2-Springfield Twp - Revised Plan Set - (08-11-2026).pdf
PDF 2 MB Posted
- Attached to
- Equipment Storage Building
- Solicitation number
- Not on record
- Issued by
- Indiana County, Pennsylvania
About this file
This is a revised plan set document for an equipment storage building to be constructed by Springfield Township in Huntingdon County, Pennsylvania, located at 22689 Wible Reunion Road, Three Springs, PA 17264. The project encompasses a one-story, 2,968 square-foot equipment garage with unconditioned space constructed as IBC Type VB occupancy (Use Group S-1). The facility design includes a concrete slab foundation with thickened edges reinforced with 6x6 W4.0xW4.0 welded wire fabric, four-ply 2x8 treated wood posts supporting the structure, prefabricated wood trusses at 2-foot on-center spacing, metal roof panels with 4:12 pitch, vertical ribbed metal exterior siding, and four 16-foot by 14-foot overhead doors. The structure measures 74 feet by 100 feet with a clear height of 16 feet. Site work includes a 5-foot by 5-foot reinforced concrete equipment pad, a 16-foot by 16-foot ADA-accessible parking pad with van-accessible signage, and a 5-foot concrete apron. The project is subject to International Building Code (IBC) 2018, International Energy Conservation Code (IECC) 2018, and Life Safety Code NFPA 101, with compliance required for ADA accessibility per ICC/ANSI A117.1-2009. The revised plan set, dated June 9, 2026, was prepared by CES Engineering, LLC and includes architectural, structural, civil, environmental, and electrical drawings with floor plans, elevations, cross-sections, foundation details, and electrical specifications.
The electrical system includes a 100-amp main lug sub-panel fed from an existing 400-amp service in an adjacent structure, four 16-foot by 14-foot overhead doors with operators on individual 20-amp circuits, LED motion sensor strip lighting suspended from roof trusses, emergency lighting with battery backup units, duplex receptacles with NEMA 3R enclosures, and wire runs via 12-2 copper NM-B Romex with ground. All electrical work must comply with the 2014 National Electrical Code (NEC) with local amendments and IBC 2015 standards. The foundation design features earth-formed concrete collar encasements with 4-foot by 2-foot reinforced concrete piers and 6-foot by 4-foot by 12-inch thick isolated pad concrete footings bearing on virgin soil a minimum of 4 feet 6 inches below finished grade, with a minimum soil bearing capacity of 2,500 psf. Concrete specifications require f'c = 3,000 psi for foundations, 3,500 psi for walls, and 4,000 psi for floor slabs, all incorporating air-entraining admixture for freeze-thaw protection. The project documents include detailed reinforcement schedules, splice requirements per ACI 318, construction joint specifications, and design loads including 115 mph wind exposure Category C, 35 psf roof snow load, and seismic coefficient Av less than 0.05. Materials include treated yellow pine structural lumber rated 2400F-1.7E, Simpson Strong Tie hurricane ties, GRK Fastener rugged structural wood screws, and Perma Column precast columns with moment-resisting steel brackets.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
GARAGE
E S
C
CE
S
EN
G
IN
EE
RI
NG
, L
LC
"P
U
TT
IN
G
Y O
U F
IR
S
T"
H U
N
TI
N G
D O
N , P
A
M cC
O N
N E
LL
S
B U
R G
, P A
S P
R
IN
G F
IE
L D
T O
W N
S H
IP
E
Q U
IP
M
E N
T G
A R
A G
E f o r
A 1.1
FLOOR PLAN
GENERAL NOTES
FACILITY & CODE INFORMATION
NO SCALE
LOCATION MAP
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
AREA OF FACILITY:
LIFE SAFETY:
GROSS SQ. FT.
PROJECT NAME:
PROJECT LOCATION:
MUNICIPALITY & COUNTY:
APPLICABLE CODES:
OCCUPANCY CLASSIFICATION:
SITE
SYMBOLS & NOTES LEGEND
ADA ACCESSIBILITY SIGNAGE
ACCESSIBILITY NOTES
EXIT
AutoCAD SHX Text 40'-0"
AutoCAD SHX Text 7'-10 1/2"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 7'-10 1/2"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
OVERALL
AutoCAD SHX Text 74'-3"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text
OVERALL
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 40'-0"
AutoCAD SHX Text
OVERALL
AutoCAD SHX Text
TYP. CONC. SLAB CONST.
