HomeMy WebLinkAboutU3-68-0706 B
~
OJHKOJH
City of Oshkosh
Division of Inspection Services
215 Church Avenue
PO Box 1130
Oshkosh WI 54903-1130
www.ci.oshkosh.wi.us
ON THE WATER
July 31,2006
Chet Wesenberg
Chet Wesenberg Architect LLC
3162 Hayward Ave
Oshkosh, WI 54904
Thomas Rusch
Jackson Street Development
3807 Highway 21
Oshkosh, WI 54904
Site: Plan Number: U3-68-0706-R
Choice Bank
2201 Jackson St
Oshkosh WI 54901
For:
Description: New building - Revised Plans Dated 7/17/06
Object Type: Building only
Class of Construction: VB - 3087 Sq Ft.; Unsprinklered
Occupancy: B: Business
Maximum No of Occupants: 30
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and
Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defIned in Chapter
101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements
Key Item(s) / Conditions:
ill ANSI 404.2.4 Maneuvering Clearance at Doors. Minimum maneuvering clearance at doors shall
comply with Sections 404.2.4.1 through 404.2.4.7. Table 404.2.4.1 required min 12 inches on latch side
of front approach on push side of door. Door No. 114C does not appear to have the required clearance
on the latch side ifcentered in corridor as shown. Provide the required clearance to meet code
requirements. Door has been o./ft'et to provide clearance
. ANSI 502.3 Access Aisle Parking access aisles shall be part of the accessible route to the building or
facility entrance and shall comply with section 402 (Accessible Route) . VerifY that a code compliant
accessible route is provided from accessible parking spaces to the building entrance.
. ANSI 707 Automatic Teller Machines (ATMs) Automatic teller machines and fare machines that are
required to be accessible shall comply with Section 707.
. IBC 716.2.3 Connections between horizontal and vertical spaces. Fireblocking per IBC 716.2.1 shall
be provided at interconnections between concealed vertical stud wall or partition spaces and concealed
horizontal spaces created by an assembly of floor joists or trusses, and between concealed vertical and
horizontal spaces such as occur at soffits, drop ceilings, cove ceilings and similar locations. Plans do not
show fireblocking or full height gypsum wall board on walls. VerifY compliance with this code section
Fire blocking is now shown in various cross sections.
H:",briann'2006 ('omm. Phm
:20:1 Jack~dn 81 Bldg On\.doc
Page 1 of4
. IBC 906.1 / IFC 906.3 The maximum travel distance allowed to a fire extinguisher is 75 feet.
. IBC 1003.2.10 Exit signs are required to be installed per this section
· IBC 1003.2.11 Means of egress illumination is required to be installed per this section. Provide complete
emergency lighting plan showing compliance with these requirements prior to installation of
emergency lighting system. Emergency illumination is required for all paths of egress including at the
exterior of entrances and exits.
. IBC 1209.1 Provide toilet room floors with smooth, hard, nonabsorbent surface extending minimum 6
inches up onto walls.
. COMM 62.1109 (12) Where counters are provided for sales or distribution of goods or services, at least
one of each type provided shall be accessible.
~ IBC 1405.3.2 Masonry. Flashing and weepholes shall be located in the first course of masonry above
finished ground level above the foundation wall or slab, and other points of support, including structural
floors, shelf angles and lintels where anchored veneers are designed in accordance with Section 1405.5.
Plans do not show any weepholes or flashing detail for the base of brick veneer walls, verify compliance
with these code requirements. Flashing and }veephole now included on cross section.
11> IBe 2104.1.8 Weep holes. Weep holes provided in the outside wythe of masonry walls shall be at a
maximum spacing of33 inches (838 mm) on center. Weep holes shall not be less than 3/16 inch (4.8 mm)
in diameter. Revised plan Section F shows weephole 4ft o.c -Max ",pacing is 33 - inches.
\II IBC 2208.1 [Comm 62.2208] Welding. The details of design, workmanship and technique for welding,
inspection of welding, and qualification of welding operators shall conform to the requirements of the
specifications listed in Sections 2204,2205,2206 and 2207. On drawing no. A3.l detail # 1 and # 2 the
required information as to weld requirements for plate and angle connections to column are not
detailed. Details shown on page 6 of structural calculations need to be added to construction drawings,
so the required connections are built as required by structural Revi.'iedplan Column 5 detail sheet A3.J
still missing !lote that continuous weld required at ~;,;. >.' plate. Ver!fy that welds are as required by
structural plans.
. Comm 5.34 No person may perform structural welding unless the person holds a registration issued by
Department of Commerce. Provide welders registration numbers for all people doing welding on this
project.
