HHS State Training School New Garage Building - Phase II

Location: Iowa
Posted: Sep 14, 2026
Due: Oct 13, 2026
Agency: State Government of Iowa
Type of Government: State & Local
Category:
  • U - Education and Training Services
  • Y - Construction of Structures and Facilities
Solicitation No: RFB947601-02
Publication URL: To access bid details, please log in.
Bid Information
Bid Number

RFB947601-02

Solicitation

HHS State Training School New Garage Building - Phase II

Solicitation Type

Request for Bids

County
Description
Description

The Iowa Department of Administrative Services will be receiving bids for the construction of a new garage building for vehicle storage at the Iowa State Training School for Boys at 3211 Edgington Ave, Eldora, IA 50627.
Agency Information
Number

005

Name

Administrative Services, Dept

Address 1

1305 E. Walnut St.

Address 2

City/State/Zip

Des Moines, IA 50319
Contact Information
Contact Name

Construction Procurement

Contact Title

Michael Bradbury


Contact Phone Number

(515) 823-9327

Contact Phone Extension

Contact Other Number

Contact Fax Number
Valid Dates
From

9/14/2026 8:00:00 AM

Until

10/13/2026 2:00:00 PM
Documents/Attachments

9/8/2026 11:09:57 AM

9/8/2026 11:09:38 AM

Attachment Preview

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GDLB drooc tcejorp EGARAG eht eht 2# ma no DIBER ycaeD WEN lanoisseforp STS nhoJ SHH ,I N S E D P R O J F O E H S S N I O N T A . L A R C H IT E E C DEACY C LI T A-8487 IOWA I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered Architect under the laws of the State of Iowa. (signature) 8-10-26 John T. Deacy My registration renewal date is June 30, 2028. Pages or sheets covered by this seal: All General Sheets All Architectural Sheets
OFESSION R A P L D E E N Zachary M. S G N Wheat I E N C 22574 E I E L R IOWA I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. (signature) 8-10-26 Zachary M. Wheat My registration renewal date is December 31, 2026. Pages or sheets covered by this seal: All Civil Sheets
IOWA MACKENZIE A. JAGER 30052 P R R E O E F N E SSIONAL GI EN I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. (signature) 8-10-26 Mackenzie Jaeger My registration renewal date is December 31, 2026. Pages or sheets covered by this seal: All Structural Sheets
FESSIO O N R A P L D E E JUSTIN L. N S G N VEIK I E N C P26419 E I L R E IOWA I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. (signature) 8-10-26 Justin L. Veik My registration renewal date is December 31, 2027. Pages or sheets covered by this seal: All Mechanical Sheets
FESSIO O N R A P L D E E SHANE M. N S G N HOSS I E N C 19675 E I L R E IOWA I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. (signature) 8-10-26 Shane M. Hoss My registration renewal date is December 31, 2027. Pages or sheets covered by this seal: All Electrical Sheets

