9-10- Plans- PAR129711 Holladay Lions Recreation Center Roof Replacement.pdf
PDF 12 MB Posted
- Solicitation number
- SLCo PAR129711 Holladay Lions Recreation Center Roof Replacement - CONST
- Issued by
- Salt Lake County, Hildale City, Utah
About this file
This is a construction document set prepared by HHY Associates for Salt Lake County's partial re-roof replacement project at the Holladay Lions Recreation Center located at 1661 E Murray Holladay Road, Millcreek, Utah 84117. The project involves removal and replacement of the roof waterproofing system across four roof sections (Roof A, B, C, and D) and is coordinated with a separate RTU replacement project occurring concurrently. The construction documents include site plans, overall roof plans with FM Global ratings, demolition plans for all roof sections, new installation plans, multiple building sections and elevations, and detailed specifications for roof construction. The facility contains multiple occupancy areas including a gymnasium (217 occupants), pool (374 occupants), fitness center (57 occupants), running track (72 occupants), aerobics area (30 occupants), multi-purpose space (66 occupants), day care (32 occupants), and various office and administrative spaces with a total combined occupant load of 966. The new roofing system specifications call for mechanically fastened single-ply roofing installed over R-30 rigid insulation over existing metal decking, with pre-finished metal coping and expansion covers as required.
The construction documents provide comprehensive technical specifications including metal roof deck details (ranging from 28 LH06 to 56/70/56 DLH14 configurations), elevation details ranging from 100 feet to 141 feet-4 inches, minimum roof slopes of 1/4 inch per foot, and specific fastening patterns for the Rhinobond roofing system with varying fastener counts based on field, perimeter, and corner zones. The documents establish minimum slope requirements, material specifications, and coordination points with existing structural elements including CMU walls, EIFS wall systems, metal stud framing, and various mechanical systems (flue, ventilation, RTU equipment). No specific pricing information, bid due dates, or contract award dates are contained within these construction documents.
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Text version
1661 E MURRAY HOLLADAY RD
MILLCREEK, UT 84117
REQUEST #
MARCH 18, 2026
CONSTRUCTION DOCUMENTS
HOLLADAY LIONS
RECREATION CENTER
PARTIAL RE-ROOF
DRAWING INDEX
SYMBOL LEGENDVICINITY MAPOWNER ABBREVIATIONS
CODE ANALYSIS
Occupant Loads:
2001 Building: 2008 Addition:
Pool 374 Gymnasium 10,810/50 217 Fitness 57 Running Track 3,590/50 72 Aerobics 30 Multi-Purpose 3,251/50 66 Office 6 Day Care 1,098/35 32 Lockers 37 Office 1,202/100 13 Mechanical 7 Conference 294/15 20
Pool Classroom 696/20 35 Total 511 Total 455