III 2304.9 Connections and fasteners. 2304.9.1 Fastener requirements. Connections for wood members shall
be designed in accordance with the appropriate methodology in Section 2301.2. No details are shown on
sheet A1.l detail No.7 for ledger board connection - verify that adequate fasteners are properly
installed. Additional il~f(mnation provided in revised plans on sheet Al.3 R()~fFraming Noles.
\'II IBC 2304.9.5 Fasteners in preservative-treated and fire-retard ant-treated wood. Fasteners for
preservative-treated and fire-retardant-treated wood shall be of hot-dipped zinc coated galvanized steel,
stainless steel, silicon bronze or copper. No additional notes Oll revisedplans.
II~"'briann'20U6 (..orr~rn
Review\U3-6S-0706-H 22(H Jads<.,,' s: Thig On.!y.doc
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. IBC 2406.2 Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed
edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where
the bottom exposed edge of the glazing is less than 60 inches above the walking surface is requires safety
glazing materials. The windows in the branch managers office, and vestibule will need to be glazed
with safety glazing materials.
~ IBC 2603.4 Thermal barrier. Except as provided for in Sections 2603.4.1 and 2603.7, foam plastic shall
be separated from the interior of a building by an approved thermal barrier of 0.5-inch (12.7 mm) gypsum
wallboard or equivalent thermal barrier material that will limit the average temperature rise of the
unexposed surface to not more than 2500F (120oC) after 15 minutes offire exposure, complying with the
standard time-temperature curve of ASTM E 119. The thermal barrier shall be installed in such a manner
that it will remain in place for 15 minutes based on FM 4880, UL 1040 or UL 1715. Combustible
concealed spaces shall comply with Section 716. Plans do not specify roofing assembly, provide roofing
assembly information showing compliance with this section. Revised plans do not include any
additional iJ~fbrmatioll, vertfj; compliance with requirements' of exception 2603.4.1.5, as wood decking
being used may quan(yfor this exception ifjlroperly installed.
it IECC 802.2.7 Slabs on grade. The minimum thermal resistance (R-value) of the insulation around the
perimeter of the slab floor shall be as specified in Table 802.2(1), 802.2(2), 802.2(3) or 802.2(4). The
insulation shall be placed on the outside of the foundation or on the inside ofa foundation wall. The
insulation shall extend downward from the top of the slab for a minimum of 48 inches (1219 mm) or
downward to at least the bottom of the slab and then horizontally to the interior or exterior for a minimum
total distance of 48 inches (1219 mm). Provide a thermal break at slab edge between stoop section shown
on detail 1 of sheet A1.l. Revised plans shmv thermal break
. Comm 61.30(3) This review does not include Truss components. Submit, prior to installation one set
of properly signed and sealed truss plans, and completed SBD-118 application form with required fee.
. Comm 61.30(3) / IMC 507.2 This plan review does not include heating, ventilation, or air
conditioning. HV AC plans are required to be submitted and approved prior to installation ofHV AC
equipment. Be aware that mc 1004.3.2.4 contains additional restriction for air movement in corridors
. Comm 61.31(4) Revisions to approved plans. All proposed revisions and modifications which involve
rules under this code and which are made to construction documents that have previously been granted
approval by the department or its authorized representative, shall be submitted to the office that granted the
approval. All revisions and modifications to plans shall be approved in writing by the department or its
authorized representative prior to the work involved in the revision or modification being carried out. A
revision or modification to a plan, drawing or specification shall be signed and sealed in accordance with
Comm 61.31(1).
. Comm 61.50 (4) Supervision. Prior to the initial occupancy of an alteration the supervising professional
shall file a compliance statement form SBD-9720 with this office.
<!IJ> MUN 30-35 (1)(5) All rooftop and ground level mechanical equipment and utilities shall be fully screened
from view of any street or residential zoning district. Contact David Buck - Associate planner (920) 236-
5062 for additional information on screening requirements. All screening shall be properly anchored in
place to resist wind loads. Additionally mc 1608.8 Roofprojections - Drift loads due to mechanical
equipment, penthouses, parapets and other projections above the roof shall be determined in accordance
with Section 7.8 of ASCE 7. Revised plans on~i' note screening is required - no details' provided. No
HVACpermits will be issued until a screeniflg plan has been approved..
I !.:\bri<lmi'.:O()(i Cumm Pl;:n R(~vie\\'J;3-6x-1)706-R ::20'1 Jackson $: ihig Only doc
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A copy of the approved plans, specifications, and this letter shall be on-site during construction. All permits are required to
be obtained prior to conunencement of work.
In granting this approval the City of Oshkosh Inspection Services Department reserves the right to require changes or
additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this
review shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the number listed below or the address on this letterhead.