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HHS STS NEW GARAGE BLDG REBID #2
3211 Edgington Ave, Eldora, IA 50627
HGM PROJECT NO. 106025 8-10-26
DAS PROJECT NO. 9476.01
LOCATION PLAN
INDEX OF DRAWINGS
SCALE: NOT TO SCALE
GENERAL NORTH
G1.1 COVER SHEET
I hereby certify that the portion of this technical submission
described below was prepared by me or under my direct supervision
G G 1 1 . . 2 3 A C B O B D R E E P VI L A A T N IONS & SYMBOLS C E N S E D P R O J F D O E E H S A S N C I O N Y T A . L A R C H I T E C ( a la s n i w d g s n a r o e t f u s p r t o e h n ) e s i S b t le a te c h o a f rg I e o . w a I . am a duly registered Architect und 8 e -1 r 0- t 2 h 6 e LI T John T. Deacy
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My registration renewal date is June 30, 2028.
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covered by this seal:
C1.0 TOPOGRAPHIC SURVEY IOWA All Architectural Sheets
C2.0 CIVIL SITE PLAN
I hereby certify that this engineering document was prepared by me
C3.0 GRADING PLAN
or under my direct supervision and that I am a duly licensed
R
OFESSION
A Professional Engineer under the laws of the State of Iowa. P L
D E
ARCHITECTURAL S E Zachary M. N G (signature) 8-10-26
N Wheat I Zachary M. Wheat E N
C 22574 E A1.1 FLOOR PLAN I E My registration renewal date is December 31, 2026.
L R
Pages or sheets covered by this seal:
A2.1 EXTERIOR ELEVATIONS All Civil Sheets
IOWA
STRUCTURAL
I hereby certify that this engineering document was prepared by me
IOWA or under my direct supervision and that I am a duly licensed
S1.1 FOUNDATION PLAN & DETAILS
Professional Engineer under the laws of the State of Iowa.
S2.1 ROOF FRAMING PLAN & DETAILS
MACKENZIE (signature) 8-10-26
A. JAGER Mackenzie Jaeger
30052 My registration renewal date is December 31, 2026.
P R
GENERAL MECHANICAL R O E E Pages or sheets covered by this seal:
F N
MG0.0 MECHANICAL GENERAL INFORMATION
E SSIONAL
EN
GI All Structural Sheets
MECHANICAL I hereby certify that this engineering document was prepared by me
or under my direct supervision and that I am a duly licensed
O FESSIO N Professional Engineer under the laws of the State of Iowa.
M1.1 MECHANICAL PLAN R A
P L
D E
E JUSTIN L. N (signature) 8-10-26
S G
N VEIK I Justin L. Veik
E N
GENERAL ELECTRICAL C I L P26419 R E E My registration renewal date is December 31, 2027.
Pages or sheets covered by this seal:
EG0.0 ELECTRICAL GENERAL INFORMATION All Mechanical Sheets
IOWA
ELECTRICAL
I hereby certify that this engineering document was prepared by me
or under my direct supervision and that I am a duly licensed
E1.1 ELECTRICAL PLAN
O FESSIO N Professional Engineer under the laws of the State of Iowa.
R A
P L
E2.1 ELECTRICAL SCHEDULES AND RISERS
D E
E SHANE M. N (signature) 8-10-26
S G
N HOSS I Shane M. Hoss
E N
C I L 19675 R E E My registration renewal date is December 31, 2027.
Pages or sheets covered by this seal:
All Electrical Sheets
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A/ AB AC AC AD AD AF N S E D P R O J F O E H S S N I O N T A . L A R C H IT E E C DEACY C LI T A-8487 IOWA 8-10-26
ENTIFICATION CTION OF SIGHT OF VATION ON PLAN ET NUMBER OF DRAWING
ARCHITECTURA Name ROO 101 100 DOO L SYMBOLS SE M NAME / NUMBER __ A R NUMBER CTION IDENTIFICATION SECTION NUMBER SIM 1___ 3.1 ELEVATION ID DIRE ELE SIM __1___ A3.1 SHE
ARCHITECTU RAL , STRUCTURAL A ND CIVIL ABBREVIATIO NS
A/ AB AC AC AD AD AF C AIR CONDITIONING E ANCHOR BOLT E M ALUMINUM COMPOSITE METAL E T ACOUSTIC CEILING TILE E J ADJACENT E JT ADJUSTABLE E F ABOVE FINISHED FLOOR E LEC ELECTRICAL LEV ELEVATOR MER EMERGENCY NTR ENTRANCE OD EDGE OF DECK OR END OF RETURN Q EQUAL LONG LONGITUDINAL LP LOW POINT LSF LINOLEUM SHEET FLOORING LT LIGHT LVT LUXURY VINYL TILE M METER(S) MAS MASONRY SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SEG SEGMENTAL SH SHELF, SHELVING SHM SECURITY, HOLLOW METAL SHT SHEET
__ A 1__ 3.1 _
AG AL ALU AN AN AP AR AS AUT B B-B B/ BB BD BE BL G AGGREGATE E T ALTERNATE E M ALUMINUM E CH ANCHOR E OD ANODIZED E C ACOUSTICAL PANEL CEILING E CH ARCHITECTURAL E PH ASPHALT E O AUTOMATIC F BOTTOM F BACK TO BACK F C BACK OF CURB F M BOND BEAM F BOARD F N BENCH F DG BUILDING F QUIP EQUIPMENT W EACH WAY WC ELECTRIC WATER COOLER XH EXHAUST XIST EXISTING XP EXPANSION XPD EXPOSED XT EXTERIOR A FIRE ALARM B FACE BRICK BG FIBERGLASS BO FURNISHED BY OTHERS CWP FIBER CEMENT WALL PANEL D FLOOR DRAIN E FIRE EXTINGUISHER EC FIRE EXTINGUISHER CAB MAT'L MATERIAL MB MARKER BOARD MBH MOP / BROOM HOLDER MECH MECHANICAL MED MEDICINE CABINET MEP MECHANICAL, ELECTRICAL, PLUMBING MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MLD MOLDING MO MASONRY OPENING MOD MODULAR MR MOISTURE RESISTANT SHTH SHEATHING SIM SIMILAR SLR SEALER SND SANITARY NAPKIN DISPOSAL SNT SEALANT SNV SANITARY NAPKIN VENDOR SPEC SPECIFICATIONS SPF SPLIT-FACE SPMR SINGLE-PLY MEMBRANE ROOFING SQ SQUARE SSM SOLID SURFACING MATERIAL SSTL STAINLESS STEEL ST STORM STA STATION STD STANDARD A WAL W1 WIND ARCHITECTURA L TAG OW TAG L LEGEND GLASS SHEET NUMBER OF DRAWING WHERE SECTION IS SHOWN WHE 1. DIRE ELE 1 A2.1 . 1 . SHE 1. WHE LEGEND NOT RE ELEVATION IS SHOWN CTION OF SIGHT OF VATION ON PLAN ET NUMBER OF DRAWING RE ELEVATION IS SHOWN ES GNIYEVRUS .C N I SE ahamo ERUTCETIHCR TA sffulb I l