FLUE
FH
VTR
EX
RTU
GA
VENT
9 11 18 6 mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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FM GLOBAL NOTES
& GENERAL NOTES
A0.1
½ ½ ¾
A B C D
ROOF
A
ROOF
B
ROOF
D
ROOF
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Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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OVERALL
ROOF PLAN &
RATING CALS
A1.0
ELEVATION 120'-0"
T.O. CMU
SL
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4"
/FT
M
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. SL
OP
E 1/
4"
/FT
T
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ELEVATION 120'-0"
T.O. EXISTING CMU
T.O. CMU
ELEVATION 138'-0"
T.O. CMU
ELEVATION 141'-4"
T.O. CMU
ELEVATION 138'-0"
T.O. CMU
ELEVATION 138'-0"
T.O. CMU
ELEVATION 138'-0"
T.O. CMU
ELEVATION 141'-4"
T.O. CURB
ELEVATION 118'-0"
T.O. CURB
ELEVATION 118'-0"
ELEVATION 120'-8"
T.O. CONCRET
mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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ROOF A -
DEMOLITION PLAN
A1.1D
ELEVATION 120'-3"
DECK BEARING
ELEVATION 121'-4"
T.O. CMU
ELEVATION 115'-4"
DECK BEARING
ELEVATION 120'-8"
T.O. CONCRETE
ELEVATION 120'-0"
T.O. CMU
ELEVATION 120'-0"
T.O. CMU
ELEVATION 120'-0"
T.O. CMU
ELEVATION 119'-0"
DECK BEARING
ELEVATION 115'-4"
DECK BEARING
ELEVATION 134'-0"
DECK BEARING
ELEVATION 134'-8"
T.O. CMU
ELEVATION 131'-8"
DECK BEARING
ELEVATION 134'-8"
T.O. CMU
ELEVATION 131'-8"
DECK BEARING
ELEVATION 134'-8"
T.O. CMU
ELEVATION 116'-0"
ELEVATION 118'-0"
T.O. CMU
DECK BEARING
ELEVATION 120'-8"
T.O. CONCRETE
ELEVATION 120'-0"
T.O. CMU
ELEVATION 134'-8"
T.O. CMU
SL
OP
E 1/
4"
/FT
. M
IN
SLOPE 1/4"/FT. MIN.SLOPE 1/4"/FT. MIN.SLOPE 1/4"/FT. MIN.
SL
OP
E 1/
4"
/FT
. M
IN
SL
OP
E 1/
4"
/FT
. T
YP
SL
OP
E
1/ 4"
/FT
. T
YP
SL
OP
E 1/
4"
/FT
. M
IN
SL
OP
E
1/ 4"
/FT
. M
IN
SL
OP
E 1/
4"
/FT
. M
IN
SL
OP
E 1/
4"
/FT
M
IN
SLOPE 1/4"/FT. MIN.SLOPE 1/4"/FT. MIN.
SL
OP
E 1/
4"
/FT
. M
IN
SL
OP
E
1/ 4"
/FT
. M
IN
SL
OP
E 1/
4"
/FT
T
YP
SLOPE 1/4"/FT MIN.
SLOPE 1/4"/FT MIN.
SLOPE 1/4"/FT MIN.
SL
OP
E 1/
4"
/FT
M
IN
SLOPE
1/4"/FT MIN.
SL
OP
E 1/
4"
/FT
M
IN
. SL
OP
E 1/
4"
/FT
T
YP
ELEVATION 124'-0"
T.O. EIFS
ELEVATION 116'-8"
T.O. STUD WALL
ELEVATION 120'-0"
T.O. EXISTING CMU
ELEVATION 116'-2"±
DECK BEARING
(MATCH EXISTING)
ELEVATION 120'-0"
T.O. CMU
ELEVATION 120'-3"
BEACK BEARING
ELEVATION 118'-0"
T.O. STUD WALL
ELEVATION 118'-0"
T.O. EXIST. CMU
ELEVATION 133'-0"
DECK BEARINGELEVATION 134'-8"
T.O. CMU
ELEVATION 118'-0"
T.O. EXIST. CMU
ELEVATION 115'-9"±
DECK BEARING
(MATCH EXISTING)
T.O. CMU
ELEVATION 138'-0"
T.O. CURB
ELEVATION 118'-0"
ELEVATION 121'-4"
T.O. CMU
T.O. CURB
ELEVATION 118'-0"
VTR
VTR
VTR
T.O. CURB
ELEVATION 118'-0"
ELEVATION 120'-8"
T.O. CONCRET
T.O. CMU
ELVATION 118'-0"
T.O. CMU
ELEVATION 120'-0"
SL
OP
E 1/
4"
/FT
M
IN
SLOPE
1/4"/FT MIN.
mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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- DEMOLITION PLAN
A1.2D
ELEVATION 120'-0"
SL
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4"
/FT
M
IN
. SL
OP
E 1/
4"
/FT
T
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ELEVATION 120'-0"
T.O. EXISTING CMU
T.O. CMU
ELEVATION 138'-0"
T.O. CMU
ELEVATION 141'-4"
T.O. CMU
ELEVATION 138'-0"
T.O. CMU
ELEVATION 138'-0"
T.O. CMU
ELEVATION 138'-0"
T.O. CMU
ELEVATION 141'-4"
T.O. CURB
ELEVATION 118'-0"
T.O. CURB
ELEVATION 118'-0"
ELEVATION 120'-8"
T.O. CONCRET
mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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A1.1N
ELEVATION 120'-3"
DECK BEARING
ELEVATION 121'-4"
T.O. CMU
ELEVATION 115'-4"
DECK BEARING
ELEVATION 120'-8"
T.O. CONCRETE
ELEVATION 120'-0"
T.O. CMU
ELEVATION 120'-0"
T.O. CMU
ELEVATION 120'-0"
T.O. CMU
ELEVATION 119'-0"
DECK BEARING
ELEVATION 115'-4"
DECK BEARING
ELEVATION 134'-0"
DECK BEARING
ELEVATION 134'-8"
T.O. CMU
ELEVATION 131'-8"
DECK BEARING
ELEVATION 134'-8"
T.O. CMU
ELEVATION 131'-8"
DECK BEARING
ELEVATION 134'-8"
T.O. CMU
ELEVATION 116'-0"
ELEVATION 118'-0"
T.O. CMU
DECK BEARING
ELEVATION 120'-8"
T.O. CONCRETE
ELEVATION 120'-0"
T.O. CMU
ELEVATION 134'-8"
T.O. CMU
SL
OP
E 1/
4"
/FT
. M
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SLOPE 1/4"/FT. MIN.SLOPE 1/4"/FT. MIN.SLOPE 1/4"/FT. MIN.
SL
OP
E 1/
4"
/FT
. M
IN
SL
OP
E 1/
4"
/FT
. T
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SL
OP
E
1/ 4"
/FT
. T
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SL
OP
E 1/
4"
/FT
. M
IN
SL
OP
E
1/ 4"
/FT
. M
IN
SL
OP
E 1/
4"
/FT
. M
IN
SL
OP
E 1/
4"
/FT
M
IN
SLOPE 1/4"/FT. MIN.SLOPE 1/4"/FT. MIN.
SL
OP
E 1/
4"
/FT
. M
IN
SL
OP
E
1/ 4"
/FT
. M
IN
SL
OP
E 1/
4"
/FT
T
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SLOPE 1/4"/FT MIN.
SLOPE 1/4"/FT MIN.
SLOPE 1/4"/FT MIN.
SL
OP
E 1/
4"
/FT
M
IN
SLOPE
1/4"/FT MIN.
SL
OP
E 1/
4"
/FT
M
IN
. SL
OP
E 1/
4"
/FT
T
YP
ELEVATION 124'-0"
T.O. EIFS
ELEVATION 116'-8"
T.O. STUD WALL
ELEVATION 120'-0"
T.O. EXISTING CMU
ELEVATION 116'-2"±
DECK BEARING
(MATCH EXISTING)
ELEVATION 120'-0"
T.O. CMU
ELEVATION 120'-3"
BEACK BEARING
ELEVATION 118'-0"
T.O. STUD WALL
ELEVATION 118'-0"
T.O. EXIST. CMU
ELEVATION 133'-0"
DECK BEARINGELEVATION 134'-8"
T.O. CMU
ELEVATION 118'-0"
T.O. EXIST. CMU
ELEVATION 115'-9"±
DECK BEARING
(MATCH EXISTING)
T.O. CMU
ELEVATION 138'-0"
T.O. CURB
ELEVATION 118'-0"
ELEVATION 121'-4"
T.O. CMU
T.O. CURB
ELEVATION 118'-0"
VTR
VTR
VTR
T.O. CURB
ELEVATION 118'-0"
ELEVATION 120'-8"
T.O. CONCRET
T.O. CMU
ELVATION 118'-0"
T.O. CMU
ELEVATION 120'-0"
SL
OP
E 1/
4"
/FT
M
IN
SLOPE
1/4"/FT MIN.
mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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ROOF B, C & D
- NEW PLAN
A1.2N
FIN. FLOOR
EL. 100'-0"
EL. 138'-0"
T.O.M.
