
TO BE 2500 PSI
2. REINFORCING STEEL TO BE
11%4" DEFORMED BARS. GRADE 60
3. ALL MATERIALS SHALL CONFORM TO
25'-0" OUT/OUT STEEL DIMENSION THE APPROPRIATE ASTM
SPECIFICATIONS.
C;,; �� ��'4 ARCH PROFILE
>..
f� �f(([{:� "-i ELS'tui ��-*±.'•cam
ONE ENDWALL SOLID & ONE ENDWALL
WITH AN OPENING OR OVERHEAD DOOR
}'_- SCALE: NTS SHEET: 1 OF 7
ATTENTION: MODEL: A25® 14
The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for CUST. NAME: AL PETTIT
your particular area and or application. Retain a registered professional engineer to design a foundation which
meets local by—laws and frost level depth requirements (if applicable), is adequate for soil conditions on the ORDER NUMBER: 84713
site, and conforms to the intended use of the building. The engineer should also be retained to inspect SEE SHEET 5 FOR ARCH CONNECTOR
construction to ensure that the foundation is being built in conformity with his design. If the design engineer BASEPLATE LAYOUT
requires, retain a soils engineering specialist to report on soil conditions and soil compaction values.
LIBERALLY APPLY CAULKING AROUND
4' 572" ANCHOR BOLT BEFORE TIGHTENING
12Y4" - 12Ya" 12Ya" 12Y4" 12Y4" - 12Y4" 12Y" 12Y" 12Ya" 12Y" 12Ya" 12Ya" ARCH CONNECTOR CLIP
ARCH
CONNECTOR
i+ + iI + it +S I D EWALL+ I. + iI + + o I
I II
I LIBERALLY APPLY 2 CONTINUOUS 11 FI
+ II+ II+ + II +II + II io BEADS OF CAULKING UNDERNEATH II II
L---------------N-----------II--------- ---------ll----------�I--------------- II BASEPLATE INSIDE EACH ROW OF II
II II jj jj II ANCHOR BOLTS 4
II II II . II ; CAULKING UNDER ARCH CONNECTORS
AND ANCHOR BOLT HOLES
I
I II II II II I �
II II CONCRETE jj II I 0
I II II ENCASEMENTS II II I
LO
J II II II II I ARCH CONNECTOR CLIP
I Il II II II I z
irn I I I I I I I I I
N
T
II WITHOUT II II I z = BASE SEAL PLATE TO BE •
II FLOOR I W m (, INSTALLED AT EVERY ARCH
CONNECTOR SEAM
p _ _ _ CENTERLINE _ - _ I m LO O ARCH CONNECTOR SEAM '
N0. 6 TIE BARS ® 8'-0" MAX. — — N0. 6 TIE BARS ® 8'-0" MAX. �-12' -� o ARCH CONNECTOR
L FOUNDATION I N W Q z
O �� i Z o e I = ARCH CONNECTOR
FLOOR I I o II <r ~ INSTALL ARCH CONNECTOR CLIPS ON
z I �L��[:
1 I \� z 4' EVERY OUTER ROW ANCHOR BOLT
w Il WIRE MESH I n6" X 6" BY NO. 6/6 I O II Q LIBERALLY APPLY CAULKING TO EVERY
I II II 11 ENDWALL CONNECTORS TO BE FIELD II BASEPLATE SEAM, AND 2" TO EACH SIDE
DRILLED AND ANCHORED WITH Yz" X 33/4" I II (, OF SEAM BEFORE ANCHORING ARCH
I ARCH CONNECTOR ANCHORS II II ANCHOR BOLTS 2&" FROM THE EDGE OF \II I W CONNECTORS AND BASE SEAL PLATES
I Yz" DIA. X 12" J-BOLT ANCHORS IF WET SET II FOUNDATION AFTER BUILDING IS ERECTED II