BL BL BM BM BN BO BO BR BR BS BS BU BW C/ CA CE K BLOCK F KG BLOCKING F BEAM F BENCHMARK F BULLNOSE F S BOTTOM OF STRUCTURE F T BOTTOM F G BEARING F K BRICK F BOTH SIDES F MT BASEMENT F R BUILT UP ROOF F BOTH WAYS F G CURB AND GUTTER F B CABINET F COVER ELEVATION F ES FLARED END SECTION F FINISHED FLOOR G FULL GLASS IN FINISHED IXT FIXTURE LASH FLASHING LR FLOOR (ING) LUR FLUORESCENT ND FOUNDATION R FRAMING RP FIBERGLASS REINF PLASTIC TG FOOTING TS FLOOR TRANSITION STRIP UR FURRING URN FURNACE V FIELD VERIFY MTD MOUNTED MTL METAL MULL MULLION N NORTH NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OH OVERHEAD OPG OPENING P PAINT PAF POWDER ACTIVATED FASTENER PAVMT PAVEMENT STL STEEL STN STAIN & VARNISH STOR STORAGE STR STRUCTURAL SUSP SUSPENDED SW SWITCH SYM SYMMETRICAL T TREAD T/B TOP AND BOTTOM T/G TONGUE AND GROOVE TB TOWEL BAR TC TOP OF CURB TEL TELEPHONE TEMP TEMPERED TER TERRAZZO TERM TERMINAL XAM INSULATION RIGID INSULATION GPDW WOOD (FINISH) WOOD (ROUGH) 1. THESE LEGENDS AR SYMBOLS CONTAINED 2. ADDITIONAL LEGEN SHEETS MAY APPEAR INDICATE SPECIFIC CO SHOWN ON THIS SHEET E COMPOSED OF STANDARD IN THIS SET. DS AND/OR OTHER LEGEND IN THIS SET OF DRAWINGS TO NDITIONS IN LIEU OF SYMBOLS . C A icnuoc O GNIREENIGNE SSA ni rof eht edam setaicoss tcejorp mgh on siht foereht mgh tneme semu htiw evob fo g .se
CH CIP CIR CJ CL CL CL CM CM CO CO CO CO CO CO CO CHAIR G CAST IRON PIPE G CIRCLE G CONTROL JOINT G G CEILING G OS CLOSET G R CLEAR (ANCE) G P CORRUGATED METAL PIPE G U CONCRETE MASONRY UNIT G L COLUMN G NC CONCRETE G NST CONSTRUCTION H NT CONTINUOUS/CONTINUE H NTR CONTRACTOR H ORD COORDINATE H RR CORRIDOR H A GAGE ALV GALVANIZED B GRAB BAR D GRADE, GRADING FB GLASS FIBER BLANKET/BATT FT GLAZED FLOOR TILE L GLASS, GLAZING PDW GYPSUM DRYWALL RAN GRANULAR RD GROUND RT GROUT B HOSE BIB BD HARDBOARD C HANDICAP CS HOLLOW CORE SLAB DWR HARDWARE PBD PARTICLE BOARD PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PCWP PRECAST WALL PANEL PERF PERFORATED PERIM PERIMETER PFB PREFABRICATED PFN PREFINISHED PI POINT OF INTERSECTION PL PLATE PL PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PNL PANEL POB POINT OF BEGINNING POL POLISHED TEX TEXTURED TH THICK (NESS) THR THRESHOLD TOM TOP OF MASONRY TOS TOP OF SLAB TOSTL TOP OF STEEL TOW TOP OF WALL TP TOP OF PAVEMENT TPTN TOILET PARTITION TR TOWEL RING TRTD TREATED TTD TOILET TISSUE DISPENSER TV TELEVISION TYP TYPICAL UC UNDER COUNTER UG UNDERGROUND MASONRY VENEER CMU (PLAN) CMU (SECTION) CONCRETE nieb a siht htiw erga civres ssa esu trap ecnadrocca a .tnemeerga mgh eht si no ecnadrocca .cni .cni yna yna gniward lanoisseforp fo yb esu setaicossa setaicossa rof ro smret elbaliava ytilibail gniward ni rof tpecxe siht .cni etaD #veR
tvr.draagdlejkh_42TVR CP CR CS CS CS CT CT CU CW CY DB DC DF DH DIA DIA T CARPET H S COURSE H COUNTER SHUTTER H H CONCRETE SLAB HARDENER H MT CASEMENT H CERAMIC TILE H R COUNTER H CONCRETE UNDERLAYMENT H COLD WATER CUBIC YARD H L DOUBLE H S DIAPER CHANGING STATION I DRINKING FOUNTAIN I DOUBLE HUNG I DIAMETER I G DIAGONAL I JR HORIZONTAL JOINT REINF M HOLLOW METAL ORZ HORIZONTAL P HIGH POINT R HOUR T HEIGHT TG HEATING VAC HEATING/VENTILATING AIR CONDITIONING W HOT WATER WD HARDWOOD D INSIDE DIAMETER DS INTEGRATED DOOR SYSTEMS E INVERT ELEVATION NCL INCLUDING NST INSTALLED PR PAIR PRHT PARTIAL HEIGHT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PTD PAPER TOWEL DISPENSER PTN PARTITION PVC POLYVINYL CHLORIDE PWD PLYWOOD QT QUARRY TILE R RADIUS R RISER RA RETURN AIR RAF RESILIENT ATHLETIC FLOORING RB RUBBER BASE RCP REFLECTED CEILING PLAN UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VB VAPOR BARRIER VCP VITREOUS CLAY PIPE VCT VINYL COMPOSITION TILE VERT VERTICAL VIN VINYL VTR VENT THRU ROOF VWC VINYL WALL COVERING W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW EARTH FE -PROVIDED BY OWNER dengised devorppa 62-01-8 nward MGH MGH MGH etad
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ARCHITECTURAL SYMBOLS
Name ROOM NAME / NUMBER
101
100 DOOR NUMBER
A
WALL TAG
1.
W1 1 A2.1 WINDOW TAG . 1
1.
.
SECTION IDENTIFICATION ELEVATION IDENTIFICATION
DIRECTION OF SIGHT OF SECTION NUMBER
ELEVATION ON PLAN
SIM
SIM __1___
__1___
A3.1
A3.1
SHEET NUMBER OF DRAWING
SHEET NUMBER OF WHERE ELEVATION IS SHOWN
DRAWING WHERE
SECTION IS SHOWN
DIRECTION OF SIGHT OF
ELEVATION ON PLAN
SHEET NUMBER OF DRAWING
WHERE ELEVATION IS SHOWN
ARCHITECTURAL LEGEND
LEGEND NOTES
GLASS
1. THESE LEGENDS ARE COMPOSED OF STANDARD
SYMBOLS CONTAINED IN THIS SET.
INSULATION
2. ADDITIONAL LEGENDS AND/OR OTHER LEGEND
SHEETS MAY APPEAR IN THIS SET OF DRAWINGS TO
INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS
RIGID INSULATION
SHOWN ON THIS SHEET.
GPDW
WOOD (FINISH)
WOOD (ROUGH)
MASONRY VENEER
CMU (PLAN)
CMU (SECTION)
CONCRETE
EARTH
FIRE EXTINGUISHERS <40 LBS
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ARCHITECTURAL , STRUCTURAL AND CIVIL ABBREVIATIONS
A/C AIR CONDITIONING ELEC ELECTRICAL LONG LONGITUDINAL SCHED SCHEDULE
AB ANCHOR BOLT ELEV ELEVATOR LP LOW POINT SD SOAP DISPENSER ACM ALUMINUM COMPOSITE METAL EMER EMERGENCY LSF LINOLEUM SHEET FLOORING SECT SECTION