LOBBY
CLASSROOM
STORAGE
OFFICE
EXIST
EXISTING CMU WALL
EXISTING CMU WALL
NEW CMU WALL
EXISTING
TPO
ROOFING
T/MASONRY
EL. 138'-0"
T/MASONRY
EL. 141'-4"
MTL ROOF DECK
40 LH12 @ 5'-6" O/C
LOBBY
CORRIDOR
ELEVATOR
EQUIPMENT
MULTI-PURPOSE
2 13467
ELEVATION 134'-8"
T.O. CMU
ELEVATION 121'-4"
T.O. CMU
ELEVATION 100'-0"
FINISHED FLOOR
VENDING
EXISTING CMU WALL
NEW CMU WALL
PRE FINISHED METAL
COPING
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION
OVER METAL DECKING
A2.2
A A2.2
E
20 GA 1 1/2" TYPE 'B' MTL
ROOF DECK
44 LH10
MTL ROOF DECK
40 LH12 @ 5'-6" O/C
'-0 mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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SECTIONS
A2.1
ELEVATION 134'-8"
ELEVATION 114'-0"
T.O. TRACK
ELEVATION 131'-8"
DECK BEARING
ELEVATION 100'-0"
FINISHED FLOOR
ELEVATION 116'-0"
DECK BEARING
ELEVATION 118'-0"
T.O. CMU
T.O. CMU
'-0
'-0
'-0
ABCD
GYMNASIUM
CORRIDOR
CONFERENCE
OFFICE
OFFICE
OFFICE
RESTROOM
ELEVATION 116'-8"
DECK BEARING
ELEVATION 120'-8"
T.O. CONCRETE WALL
ELEVATION 134'-8"
T.O. CMU
ELEVATION 116'-8"
DECK BEARING
ELEVATION 133'-6"
DECK BEARING
NEW CMU SHEAR WALLEXISTING WINDOW W/
NEW SAFETY GLASS AS
SCHEDULED
EXISTING CMU WALL.
PAINT TO MACH NEW WALL
NEW PRE-CAST BENCH
ELEVATION 124'-"
T.O. CMU WALL
STORAGE
PRE FINISHED METAL
COPING
PAINTED JOIST
EIFS WALL
METAL CANOPY
A2.2
D
A2.1
C A2.2
B
A2.2
C
20 GA 1 1/2" TYPE 'B' MTL
ROOF DECK MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION
OVER METAL DECKING
56/70/56 DLH14 W/ (6)
ROWS OF XB
MTL ROOF DECK
W10x12
MTL ROOF
DECK
W8x10
67 3 145
CORRIDOR
STORAGE
OFFICE
MULTI-PURPOSE
LOBBY
ELEVATION 121'-4"
T.O. CMU
ELEVATION 100'-0"
FINISHED FLOOR
ELEVATION 134'-8"
T.O. CMU
B C
ELEVATION 121'-4"
T.O. CMU
MULTI-PURPOSE
GYMNASIUM
ELEVATION 134'-8"
T.O. CMU
ELEVATION 100'-0"
FINISHED FLOOR
ELEVATION 131'-8"
DECK BEARING
PRE FINISHED
METAL COPING
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION
OVER METAL DECKING
EXPANSION
COVER
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION
OVER METAL DECKING
A2.2
E
A2.2
D
A2.2
A
'-0
EXISTING TPO
ROOFING
20 GA 1 1/2" TYPE 'B' MTL
ROOF DECK
44 LH10
20 GA 1 1/2" TYPE 'B' MTL
ROOF DECK
44 LH10
MTL ROOF DECK
28 LH06 @ 5'-0" O/C
MTL ROOF DECK
W10x12
MTL ROOF DECK
40 LH12 @ 5'-6" O/C
'-1
113 16
'-31 8"
'-0
'-8