Yz" DIA: X 5%4" ANCHOR BOLTS IF INSTALLING U1, INSTALLING BASE SEAL PLATES AND
IN FINISHED CONCRETE I u �u u ;; ARCH CONNECTOR CLIPS
I
I- ---------------------------------- ----------------------------------- I
+ + + + + + �O
ALLED EVERY
J + + + + + + + o ARCH CONNECTOR CLIPS
S I D EWAL L TOBE
ON INSTOUTS DE ROW
OF ANCHOR BOLTS
[124" 12Y4 12Ya" 1214" 12Ya" 12Ya" 12Y4" 12Y4" 12Y4" 12Y4" 12Y4 12Y4 4"I—
IIIIIIII •
5Yz" 4" 12°
(21)ARCHES, DIMENSION "L" = 43'-9 1/2" III- ' ARCH CONNECTOR
II—III
III—
II;.III Y2" DIA. ANCHOR BOLT
8'-0" 8'-0" 8'-0" 8'-0" o BASE SEAL PLATE
10 GA. WIRE OR LESS OR LESS OR LESS OR LESS o a o
4 - NO. 4 BARS FLOOR WIRE MESH ON COMMERCIAL ARCH CONNECTOR
4 - NO. 5 BARS FLOOR 0ASSEMBLED AND READY FOR ARCHES
I` TOP OF
STRIPPED
:._.. _...;:.; :...; . .:. oo ... ..:.. `.::''• ., . GRADE
�=ISI—d I 1=,,,-III= COMMERCIAL BASE CONNECTOR
6 MIL POLYETHYLENE MOISTURE BARRIER
IIII"` 3YI I IIiII iI II iI
16" 12" 4" CRUSHED STONE OR WATER-WASHED . 16' I
GENERAL ARRANGEMENT
GRAVEL (112" TOP SIZE) 7"
4" CLEAN GRANULAR COMPACTED FILL
NO. 6 TIE BARS CONCRETE ONE ENDWALL SOLID & ONE ENDWALL
ENCASEMENT WITH AN OPENING OR OVERHEAD DOOR
SECTION THROUGH LENGTH FOUNDATION — 2500 PSI STRENGTH
SCALE: NTS SHEET: 2 OF 7
MODEL: A25 - 1 -4
CUST. NAME: AL PETTIT
ORDER NUMBER: 84713
i
i
�i
O�
R
E ,
�I�PTE�
PPPRo
COMMERCIAL BASE CONNECTOR
WOODEN FORM ARRANGEMENT
NOTES: REINFORCING STEEL NOT WITHOUT FLOOR FORM DETAIL ONE ENDWALL SOLID & ONE ENDWALL
SHOWN. REFER TO SHEET #4. WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS I SHEET: 3 OF 7
4 - N0. 4 BARSY2 I — z1 2 BACKING PATCH MODEL: A2J - 1 4
1
4 _ N0. 5 BARS NOTE. For tie bar without CUST. NAME: AL PETTIT
@ 3'-8" O/C floor, cut inside form ORDER NUMBER: 84713
4 — 10 GA. WIRE i j board, insert tie bar, then
HIGH CHAIRS - I fasten a backing patch. / \
I I-III-I I-I I-;� I I-III-III- / \ \ TIE BAR
ii (WITHOUT FLOOR)
ENDWALL DETAIL /
1Y2» N WITHOUT FLOOR)
4 - N0. 4 BARS
4 - N0. 5 BARS -- ----------- �1
@ 3'-8" 0/C
4 - 10 GA. WIRE
HIGH CHAIRS
111111 -=d I 1E1
ENDWALL DETAIL
WITH FLOOR)
TI E BAR
(WITH FLOOR)
/
r
\ 2 - N � 2
4 - N0. 5 BARS ----�-- I
IIS 2' / / S
MIN. � 1 � @ 3'-8" 0/C
111\I LAP SND \ 4 - 10 GA. WIRE
11� HIGH CHAIRS
FASTEN SECURELY = =No. 6 BARS
1 ffir-EI ]
- -@8 -0 0/C
WITH WRENCH 116, I I=II ';�I I I-1I I-1 I I-
SIDEWALL DETAIL (WITHOUT FLOOR)
REBAR TABLE
ISI 11 BAR NO. DIAMETER MIN. LAP
U—BOLT �I11� NO. 3 3/8" MIN (10M) 1 '-0"
I�I111\li — 2„ N NO. 4 /2" MIN (15M) 1 ,-4„
I 4 N0. 4 BARS -__L__-__-__-___ 3 „
4 - N0. 5 BARS - NO. 6 /4 MIN (20M) 2'-0"