ACT ACOUSTIC CEILING TILE ENTR ENTRANCE LT LIGHT SEG SEGMENTAL
ADJ ADJACENT EOD EDGE OF DECK LVT LUXURY VINYL TILE SH SHELF, SHELVING
ADJT ADJUSTABLE EOR END OF RETURN M METER(S) SHM SECURITY, HOLLOW METAL 8-10-26
AFF ABOVE FINISHED FLOOR EQ EQUAL MAS MASONRY SHT SHEET
AGG AGGREGATE EQUIP EQUIPMENT MAT'L MATERIAL SHTH SHEATHING
ALT ALTERNATE EW EACH WAY MB MARKER BOARD SIM SIMILAR
ALUM ALUMINUM EWC ELECTRIC WATER COOLER MBH MOP / BROOM HOLDER SLR SEALER
ANCH ANCHOR EXH EXHAUST MECH MECHANICAL SND SANITARY NAPKIN DISPOSAL
ANOD ANODIZED EXIST EXISTING MED MEDICINE CABINET SNT SEALANT
APC ACOUSTICAL PANEL CEILING EXP EXPANSION MEP MECHANICAL, ELECTRICAL, SNV SANITARY NAPKIN VENDOR
ARCH ARCHITECTURAL EXPD EXPOSED PLUMBING SPEC SPECIFICATIONS
ASPH ASPHALT EXT EXTERIOR MFR MANUFACTURER SPF SPLIT-FACE
AUTO AUTOMATIC FA FIRE ALARM MH MANHOLE SPMR SINGLE-PLY MEMBRANE
B BOTTOM FB FACE BRICK MIN MINIMUM ROOFING
B-B BACK TO BACK FBG FIBERGLASS MIR MIRROR SQ SQUARE
B/C BACK OF CURB FBO FURNISHED BY OTHERS MISC MISCELLANEOUS SSM SOLID SURFACING MATERIAL
BBM BOND BEAM FCWP FIBER CEMENT WALL PANEL MLD MOLDING SSTL STAINLESS STEEL
BD BOARD FD FLOOR DRAIN MO MASONRY OPENING ST STORM
BEN BENCH FE FIRE EXTINGUISHER MOD MODULAR STA STATION
BLDG BUILDING FEC FIRE EXTINGUISHER CAB MR MOISTURE RESISTANT STD STANDARD
BLK BLOCK FES FLARED END SECTION MTD MOUNTED STL STEEL
BLKG BLOCKING FF FINISHED FLOOR MTL METAL STN STAIN & VARNISH
BM BEAM FG FULL GLASS MULL MULLION STOR STORAGE
BM BENCHMARK FIN FINISHED N NORTH STR STRUCTURAL
BN BULLNOSE FIXT FIXTURE NIC NOT IN CONTRACT SUSP SUSPENDED
BOS BOTTOM OF STRUCTURE FLASH FLASHING NOM NOMINAL SW SWITCH
BOT BOTTOM FLR FLOOR (ING) NTS NOT TO SCALE SYM SYMMETRICAL
BRG BEARING FLUR FLUORESCENT OC ON CENTER T TREAD
BRK BRICK FND FOUNDATION OD OUTSIDE DIAMETER T/B TOP AND BOTTOM
BS BOTH SIDES FR FRAMING OFF OFFICE T/G TONGUE AND GROOVE
BSMT BASEMENT FRP FIBERGLASS REINF PLASTIC OH OVERHEAD TB TOWEL BAR
BUR BUILT UP ROOF FTG FOOTING OPG OPENING TC TOP OF CURB
BW BOTH WAYS FTS FLOOR TRANSITION STRIP P PAINT TEL TELEPHONE
C/G CURB AND GUTTER FUR FURRING PAF POWDER ACTIVATED TEMP TEMPERED
CAB CABINET FURN FURNACE FASTENER TER TERRAZZO CE COVER ELEVATION FV FIELD VERIFY PAVMT PAVEMENT TERM TERMINAL
CH CHAIR GA GAGE PBD PARTICLE BOARD TEX TEXTURED
CIP CAST IRON PIPE GALV GALVANIZED PC POINT OF CURVATURE TH THICK (NESS) CIR CIRCLE GB GRAB BAR PCC PORTLAND CEMENT CONCRETE THR THRESHOLD
CJ CONTROL JOINT GD GRADE, GRADING PCWP PRECAST WALL PANEL TOM TOP OF MASONRY
CLG CEILING GFB GLASS FIBER BLANKET/BATT PERF PERFORATED TOS TOP OF SLAB
CLOS CLOSET GFT GLAZED FLOOR TILE PERIM PERIMETER TOSTL TOP OF STEEL
CLR CLEAR (ANCE) GL GLASS, GLAZING PFB PREFABRICATED TOW TOP OF WALL
CMP CORRUGATED METAL PIPE GPDW GYPSUM DRYWALL PFN PREFINISHED TP TOP OF PAVEMENT
CMU CONCRETE MASONRY UNIT GRAN GRANULAR PI POINT OF INTERSECTION TPTN TOILET PARTITION
COL COLUMN GRD GROUND PL PLATE TR TOWEL RING
CONC CONCRETE GRT GROUT PL PROPERTY LINE TRTD TREATED
CONST CONSTRUCTION HB HOSE BIB PLAM PLASTIC LAMINATE TTD TOILET TISSUE DISPENSER
CONT CONTINUOUS/CONTINUE HBD HARDBOARD PLAS PLASTER TV TELEVISION
CONTR CONTRACTOR HC HANDICAP PNL PANEL TYP TYPICAL
COORD COORDINATE HCS HOLLOW CORE SLAB POB POINT OF BEGINNING UC UNDER COUNTER
CORR CORRIDOR HDWR HARDWARE POL POLISHED UG UNDERGROUND
CPT CARPET HJR HORIZONTAL JOINT REINF PR PAIR UNFIN UNFINISHED
CRS COURSE HM HOLLOW METAL PRHT PARTIAL HEIGHT UNO UNLESS NOTED OTHERWISE
CS COUNTER SHUTTER HORZ HORIZONTAL PSF POUNDS PER SQUARE FOOT UR URINAL
CSH CONCRETE SLAB HARDENER HP HIGH POINT PSI POUNDS PER SQUARE INCH VB VAPOR BARRIER
CSMT CASEMENT HR HOUR PT POINT OF TANGENCY VCP VITREOUS CLAY PIPE
CT CERAMIC TILE HT HEIGHT PTD PAPER TOWEL DISPENSER VCT VINYL COMPOSITION TILE
CTR COUNTER HTG HEATING PTN PARTITION VERT VERTICAL
CU CONCRETE UNDERLAYMENT HVAC HEATING/VENTILATING AIR PVC POLYVINYL CHLORIDE VIN VINYL
CW COLD WATER CONDITIONING PWD PLYWOOD VTR VENT THRU ROOF
CY CUBIC YARD HW HOT WATER QT QUARRY TILE VWC VINYL WALL COVERING
DBL DOUBLE HWD HARDWOOD R RADIUS W WEST
DCS DIAPER CHANGING STATION ID INSIDE DIAMETER R RISER W/ WITH
DF DRINKING FOUNTAIN IDS INTEGRATED DOOR SYSTEMS RA RETURN AIR W/O WITHOUT
DH DOUBLE HUNG IE INVERT ELEVATION RAF RESILIENT ATHLETIC FLOORING WC WATER CLOSET
DIA DIAMETER INCL INCLUDING RB RUBBER BASE WD WOOD
DIAG DIAGONAL INST INSTALLED RCP REFLECTED CEILING PLAN WDW WINDOW
DIM DIMENSION INSUL INSULATION RD ROOF DRAIN WH WATER HEATER
DIP DUCTILE IRON PIPE INT INTERIOR REF REFERENCE WPT WORKING POINT
DISP DISPENSER INV INVERT REFR REFRIGERATOR WR WASTE RECEPTACLE
DN DOWN IRWP IMPACT RESISTANT WALL REINF REINFORCEMENT WSCT WAINSCOT
DP DEEP PANEL REQ'D REQUIRED WT WEIGHT
DR DOOR JFB JOINT FILLER BOARD REV REVERSE WWF WELDED WIRE FABRIC
DS DOWN SPOUT JST JOIST RH RIGHT HAND XL EXIT LIGHT
DTL DETAIL JT JOINT RH ROBE HOOK YD YARD
KIT KITCHEN RLT RESILIENT LANDING TILE
DW DISHWASHER
KO KNOCKOUT RM ROOM
DWG DRAWING
LAM LAMINATE(D) RO ROUGH OPENING TYP MOUNTING HEIGHTS
DWR DRAWER 1
LAV LAVATORY ROW RIGHT OF WAY
E EAST
LBS POUNDS S SOUTH
EF EACH FACE
LDR LADDER SAN SANITARY SCALE: 1/2" = 1'-0"
EJ EXPANSION JOINT
LH LEFT HAND SBLK SPLASH BLOCK EL ELEVATION
LL LIVE LOAD SC SHOWER CURTAIN
9476.01
etaD
#veR