ELEVATION 134'-8"
T.O. CMU
ELEVATION 114'-0"
T.O. CMU
ELEVATION 100'-0"
FINISHED FLOOR
LOBBY
GYMNASIUM
CHILD CARE
STORAGE
OFFICE
ENTRY
78 6
2 PERIOD
GUEST HOME
0:36
PRE-CAST BENCH
PRE FINISHED
METAL COPING
PRE FINISHED
METAL COPING
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION
OVER METAL DECKING
EXISTING CMU WALL
EXISTING CMU WALL
A2.2
A
'-0
'-0
'-8
9 16
'-1
13 16
EXISTING TPO
ROOFING
EXISTING TPO
ROOFINGEXISTING TPO
ROOFING
EXIST EIFS
WALL
20 GA 1 1/2" TYPE 'B' MTL
ROOF DECK
56/70/56 DLH14 W/ (6)
ROWS OF XB
MTL ROOF DECK
W10x12 @ 7'-0" O/C
MTL ROOF DECK
W12x19 @ 7'-0" O/C mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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SECTIONS
A2.2
ELEVATION 124'-0"
EIFS OVER 2" RIGID INSULATION
OVER 8" CMU WALL
TUBE STEEL
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION
OVER METAL DECKING
SLOPE
SLOPE
ELEVATION 100'-0"
FINISHED FLOOR
ELEVATION 116'-8"
DECK BEARING
ELEVATION 124'-0"
T.O. CMU
EIFS OVER 2" RIGID INSULATION
OVER 8" CMU WALL
BASE AS SCHED.
4" CONCRETE SLAB
ON GRADE OVER 4"
DRAINAGE FILL
EIFS OVER 2" RIGID
INSULATION OVER
8" CMU WALL
PAINTED HOLLOW METAL
WINDOW FRAME
GLAZING AS SCHEDULED
CEILING AS SCHEDULED
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION OVER
METAL DECKING
6" M
IN
COMPACTED STRUCTURAL
FILL OR UNDISTURBED
NATURAL SOIL. TYP.
ENTRY
CHILD CARE
PAINTED 8" CMU
CONC. FOOTING AND
FOUNDATION
MTL ROOF DECK
W10x12 @ 7'-0" O/C
MTL ROOF DECK
W12x19 @ 7'-0" O/C
MTL ROOF DECK
W12x14
ELEVATION 100'-0"
FINISHED FLOOR
ELEVATION 116'-8"
T.O. STUD/ FRAME
ELEVATION 111'-8"
T.O. CANOPY
CONC. FOOTING AND
FOUNDATION
CEILING AS SCHEDULED
4" CONCRETE SLAB
ON GRADE OVER 4"
DRAINAGE FILL
COMPOSITE METAL
PANEL SYSTEM OVER
5/8" SHEATHING ON
METAL STUD FRAMING
GLAZING & FRAME AS SCHEDULED
COMPOSITE METAL PANEL SYSTEM
OVER 5/8" EXTERIOR SHEATHING
ON METAL STUD FRAMING
PRE FINISHED METAL
COPING
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
RIGID INSULATION OVER
METAL DECKING
GLAZING & FRAME AS SCHEDULED
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION OVER
METAL DECKING
5/8" PAINTED GYP. BD.
CEILING
TUBE STEEL
COMPACTED STRUCTURAL
FILL OR UNDISTURBED
NATURAL SOIL. TYP.
COMPOSITE METAL PANEL SYSTEM
2" FOUNDATION INSULATION
ARCHITECTURAL CONC.
FOUNDATION.