~
Building Systems Consultant
(920) 236-5051 Monday - Friday 7:30 A.M. to 8:30 A.M and 12:30 A.M to 1 :30 P.M.
bnoe@ci.oshkosh.wi.us
cc: Property file
Fee Required $ 0.00
Fee Received $ 0.00
Balance Due $ 0.00
!'''in Re,'iew\U3.6$-()706-I~ n01 Jacks"m St I;\115 Only. doc
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~
OJHKOJH
City of Oshkosh
Division of Inspection Services
215 Church Avenue
PO Box 1130
Oshkosh WI 54903-1130
www.ci.oshkosh.wLus
ON THE WATER
July 6, 2006
Chet Wesenberg
Chet Wesenberg Architect LLC
3162 Hayward Ave
Oshkosh, WI 54904
Thomas Rusch
Jackson Street Development
3807 Highway 21
Oshkosh, WI 54904
Site: Plan Number: V3-68-0706
Choice Bank
220 1 Jackson St
Oshkosh WI 54901
For:
Description: New building
Object Type: Building only
Class of Construction: VB - 3087 Sq Ft.; VnsprinkIered
Occupancy: B: Business
Maximum No of Occupants: 30
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and
Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in Chapter
101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements
Key Item(s) / Conditions:
· ANSI 404.2.4 Maneuvering Clearance at Doors. Minimum maneuvering clearance at doors shall
comply with Sections 404.2.4.1 through 404.2.4.7. Table 404.2.4.1 required min 12 inches on latch side
of front approach on push side of door. Door No. 114 Cdoes not appear to have the required clearance
on the latch side if centered in corridor as shown. Provide the required clearance to meet code
requirements.
· ANSI 502.3 Access Aisle Parking access aisles shall be part of the accessible route to the building or
facility entrance and shall comply with section 402 (Accessible Route) . Verify that a code compliant
accessible route is provided from accessible parking spaces to the building entrance.
· ANSI 707 Automatic Teller Machines (ATMs) Automatic teller machines and fare machines that are
required to be accessible shall comply with Section 707.
· IBC 716.2.3 Connections between horizontal and vertical spaces. Fireblocking per IBC 716.2.1 shall
be provided at interconnections between concealed vertical stud wall or partition spaces and concealed
horizontal spaces created by an assembly of floor joists or trusses, and between concealed vertical and
horizontal spaces such as occur at soffits, drop ceilings, cove ceilings and similar locations. Plans do not
show fireblocking or full height gypsum wall board on walls. Verify compliance with this code section
H:\bri,um\20(J(i Comm Plan Review\U3-6X-0706 2201 JaGkson 51 Bklg: Only.doG
Page 1 of4
· mc 906.1/ IFC 906.3 The maximum travel distance allowed to a fire extinguisher is 75 feet.
· mc 1003.2.10 Exit signs are required to be installed per this section
· mc 1003.2.11 Means of egress illumination is required to be installed per this section. Provide complete
emergency lighting plan showing compliance with these requirements prior to installation of
emergency lighting system. Emergency illumination is required for all paths of egress including at the
exterior of entrances and exits.
· IBC 1209.1 Provide toilet room floors with smooth, hard, nonabsorbent surface extending minimum 6
inches up onto walls.
· COMM 62.1109 (12) Where counters are provided for sales or distribution of goods or services, at least
one of each type provided shall be accessible.
· mc 1405.3.2 Masonry. Flashing and weepholes shall be located in the first course of masonry above
finished ground level above the foundation wall or slab, and other points of support, including structural
floors, shelf angles and lintels where anchored veneers are designed in accordance with Section 1405.5.
Plans do not show any weepholes or flashing detail for the base of brick veneer walls, verify compliance
with these code requirements.
· mc 21 04.1.8 Weep holes. Weep holes provided in the outside wythe of masonry walls shall be at a
maximum spacing of33 inches (838 mm) on center. Weep holes shall not be less than 3/16 inch (4.8 mm)
in diameter.
· mc 2208.1 [Comm 62.2208] Welding. The details of design, workmanship and technique for welding,
inspection of welding, and qualification of welding operators shall conform to the requirements of the
specifications listed in Sections 2204,2205,2206 and 2207. On drawing no. A3.l detail # 1 and # 2 the
required information as to weld requirements for plate and angle connections to column are not
detailed. Details shown on page 6 of structural calculations need to be added to construction drawings,
so the required connections are built as required by structural design
· Comm 5.34 No person may perform structural welding unless the person holds a registration issued by
Department of Commerce. Provide welders registration numbers for all people doing welding on this
project.