IBC 2024 Occupancy Loads by Room
Rm# Room Name Area Function of Space Load Factor Occupants
FIRST FLOOR
100 GARAGE 3196 SF Parking Garage - Low Hazard 300 SF 11
FIRST FLOOR 11 Grand total 11
NOTE: BUILDING IS A FLEET
VEHICLE STORAGE GARAGE,
NOT A PUBLIC PARKING
STRUCTURE. OCCUPANT LOAD
CALCULATED PER S - 2
STORAGE, TABLE 1004.1.2
Gross Building Area
Name Area
First Floor 3364 SF
3364 SF
Number of Floors -1 Actual Height -19'-11 1/8"
FE - PROVIDED
BY OWNER
FE - PROVIDED
BY OWNER
NORTH

E N S E D P R O F E S S I O N A L A R C H IT E C C LI T


IOWA
LIFE SAFETY NOTES:
1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE
ELECTRICAL LIGHTING DRAWINGS (E SERIES).
LIFE SAFETY SYMBOLS:
EXIT DOOR TAG
A PROVIDED CLEAR DOOR WIDTH [INCHES]
B OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]
LINE TYPES FOR MEANS OF EGRESS:
COMPONENT SYMBOL
TRAVEL DISTANCE TD
COMMON PATH CP
EXIT DISCHARGE
EXIT DISCHARGE ARROW
11
3/8"
TD87' -
GARAGE
100
11 Occ
32
11
FE -PROVIDED
BY OWNER
TD83'
-10
1/8"
FE -PROVIDED
BY OWNER
project no.
sheet
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tcejorp
siht
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dengised
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.cni
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fo
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rof
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ro
gniward
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htiw
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.tnemeerga
JOHN T. DEACY
A-8487
tvr.draagdlejkh_42TVR
egaraG
STS
SADI
520601\seliF
pmeT
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MP
01:02:4
6202/01/8
.C
N
I
SE
TA
I
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O
SSA
GNIYEVRUS
ERUTCETIHCRA
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106025
G1.3
MGH
2#
DIBER
GDLB
EGARAG
WEN
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SHH
72605
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MGH MGH
NALP
EDOC
62-01-8
CODE ANALYSIS IBC 2024 Occupancy Loads by Room NOTE: BUILDING IS A FLEET DESIGN CODES EXIT ACCESS AND EGRESS VEHICLE STORAGE GARAGE, Rm# Room Name Area Function of Space Load Factor Occupants
NOT A PUBLIC PARKING
2024 INTERNATIONAL BUILDING CODE FIRST FLOOR STRUCTURE. OCCUPANT LOAD 2015 NFPA 101 LIFE SAFETY CODE 300 FT. MAX TRAVEL DISTANCE 100 GARAGE 3196 SF Parking Garage - Low Hazard 300 SF 11 CALCULATED PER S-2
2012 INTERNATIONAL ENERGY CONSERVATION CODE STORAGE, TABLE 1004.1.2
FIRST FLOOR 11
2024 INTERNATIONAL FIRE CODE
ILLUMINATED EXIT SIGNS SHALL BE
Grand total 11
2024 UNIFORM PLUMBING CODE
PROVIDED FOR EGRESS DOORS 8-10-26
2023 NATIONAL ELECTRICAL CODE
2024 INTERNATIONAL MECHANICAL CODE
DOORS SHALL PROVIDE MINIMUM CLEAR
WIDTH OF 32 INCHES
OCCUPANCY CLASSIFICATION
EGRESS ILLUMINATION OF 1 FOOTCANDLE
OCCUPANCY TYPE = S-2 - STORAGE
SHALL BE PROVIDED
NO HAZARDOUS MATERIALS ARE TO BE STORED
WITHIN THIS BUILDING.
LOW-HAZARD STORAGE FOR FLEET VEHICLE STORAGE
TYPE OF CONSTRUCTION
TYPE "VB"
SPRINKLER - NO
FIRE ALARM SYSTEM - NO
DRAFT STOPS - NOT REQUIRED
MAXIMUM TRAVEL DISTANCE BETWEEN FIRE
EXTINGUISHERS IS NOT TO EXCEED 75 FEET.
ALLOWABLE AREA
ALLOWABLE NUMBER OF FLOORS - 2 STORIES
ALLOWABLE AREA PER FLOOR - 13,500 SF
ALLOWABLE HEIGHT - 40 FT
Gross Building Area
Name Area
First Floor 3364 SF
3364 SF
Number of Floors -1
Actual Height -19'-11 1/8"
9476.01
1 CODE FLOOR PLAN
SCALE: 1/4" = 1'-0"
NORTH
etaD
#veR

106025
2#
DIBER
GDLB
EGARAG
WEN
STS
SHH
SECIVRES
EVITARTSINIMDA
FO
TNEMTRAPED
AWOI
62-01-8
C1.0
SNJ
WMZ WMZ
YEVRUS
CIHPARGOPOT
N
1 TOPOGRAPHIC SURVEY
0 5' 10' 20'
SCALE: 1" = 10'-0"
.C
N
I
SE
TA
I
CO
SSA
GNIYEVRUS
ERUTCETIHCRA
GNIREENIGNE
ahamo
sffulb
licnuoc
8/10/2026

U
G
P
U
G
P
U
G
P
FINISH FLOOR (F.F.)
ELEVATION = 1020.50
106025
2#
DIBER
GDLB
EGARAG
WEN
STS
SHH
SECIVRES
EVITARTSINIMDA
FO
TNEMTRAPED
AWOI
62-01-8
C2.0
SNJ
WMZ WMZ
NALP
ETIS
LIVIC
N
1 CIVIL SITE PLAN
0 5' 10' 20'
SCALE: 1" = 10'-0"
.C
N
I
SE
TA
I
CO
SSA
GNIYEVRUS
ERUTCETIHCRA
GNIREENIGNE
ahamo
sffulb
licnuoc
8/10/2026

U
G
P
U
G
P
U
G
P
FINISH FLOOR (F.F.)
ELEVATION = 1020.50
106025
2#
DIBER
GDLB
EGARAG
WEN
STS
SHH
SECIVRES
EVITARTSINIMDA
FO
TNEMTRAPED
AWOI
62-01-8
C3.0
SNJ
WMZ WMZ
NALP
GNIDARG
N
1 GRADING PLAN
0 5' 10' 20'
SCALE: 1" = 10'-0"
.C
N
I
SE
TA
I
CO
SSA
GNIYEVRUS
ERUTCETIHCRA
GNIREENIGNE
ahamo
sffulb
licnuoc
8/10/2026

DOOR SCHEDULE
DOOR FRAME FIRE RATING NOTES
DOOR NUMBER ROOM SIZE (WxHxT) TYPE MAT'L FINISH TYPE MAT'L FINISH
100A GARAGE 3' - 0" x 7' - 0" x 1 3/4" F HM PRIMED F1 HM PAINT NOTES 1 & 2
100B GARAGE 10' - 0" x 12' - 0" x 2" OH - PFN - - -
100C GARAGE 10' - 0" x 12' - 0" x 2" OH - PFN - - -
100D GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -
100E GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -
100F GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -
100G GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -
NOTES: 1. DOOR PAINT BY OWNER 2. LOCKSET PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR, HINGES PROVIDED AND INSTALLED BY CONTRACTOR
___2_
A1.1
___3_
A1.1
NOTES:
1. DOOR PAINT BY OWNER
2. LOCKSET PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR, HINGES PROVIDED AND INSTALLED BY
CONTRACTOR
82 ' - 6
A OPEN TO STRUCTURE ABOVE GARAGE A 100 A PANEL -SEE ELEC ROCK BASE FLOOR 00A FE -PROVIDED BY OWNER STOOP -SEE STRUCT FE -PROVIDED BY OWNER A
00A
"2/1 1 - '31 "2/1 1 - '31 "2/1 3
"4 - '3 "6 - '9
WD COLUMN
BEYOND - SEE
A2.1
A
A2.1
A
FE - PROVIDED
BY OWNER
STOOP - SEE STRUCT
FE -PROVIDED
BY OWNER
82' - 6"
82' - 6
NORTH