VESTIBULE
PAINTED STEEL COLUMN
SLOPE
SLOPE
A2.4
A
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Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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SECTION
A2.3
EIFS OVER 2" RIGID INSULATION
OVER 8" CMU WALL
ELEVATION 100'-0"
FINISHED FLOOR
ELEVATION 111'-8"
T.O. CANOPY
D
ELEVATION 116'-8"
T.O. STUD/ FRAME
ELEVATION 120'-8"
T.O. CONCRETE WALL
ELEVATION 124'-0"
T.O. CMU
PUNCHED OPENINGS IN EIFS WALL
8" CONCRETE WALL
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION OVER
METAL DECKING
COMPOSITE METAL PANEL SYSTEM
OVER 5/8" EXTERIOR SHEATHING
ON METAL STUD FRAMING
GLAZING & FRAME AS SCHEDULED
PRE FINISHED METAL
COPING
CONC. FOOTING AND
FOUNDATION
GLAZING & FRAME AS SCHEDULED
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
RIGID INSULATION OVER
METAL DECKING
COMPOSITE METAL
PANEL SYSTEM OVER
5/8" SHEATHING ON
METAL STUD FRAMING
TUBE STEEL. SEE
STRUCT.
PAINTED HOLLOW METAL
WINDOW FRAME
4" CONCRETE SLAB ON GRADE OVER 4"
DRAINAGE FILL
CEILING AS SCHEDULED
MECHANICALLY FASTENED
SINGLE-PLY ROOFING OVER
R-30 RIGID INSULATION OVER
METAL DECKING
PRE FINISHED METAL
COPING
EIFS REVEAL
TYP.
EIFS REVEAL
TYP.
1'- 0"
4"4'-11"
4"
EXISTING SLAB ON GRADE
COMPACTED STRUCTURAL FILL
OR UNDISTURBED NATURAL SOIL.
TYP.
EXISTING CONC.
SLAB FOOTING AND
FOUNDATION
SINGLE PLY ROOF
MEMBRANE TO EXTEND
UP PARAPET AND OVER
TOP OF PT. WOOD NAILER
2" FOUNDATION
INSULATION
VESTIBULE
ENTRY
SLOPE
4'- 8"
1'- 8"
1'- 0"
1'-4" 6'-6" 3'-8" 6'-4" 3'-8" 6'-4" 3'-8"
4'-0"6'-4"5'-03 16"6'-4"3'-8"6'-4"3'-8"
3'- 0"
2'- 0"
2'- 0"
4'- 8"
2'- 0"
2'- 0"
4'- 8"
2'- 4"
1'- 0"
6'-4"
A2.3
A
SURFACE MTD. REGLET,
TYP.
W10x12 @ 7'-0" O/C
W14x22 mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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A2.4 mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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DETAILS - DEMO
A3.1D mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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DETAILS - new
A3.1N mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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A3.2D mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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A3.2N mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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A3.2D mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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DETAILS - new
A3.3N
ISOMETRIC
FIELD
6 FASTENERS/BD.
PERIMETER
10 FASTENERS/BD.
CORNER
16 FASTENERS/BD.
FIELD
4 FASTENERS/BD.
CORNER
8 FASTENERS/BD.
PERIMETER
6 FASTENERS/BD.
2' X 3' RHINOBOND FASTENING PATTERN
FOR ALL ZONES
mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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A3.4
≤ 8 mail@hhyassoc.com
Salt Lake City, UT 84106
Fax: 801 466 6022
Suite 210
2180 South 1300 East
Phone: 801 466 3996
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DETAILS - RTU
FOR
REFERENCES
A3.5
| Sheets and Views |
| HLreroof-Cover |
| HLreroof-A0.1 |
| HLreroof-A1.0 |
| HLreroof-A1.1D |
| HLreroof-A1.2D |
| HLreroof-A1.1N |
| HLreroof-A1.2N |
| HLreroof-A2.1 |
| HLreroof-A2.2 |
| HLreroof-A2.3 |
| HLreroof-A2.4 |
| HLreroof-A3.1D |
| HLreroof-A3.1N |
| HLreroof-A3.2D |
| HLreroof-A3.2N |
| HLreroof-A3.3D |
| HLreroof-A3.3N |
| HLreroof-A3.4 |
| HLreroof-A3.5 |
File details come from the government source that posted it. Updated .