@ 3'-8" 0/C
NOTE: 4 — 10 GA. WIRE j j COMMERCIAL BASE CONNECTOR
HIGH CHAIRS N0. 6 BARS
Use two U—bolts per splice. Encase tie bars and = _@8'-0" O/C STEEL REINFORCEMENTS
U—bolts in concrete as shown on Sheet 2. — —�� _ _ _— I I—I
— � 1= _ -I I = I = ONE ENDWALL SOLID & ONE ENDWALL
I"'III—'— ' "' ' '—' ' — ' ' WITH AN OPENING OR OVERHEAD DOOR
TIE BAR SPLICING DETAIL SIDEWALL DETAIL (WITH FLOOR
SCALE: NTS I SHEET: 4 OF 7
QTY. (4) - 122%2 BOTTOM OF FIRST ARCH FIRST ARCH O D E L o A25 - 1 4
SECTIONS CLIP CONNECTOR I tl l
CUST. NAME: AL PETTIT
HALF WING - ORDER NUMBER: 84713
133/4" 133/4 ARCH PANEL
SECTION SECTION 1 HALF WING 2 BOLTS
SELF DRILLING
SCREW
1. ATTACH HALF WING WITH 4 BOLTS TO 2. STAND THE FIRST ARCH AND ATTACH THE
QTY. (4) - 12 2/2 CONNECTOR WITH 2 BOLTS. THE
THE INSIDE BOTTOM OF THE FIRST ARCH HALF ARCH IRTOEHALF
WING SHOULD BE
SECTIONS ARCH CONNECTOR TO IPHE OUTSIDE OF THE Y2 DIA.
ANCHOR BOLT
FIRST ARCH
SECOND ARCH 1
FULL WING FIRST ARCH
3 3 •
13/4 13/4 • • • • • ARCH CONNECTOR ARCH CONNECTOR
SECTION SECTION • ' ' ' C
. ' ARCH WING
ARCH CONNECTOR BASEPLATE LAYOUT
6 BOLTS 8 BOLTS CLIP WING ASSEMBLY DETAIL
3. INSERT FULL WING BEHIND THE FIRST ARCH 4. STAND THE SECOND ARCH AND ALIGN ON TOP OF FIRST CURVED ANGLE NOT SHOWN FOR CLARITY
LONGEST ENDWALL CONNECTORS AND OUTSIDE OF THE ARCH CONNECTOR CLIP AND ARCH AND ATTACH WITH 8 BOLTS. REPEAT PROCESS UNTIL
MEET AT CENTER OF ENDWALL ATTACH WITH 6 BOLTS. THE ENTIRE BUILDING IS ERECTED. AFTER ALL ARCHES ARE
ERECTED, SCREW EVERY WING TO AN ARCH CONNECTOR CLIP
1" FROM THE BOTTOM OF THE CLIP AS SHOWN IN THE CLIP
WING ASSEMBLY DETAIL.
HALF ANCHOR BOLT HOLE COMMERCIAL ARCH CONNECTOR ASSEMBLY
CENTERLINE OF ENDWALL 4ENDWALL HALF ANCHOR BOLT HOLEENDWALL CONNECTOR � DOOR OPENING END
OF ENDWALL CONNECTOR
BASE SEAL PLATELIBERALLY APPLY CAULKING TO ALL 2 PANELS MEETINGENDWALL CONNECTOR SEAMS AT CENTERLINE \ ONE ENDWALL PANELCENTERLINE OF ENDWALL CENTERLINE OF ENDWALLAT CENTERLINECENTERLINE OF ENDWALLDRILL � HOLE
PANELS AND BOLT TO EXISTING ENDWALL PANEL WILL EXTEND
DRILL %" HOLES IN ENDWALL PANELS AND HOLES IN THE ENDWALL 132" PAST THE END OF THE
DRILL 3/8" HOLES IN ENDWALL PANELS AND BOLT TO EXISTING HOLES IN THE ENDWALL CONNECTOR EVERY 12" ENDWALL CONNECTOR
BOLT TO EXISTING HOLES IN THE ENDWALL CONNECTOR EVERY 12"
ANCHOR BASE SEAL PLATE CONNECTOR EVERY 12" OPEN ENDWALL CONNECTOR NOTES:
ON TOP OF EVERY ENDWALL 1. ENDWALLS WITH OPENINGS SHOULD START WITH THE HALF ANCHOR HOLE
e CONNECTOR SEAM IN THE ENDWALL CONNECTOR TOWARDS THE DOOR OPENING AS SHOWN ABOVE.