FLOOR PLAN NOTES:
1. IF THE CONTRACTOR FAILS TO OBTAIN WRITTEN CLARIFICATION OF
INCONSISTENCIES IN THE BID DOCUMENTS FROM THE ARCHITECT, HE
SHALL BID THE MORE EXPENSIVE VERSION.
2. DIMENSIONS SHOWN ON FLOOR PLANS ARE TO CENTER LINE OF
COLUMNS UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER DRAWINGS SCALE.
3. DOOR 100A LOCKSET SHALL BE PROVIDED BY OWNER AND
INSTALLED BY CONTRACTOR. CONTRACTOR SHALL SUPPLY
TEMPORARY LOCKSET DURING CONSTRUCTION AND SHALL
COORDINATE FINAL LOCKSET INSTALL WITH OWNER.
4 ALL OVERHEAD DOORS SHALL RECEIVE 2 DOOR OPERATORS
EACH.
WALL TYPE LEGEND
Fire Rating: NOT RATED
STC: N/A
A EXT MTL SIDING, 2X WD
GIRT AND 2X WD SKIRT
ALONG BOTTOM OF
WALLS -SEE STRUCTURAL
1 7
A A
D D
82' - 6"
1 7
"2/1
1
-
'31
"2/1
1
-
'31
"2/1
1
-
'31
82' - 6"
A2.1
4
A
OPEN TO STRUCTURE ABOVE
GARAGE
A
A2.1 3 100
A 2 A2.1
ROCK BASE FLOOR
100A
A
100B 100C 100D 100E 100F 100G
1
A2.1
7' - 6" 13' - 1 1/2" 13' - 9" 13' - 9" 13' - 9" 13' - 1 1/2" 7' - 6"
"2/1
4
-
'93
"2/1
3
"2/1
1
-
'31
"2/1
1
-
'31
"4
-
'3
"6
-
'9
"2/1
4
-
'93
3' - 0"
F
(FLUSH)
2 3 4 5 6
13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9"
B B
PANEL -SEE ELEC
C C
FE -PROVIDED
BY OWNER
STOOP -SEE STRUCT
FE -PROVIDED
BY OWNER
2 3 4 5 6
"0
-
'7
OH
(OVERHEAD)
DEHCS
SA
10' - 0"
FLOOR LINE
PFN MTL WD COLUMN
SIDING BEYOND -SEE
STRUCT
2X8 WD
GIRT
SNT 2X FRAMING
PFN MTL
DRIP TRIM
HM DOOR FRAME
DOOR AS SCHED
2X FRAMING
HM FRAME
DOOR -SEE
SCHED
SNT
2X8 WD GIRT
PFN MTL
PFN MTL SIDING
CLOSURE TRIM
"2
-
'7
"2
"0
-
'7
E
N S E

D

P R O F E S S I O N A L A R C H

IT
E
C C
LI T



2"
3
3
'
'
-
-
0
4
"
"
2"


2.
METAL



IOWA
___2__
A1.1
___3__
A1.1
MATERIAL NOTES:
F1
1. METAL WALL PANELS SHALL BE IN THE COLOR SIERRA TAN.
2. METAL ROOF PANELS SHALL BE IN THE COLOR WHITE. (HM)
project no.
sheet
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si
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mgh
yb
elbaliava
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tcejorp
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htiw
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JOHN T.
DEACY
A-8487
tvr.draagdlejkh_42TVR
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STS
SADI
520601\seliF
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NALP
ROOLF
62-01-8
DOOR SCHEDULE
DOOR FRAME
DOOR FIRE
NUMBER ROOM SIZE (WxHxT) TYPE MAT'L FINISH TYPE MAT'L FINISH RATING NOTES
100A GARAGE 3' - 0" x 7' - 0" x 1 3/4" F HM PRIMED F1 HM PAINT NOTES 1 & 2
100B GARAGE 10' - 0" x 12' - 0" x 2" OH - PFN - - - 8-10-26
100C GARAGE 10' - 0" x 12' - 0" x 2" OH - PFN - - -
100D GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -
100E GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -
100F GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -
100G GARAGE 10' - 0" x 9' - 0" x 2" OH - PFN - - -
NOTES:
1. DOOR PAINT BY OWNER
2. LOCKSET PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR, HINGES PROVIDED AND INSTALLED BY
CONTRACTOR
DOOR FRAME TYPES DOOR TYPES
SCALE:1/4" = 1'-0" SCALE: 1/4" = 1'-0"
2 HM DOOR HEAD
SCALE: 1 1/2" = 1'-0"
3 HM DOOR JAMB 9476.01
SCALE: 1 1/2" = 1'-0"
1 FLOOR PLAN
SCALE: 1/4" = 1'-0"
NORTH
etaD
#veR

100C 100D 100E 100G
100D 10 0E 100F
ROOF FRAMING
114' - 0"
12 3 12 3
12 3
FIRST FLOOR
100' - 0"
114' - 0"
EXHAUST FAN HOOD -
LOUVER -SE E MEC
PFN MTL ROOF
PNL
N
EXHA UST F A N
HOOD -SE E
MECH
ROOF FRAMING
114' - 0"
FIRST FLOOR
100' - 0"

1 2 3 4 5 6 7
PFN MTL ROOF PNL
ROOF FRAMING
114' -0"
PFN MTL WALL PNL
100B 100C
100D 100E 100F 100G
FIRST FLOOR
100' -0"
"8/1
11
-
'91
PFN OVERHEAD SECTIONAL DOORS -TYP
D C B A
PFN MTL ROOF PNL
12 12
3 3
ROOF FRAMING
114' -0"
PFN MTL WALL PNL
FIRST FLOOR
100' -0"
"8/1
11
-
'91
A B C D
PFN EDGE MTL
12 12
3 3
ROOF FRAMING
114' -0"
MTL SOFFIT -TYP
EXHAUST FAN HOOD -
SEE MECH
LOUVER -SEE MECH
FIRST FLOOR
100' -0"
"8/1
11
-
'91
100A
7 6 5 4 3 2 1
PFN MTL ROOF
PNL
ROOF FRAMING
114' -0"
PFN MTL WALL PNL
EXHAUST FAN
HOOD -SEE
MECH
FIRST FLOOR
100' -0"
"8/1
11
-
'91
E
N S E

D

P R O F E S S I O N A L A R C H

IT
E
C C
LI T









IOWA
project no.
sheet
tcejorp
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elbaliava
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tcejorp
siht
no
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dengised
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.cni
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tneilc
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JOHN T.
DEACY
A-8487
tvr.draagdlejkh_42TVR
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STS
SADI
520601\seliF
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54:91:4
6202/01/8
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106025
A2.1
2#
DIBER
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EGARAG
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SNOITAVELE
ROIRETXE
62-01-8
8-10-26
1
EAST ELEVATION
SCALE: 3/16" = 1'-0"
2 3
NORTH ELEVATION SOUTH ELEVATION
SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0"
9476.01
4
WEST ELEVATION
SCALE: 3/16" = 1'-0"
etaD
#veR

(BY OWNER)
2'-0" DIAMETER BY 6'-
FOOTING, TYP.
x8 GIRT, TYP.
EE 3/S2
TREATED 2x10
BASE SKIRT
FIFRIRSSTT FFLLOOOORR 110000' '- -0"0"
#4 BENT BARS
@ 12
#4 BARS @ 12" O.C.
EAC