· 2304.9 Connections and fasteners. 2304.9.1 Fastener requirements. Connections for wood members shall
be designed in accordance with the appropriate methodology in Section 2301.2. No details are shown on
sheet A1.l detail No. 7 for ledger board connection - verify that adequate fasteners are properly
installed.
· mc 2304.9.5 Fasteners in preservative-treated and f'rre-retardant-treated wood. Fasteners for
preservative-treated and fire-retardant-treated wood shall be of hot-dipped zinc coated galvanized steel,
stainless steel, silicon bronze or copper.
· mc 2406..2 Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed
edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where
the bottom exposed edge of the glazing is less than 60 inches above the walking surface is requires safety
glazing materials. The windows in the branch managers office, and vestibule will need to be glazed
with safety glazing materials.
II:\briann\2()(J(i (:omm Plan Review\U3-68-0706 2201 Jackson 51 Bidg Only.doc
Page 2 of 4
· mc 2603.4 Thermal barrier. Except as provided for in Sections 2603.4.1 and 2603.7, foam plastic shall
be separated from the interior of a building by an approved thermal barrier of 0.5-inch (12.7 mm) gypsum
wallboard or equivalent thermal barrier material that will limit the average temperature rise of the
unexposed surface to not more than 2500P (1200C) after 15 minutes of fire exposure, complying with the
standard time-temperature curve of ASTM E 119. The thermal barrier shall be installed in such a manner
that it will remain in place for 15 minutes based on PM 4880, UL 1040 or UL 1715. Combustible
concealed spaces shall comply with Section 716. Plans do not specify roofing assembly, provide roofing
assembly information showing compliance with this section.
· IECC 802.2.7 Slabs on grade. The minimum thermal resistance (R-value) of the insulation around the
perimeter of the slab floor shall be as specified in Table 802.2(1), 802.2(2), 802.2(3) or 802.2(4). The
insulation shall be placed on the outside of the foundation or on the inside of a foundation wall. The
insulation shall extend downward from the top of the slab for a minimum of 48 inches (1219 mm) or
downward to at least the bottom of the slab and then horizontally to the interior or exterior for a minimum
total distance of 48 inches (1219 mm). Provide a thermal break at slab edge between stoop section shown
on detaill of sheet A1.l.
· Comm 61.30(3) This review does not include Truss components. Submit, prior to installation one set
of properly signed and sealed truss plans, and completed SBD-118 application form with required fee.
.. Comm 61.30(3) IIMC 507.2 This plan review does not include heating, ventilation, or air
conditioning. HV AC plans are required to be submitted and approved prior to installation of HV AC
equipment. Be aware that mc 1004.3.2.4 contains additional restriction for air movement in corridors
· Comm 61.31(4) Revisions to approved plans. All proposed revisions and modifications which involve
rules under this code and which are made to construction documents that have previously been granted
approval by the department or its authorized representative, shall be submitted to the office that granted the
approval. All revisions and modifications to plans shall be approved in writing by the department or its
authorized representative prior to the work involved in the revision or modification being carried out. A
revision or modification to a plan, drawing or specification shall be signed and sealed in accordance with
Corom 61.31(1).
· Comm 61.50 (4) Supervision. Prior to the initial occupancy of an alteration the supervising professional
shall file a compliance statement form SBD-9720 with this office.
· MUN 30-35 (1)(5) All roof top and ground level mechanical equipment and utilities shall be fully screened
from view of any street or residential zoning district. Contact David Buck - Associate planner (920) 236-
5062 for additional information on screening requirements. All screening shall be properly anchored in
place to resist wind loads. Additionally mc 1608.8 Roofprojections - Drift loads due to mechanical
equipment, penthouses, parapets and other projections above the roof shall be determined in accordance
with Section 7.8 of ASCE 7.
A copy of the approved plans, specifications, and this letter shall be on-site during construction. All permits are required to
be obtained prior to commencement of work.
Fl:\bri,um'2006 Coram Plan Review\lJ3-6g-0706 2201 Jackson 3i Dldg Only.doc
Page 3 of 4
In granting this approval the City of Oshkosh Inspection Services Department reserves the right to require changes or
additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this
review shall relieve the designer of the responsibility for designing a safe building, structure, or component.
2 this oorrespondence may be made to me at the nnmb<>c &ted below 0' the addre" on this lett",head.
Brian Noe
Building Systems Consultant
(920) 236-5051 Monday - Friday 7:30 AM. to 8:30 AM and 12:30 AM to 1:30 P.M.
bnoe@ci.oshkosh.wi.us "
cc: Property file
Fee Required $
Fee Received $
Balance Due $
390.00
390.00
0.00
H:\b1'1wm\200(i (>ml1l1 Plan.Rev1ew\U3-68-0706 2201 Jackson 5t Bklg Only. doc
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