TWO PANELS AT CENTER ONE PANEL AT CENTER 2, THE ANCHOR BOLTS SHOULD CONTINUE AT 24" CENTERS OUTWARD.
e
OF ENDWALL OF ENDWALL 3. ATTACH PANELS AT 12" CENTERS TO THE HOLES IN THE ENDWALL CONNECTOR.
OPEN ENDWALL CONNECTOR
INSTALLING SOLID ENDWALL CONNECTORS NOTES: ATTACHING SOLID ENDWALL PANELS TO ENDWALL CONNECTOR NOTES:
1. USE 3Yi" DIA. ANCHOR BOLTS X 3 3/4" (OR LONGER) FOR EVERY ENDWALL CONNECTOR ANCHOR 1. AFTER ENDWALL CONNECTORS ARE ANCHORED, THE ENDWALL PANELS SHOULD BE ATTACHED
BOLT HOLE. TO THE ENDWALL CONNECTORS STARTING AT THE CENTER FIRST AND THEN WORK OUTWARDS.
2. CAULKING SHOULD BE APPLIED LIBERALLY UNDER THE ENDWALL CONNECTOR, AROUND 2. THERE WILL BE EITHER ONE PANEL CENTERED ON THE ENDWALL OR 2 PANELS MEETING AT COMMERCIAL BASE CONNECTOR
EVERY ANCHOR HOLE, AND AT THE ENDWALL CONNECTOR SEAMS UNDER ANY BASE SEAL PLATES. THE CENTER OF THE ENDWALL AS SHOWN ABOVE. SEE SHEET 5 OR 6 FOR THE CONFIGURATION
3. FOR SOLID ENDWALLS, THE COMMERCIAL ENDWALL CONNECTORS SHOULD BE INSTALLED STARTING OF THE ENDWALL PANELS.
FROM THE CENTER OF THE ENDWALL. THE LONGEST ENDWALL CONNECTOR SECTIONS WILL MEET DETAILS
AT THE CENTER WITH THE HALF ANCHOR BOLT HOLES MEETING AS SHOWN ABOVE. REMAINING
ENDWALL CONNECTOR SECTIONS SHOULD BE ANCHORED SO THAT THE ANCHOR BOLT PATTERN
CONTINUES EVERY 24" FOR THE ENTIRE LENGTH OF ENDWALL. ONE ENDWALL SOLID & 0 N E ENDWALL
SOLID ENDWALL CONNECTOR AND BASE SEAL PLATE ASSEMBLY WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS I SHEET: 5 OF 7
MODEL: A25 - 1 4
CUST. NAME: AL PETTIT
ORDER NUMBER: 84713
A25-14 SOLID
PANEL ## LENGTH
SW1-SW2 174
SW3-SW4 169
SW5-SW6 160
SW7-SW8 152
SW9-SW10 137
SW11-SW12 111
SW13-SW14 35
0
I
d-
07 f-- Lo ro N 't Qo 00 N
I I I I I I I I I I I I I I
Cf) cncn cn I cn cn I cn I cn I cn I cn (n I cn cn cn
25-0"
WALL DETAILS
ONE ENDWALL SOLID & ONE ENDWALL
WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS SHEET: 6 OF 7
WODEEa A2 - 14
CUST. NAME: AL PETTIT
ORDER NUMBER: 84713
A25-14
10'H X 10'W OPENING
PANEL # LENGTH
OWI-OW2 156
OW3-OW4 146
OW5-OW6 126
OW7-OW8 88
ABOVE OPENING PANELS
OW 9 54
o OW 10-OW 11 53
I I rn I I OW 12-OW 13 45
/0" O 0 O O O
I
0
i 0
0 I
Lo ro I N d- co
10,
0 1 0 1 o 1 i 1 o 1 0 1 0 1 0
9,-g„
25-0"
WALL DETAILS
ONE ENDWALL SOLID & ONE ENDWALL
WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS I SHEET: 7 OF 7