1
1
1 1/2" METAL PANEL TREATED LVL COLUMN
GRADE 4" ROCK BASE
FIRST FLOOR FIRST FLOOR
100' -0" 100' -0" T/FTG
99' - 8"
WRAP COLUMN IN
PROTECTIVE PLASTIC
"6
-
'5
NMULOC
DEBME
DD
5" CONCRETE SLAB
OVERHEAD DOOR
TREATED 2x10 W/ #5 @ 12" O.C. EACH WAY
BASE SKIRT 5' - 0"
4" ROCK BASE 4" ROCK BASE
GRADE
FIRST FLOOR FIFRIRSSTT FFLLOOOORR
100' -0" 110000' '- -0"0"
#4 BENT BARS
@ 12" O.C.
1'-6"
#4 BARS @ 12" O.C.
EACH WAY
"6-'1
11 22 33 44 55 66 7
13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9"
L L L L L L L
V V V V V V V
L L L L L L L
4 4 4 4 4 4 4 1/ 1/ 1/ 1/ 1/ 1/ 1/
5 5 5 5 5 5 5 4x 4x 4x 4x 4x 4x 4x
1/ 1/ 1/ 1/ 1/ 1/ 1/
5 5 5 5 5 5 5
A A
L L
V V
L L 4 4
1/ 1/
5 5 4x 4x 1/ 1/ 5 5
2
B ROCK BASE FLOOR B
S1.1 (BY OWNER)
2'-0" DIAMETER BY 6'-0" DEEP 2'-0" DIAMETER BY 6'-0" DEEP
FOOTING, TYP. FOOTING, TYP.
5
S1.1
L L
V V
L L
4 4
1/ 1/
5 5 4x 4x
1/ 1/
5 5
C C
4
S1.1
NOTE: CONTRACTOR TO COORDINATE
LOCATION OF OVERHEAD DOOR
CONCRETE BASE, GB.67, WITH OWNER
L
V L 3
4x 5 1/ 4 L V L 4x 5 1/ 4 L V L 4x 5 1/ 4 L V L 5 1/ 4x 5 1/ 4 S1.1 4x 5 1/ 4 L V L 4x 5 1/ 4 L V L 4x 5 1/ 4 L V L
5
1/ GB.67
5
1/ GB.67
5
1/ GB.67 GB.67
5
1/ GB.67
5
1/ GB.67
5
1/
D D
7
11
11
2x8 GIRT, TYP.
SEE 3/S2.1
1 1/2" METAL PANEL
TREATED 2x10
BASE SKIRT
4" ROCK BASE
FIRST FLOOR FIRST FLOOR GRADE
100' -0" 100' -0" FIRST FLOOR FIRFSITR FSLOTO FRLOOR
100' -0" 100' -100"0' - 0"
3" VOID FORM
UNEXCAVATED SOIL
8" 8"
"2/1
1
-
'31
"2/1
1
-
'31
"2/1 1
- '31
D D D D D D D E E E E E E E
T T T T T T T A A A A A A A
E E E E E E E R R R R R R R
T T T T T T T
D D
4 E E T T A A S2.1 R E R E
T T
D D
E E T T
A A E E
R R
T T
T R E A T E D T R E A T E D T R E A T E D T R E A T E D T R E A T E D T R E A T E D T R E A T E D
(8) #5 VERTICAL BARS
W/ #3 CIRCULAR TIES
@ 10" O.C.
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)303(
:#
EP
project no.
sheet
tvr.moc.esecnamrofrep@regeajm_42TVR_TCURTS_egaraG
SADI
520601\stnemucoD\regeaJM\sresU\:C
MA
75:81:11
6202/7/8
428052
tcejorp
edam
gnieb
si gniward
siht
nward
setaicossa
mgh
yb
elbaliava
ni
tcejorp
siht
no esu
rof
.cni
mgh
htiw
ecnadrocca
dengised
rof
tnemeerga
.cni setaicossa
tneilc
mgh
.secivres
lanoissefforp
.C
N
I
SE
TA
I
CO
SSA
on
semussa
.cni setaicossa
siht
fo
esu
yna rof
ytilibail
devorppa
foereht
trap
yna ro
gniward
GNIYEVRUS
ERUTCETIHCRA
GNIREENIGNE
eht
htiw
ecnadrocca
ni
tpecxe
teehs
evoba
eht
fo smret
ahamo
sffulb
licnuoc
.tnemeerga
etad
106025
S1.1
LLM
2#
DIBER
GDLB
EGARAG
WEN
STS
SHH
72605
AI
,arodlE
,evA
notgnigdE
1123
JAM
SECIVRES
EVITARTSINIMDA
FO
TNEMTRAPED
AWOI
JAM
SLIATED
&
NALP
NOITADNUOF
62-01-80 NOTES:
T.O. 4" ROCK BASE EL = 100'-0", U.N.O.
1
T.O. FTG EL = 99'-8", U.N.O.
FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
NORTH
2 3 4 5 9476.01
FOUNDATION SECTION SECTION @ OH DOOR STOOP SECTION FOUNDATION SECTION
SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
etaD
#veR
8/10/26
R)

2
.1
PFN MTL ROOF
(SEE ARCH.) ON 1/2" PLYWOOD
ROOF SHEATHING
(3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4
(3) 1 3/4x9 1/4 3) 1 3/4x 9 1/4 (3) 1 3 /4x9 1/4 (3) 1 3/4x9 1 /4 3) 1 3/ 4x9 1/4 (3 ) 1 3/4x9 1/4
) "0 - '411 ( ) "0 - '411 ( 2x8 SPA 114' - 0" ) ( 114' - 0" ) ( 114' 2x4 BETW @ 4'-0" O PRE- - 0" ) RUSS ( 114' - 0" ) 4'-0" O.C. ( 114' - 0" ) ( 114' - 0" ) 4/1 9x4/3 1 )3( 4/1 9x4/3 1
EEN EACH T
.C. TYP.
2x8 HORIZONTALS
SPA CED @ 2'- 0" O. C.
ENGINEERED WOOD ROOF TRUSSES AT
( ) "0 - '411 ( ( 3) 1 3/4x9 1/4 (112'-10 3/4" (114'-0") (3) 1 3/4x (112'-10 3 (114'-0") 9 1/4 /4") (3) 1 3 (109'-1 (114'-0 /4x9 1/4 0 3/4") ") (109 (114 (3) 1 3/4x9 1 '-10 3/4") '-0") /4 (3) 1 3/ (109'-10 3/4 (114'-0") 4x9 1/4 ") (3 (109'- (114'- ) 1 3/4x9 1/4 10 3/4") 0") )3( 4/1 9x4/3 1 )3(
)
TRUSS BRG
0"
114' -
2x6
DESIGN LOADS
GRAVITY LOADS
ROOFS
LL BASED ON GROUND SNOW LOAD OF 25 PSF
(Ce = 1.0, Ct = 1.2, AND i = 0.8)**
PFN MTL ROOF PNL
SEE ARCH.) ON 1/2" PLYWOOD
** INCREASE LIVE LOAD FOR SNOW DRIFTING AS RQUIRED IN CONFORMANCE WITH
THE AMERICAN SOCIETY OF CIVIL ENGINEERS ANSI/ASCE 7- 16
WIND LOAD CRITERIA (2024 IBC)
BASE WIND SPEED (3 SECOND GUST),
'V' = 105 MPH
BUILDING CATEGORY I
IMPORTANCE FACTOR 'Iw' = 1'- 0"
EXPOSURE CATEGORY C
ROOF FRAMI NG
116' - 0"
ROOF FRAMING
116' - 0"
TRUSS BRG
0"
114' -
SIMPSON H2.5A
TYP. EACH TRUSS
(TREATED WOOD MEMBERS REQUIRED AT ALL LOCATIONS
WHERE WOOD IS IN CONTACT WITH GROUND)
WOOD ROOF TRUSS BY
TRUSS MANUFACTURER
COORD. OVERHEAD DOOR
SUPPORT WITH DOOR
SUPPLIER

A
2x4 BETWEEN EACH TRUSS
@ 4'-0" O.C. TYP. W/ SIMPSON
LUS24 HANGER EA. SIDE
TRUSS BRG
114' - 0"
SIMPSON H2.5A, TYP. 2x8 SPACED @ 2'-0" O.C. TYP. EACH TRUSS
CONNECTED W/ (2) SIMPSON SDS
SCREWS
HEADER W/ SIMPSON
CONCEALED FLANGE
HANGER EA. SIDE, SEE PLAN
1 1/2" GALV. METAL PANEL TREATED LVL COL, TYP.
A B C D
A B C D
PFN MTL ROOF PNL
(SEE ARCH.) ON 1/2" PLYWOOD
ROOF SHEATHING
3
S2.1
ROOF FRAMING ROOF FRAMING
116' -0" 116' -0"
TRUSS BRG
114' - 0"
SIMPSON H2.5A, TYP. SIMPSON H2.5A,
EACH TRUSS WOOD ROOF TRUSS BY TYP. EACH TRUSS
1 1/2" METAL PANEL
TRUSS MANUFACTURER
HEADER
SEE PLAN
HEADER
COORD. OVERHEAD DOOR
SEE PLAN
SUPPORT WITH DOOR 112' - 0"
SUPPLIER
OVERHEAD DOOR OPENING
1 1/2" METAL PANEL
"0
-
'2
2
S2.1
PFN MTL ROOF PNL
(SEE ARCH.) ON 1/2" PLYWOOD
ROOF SHEATHING
(3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4
( 114' - 0" ) ( 114' - 0" ) ( 114' - 0" ) ( 114' - 0" ) ( 114' - 0" ) ( 114' - 0" )
(3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4
(112'-10 3/4") (112'-10 3/4") (109'-10 3/4") (109'-10 3/4") (109'-10 3/4") (109'-10 3/4")
(114'-0") (114'-0") (114'-0") (114'-0") (114'-0") (114'-0")
4/1
9x4/3
1
)3(
4/1
9x4/3
1 )3(
4/1
9x4/3
1 )3(
) "0
- '411
(
) "0
-
'411
(
) "0
- '411
(
4/1
9x4/3
1
)3(
4/1
9x4/3
1 )3(
4/1
9x4/3
1 )3(
) "0
- '411
(
) "0
- '411
(
) "0
-
'411
(
11 22 33 44 55 66 7
13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9" 13' - 9"
A A
2x8 HORIZONTALS
SPACED @ 2'-0" O.C.
B B
PRE-ENGINEERED WOOD ROOF TRUSSES AT 4'-0" O.C.
C C
(3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4 (3) 1 3/4x9 1/4
D D
7
"2/1
1 -
'31
"2/1
1 -
'31
"2/1
1 -
'31
2x4 BETWEEN EACH TRUSS @ 4'-0" O.C. TYP.
B
2x6
(2) 2x6
NMULOC
LVL
NALP
EES
LVL
4/1
5x4/3
1
)2(
7' - 0"
"6
-
'5
ECNAMROFREP
gnireenignE
46186
EN
,ahamO
-
401
etiuS
,teertS
troF
11811
1693-343
)204(
:xaF
0693-343
)204(
5542AC-EN
40108
OC
,kcoR
eltsaC
-
A402
etiuS
,.tS
yrreP
993
2233-127
)303(
:#
EP
project no.
sheet
tvr.moc.esecnamrofrep@regeajm_42TVR_TCURTS_egaraG
SADI
520601\stnemucoD\regeaJM\sresU\:C
MA
75:81:11
6202/7/8
428052
tcejorp
edam
gnieb
si
gniward
siht
nward
setaicossa
mgh
yb
elbaliava
ni
tcejorp
siht
no
esu
rof
.cni
mgh
htiw
ecnadrocca
dengised
rof
tnemeerga
.cni
setaicossa
tneilc
mgh
.secivres
lanoissefforp
.C
N
I
SE
TA
I
CO
SSA
on
semussa
.cni
setaicossa
siht
fo
esu
yna
rof
ytilibail
devorppa
foereht
trap
yna
ro
gniward
GNIYEVRUS
ERUTCETIHCRA
GNIREENIGNE
eht
htiw
ecnadrocca
ni
tpecxe
teehs
evoba
eht
fo smret
ahamo
sffulb
licnuoc
.tnemeerga
etad
106025
S2.1
GDLB
EGARAG
WEN
STS
SHH
LLM
2#
DIBER
72605
AI
,arodlE
,evA
notgnigdE
1123
JAM
SECIVRES
EVITARTSINIMDA
FO
TNEMTRAPED
AWOI
JAM
SLIATED
&
NALP
GNIMARF
FOOR
62-01-80
3
TRUSS BEARING DETAIL
SCALE: 1" = 1'-0"
1
ROOF FRAMING PLAN
SCALE: 3/16" = 1'-0"
NORTH
4
MECH. LOUVER FRAMING
SCALE: 1/2" = 1'-0"
GENERAL STRUCTURAL NOTES:
A. DESIGN CRITERIA:
DESIGN CODE: IBC 2024
DESIGN LOADS
GRAVITY LOADS
ROOFS DL = 10 PSF
LL BASED ON GROUND SNOW LOAD OF 25 PSF
(Ce = 1.0, Ct = 1.2, AND i = 0.8)**
** INCREASE LIVE LOAD FOR SNOW DRIFTING AS RQUIRED IN CONFORMANCE WITH
THE AMERICAN SOCIETY OF CIVIL ENGINEERS ANSI/ASCE 7-16
WIND LOAD CRITERIA (2024 IBC)
BASE WIND SPEED (3 SECOND GUST),
'V' = 105 MPH
BUILDING CATEGORY I
IMPORTANCE FACTOR 'Iw' = 1'-0"
EXPOSURE CATEGORY C
CONCRETE 28 DAY STRENGTH F'C = 4,000 PSI
ALLOWABLE SOIL BEARING CAPACITY 1,500 PSF (ASSUMED MINIMUM)
WOOD MEMBERS DOUGLAS FIR LARCH NO. 2 MINIMUM
(TREATED WOOD MEMBERS REQUIRED AT ALL LOCATIONS
WHERE WOOD IS IN CONTACT WITH GROUND)
9476.0
1
2
TRUSS SECTION
SCALE: 1/2" = 1'-0"
etaD
#veR
8/10/26

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