AutoCAD SHX Text 6" CONC. SLAB REINF. W/ 6x6 W4.0xW4.0 W.W.F.
AutoCAD SHX Text
10 MIL VAPOR BARRIER
AutoCAD SHX Text
6" STONE BASE (2A MOD.)
AutoCAD SHX Text 100'-0"
AutoCAD SHX Text
FIN. FL.
AutoCAD SHX Text
UNCONDITIONED SPACE
AutoCAD SHX Text
AutoCAD SHX Text A3.1
AutoCAD SHX Text
AutoCAD SHX Text A3.1
AutoCAD SHX Text 3 x7 HALF GLASS STL. DOOR & DOOR FRAME. PROVIDE LEVER HDWR. W/ LOCK
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A3.1
AutoCAD SHX Text 6x6 TREATED WD. POST TYP.
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST TYP.
AutoCAD SHX Text 6x6 TREATED WD. POST TYP.
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST TYP.
AutoCAD SHX Text 7'-10 1/2"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 7'-10 1/2"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
AutoCAD SHX Text (3)-1 3/4"x14" 2.0E LVL EAVE BEAM
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST TYP.
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST TYP.
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
WP
AutoCAD SHX Text 5'-0"x5'-0"x5" THK. REINF. CONC. PAD W/ THICKENED EDGES OVER 5" STONE BASE (2A MOD.)
AutoCAD SHX Text
FE
AutoCAD SHX Text
FE
AutoCAD SHX Text (3)-1 3/4"x14" 2.0E LVL EAVE BEAM
AutoCAD SHX Text (3)-1 3/4"x14" 2.0E LVL EAVE BEAM
AutoCAD SHX Text (3)-1 3/4"x14" 2.0E LVL EAVE BEAM
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 16'x14' OVHD
AutoCAD SHX Text 16'x14' OVHD
AutoCAD SHX Text 16'x14' OVHD
AutoCAD SHX Text 16'x14' OVHD
AutoCAD SHX Text (3)-1 3/4"x9 1/4" 2.0E LVL EAVE BEAM
AutoCAD SHX Text (3)-1 3/4"x9 1/4" 2.0E LVL EAVE BEAM
AutoCAD SHX Text 74'-3"
AutoCAD SHX Text 8'-2"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-2"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-2"
AutoCAD SHX Text
OVERALL
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text DRAWING No.:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT REVISION
AutoCAD SHX Text PROJECT No:
AutoCAD SHX Text
DRAWING DESCRIPTION:
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
LEE S. ZEGER III, P.E.
AutoCAD SHX Text 7910 Sunrise Camp Road
AutoCAD SHX Text Phone: (717) 491-9730
AutoCAD SHX Text E-mail: lzeger@ces-engr.com
AutoCAD SHX Text Huntingdon, Pa. 16652
AutoCAD SHX Text
JEREMY B. FLETCHER, PLS
AutoCAD SHX Text 1350 Lincoln Way E.
AutoCAD SHX Text Phone: (717) 485-5440
AutoCAD SHX Text E-mail: jfletcher@ces-engr.com
AutoCAD SHX Text McConnellsburg, Pa. 17233
AutoCAD SHX Text
C 2024 CES ENGINEERING, LLC
AutoCAD SHX Text ALL PLANS, SPECIFICATIONS, AND ELECTRONIC FILES RELATED TO THIS PROJECT ARE PROJECT SPECIFIC AND ARE THE PROPERTY OF CES ENGINEERING, LLC.
AutoCAD SHX Text ALL COMMON LAW, STATUTE, AND OTHER RESERVED RIGHTS ARE RESERVED BY CES ENGINEERING, LLC
AutoCAD SHX Text ANY USE OF THE DESIGN IN WHOLE OR PART OR REPRODUCTION OF THE MATERIAL HEREIN WITHOUT THE WRITTEN CONSENT OF CES ENGINEERING, LLC IS PROHIBITED AND SUBJECT TO LEGAL PROSECUTION
AutoCAD SHX Text
JUNE 09, 2026
AutoCAD SHX Text
FLOOR PLAN
AutoCAD SHX Text
LSZ
AutoCAD SHX Text 13089-04-01
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
22689 WIBLE REUNION RD, THREE SPRINGS, PA 17264
AutoCAD SHX Text
SPRINGFIELD TOWNSHIP, HUNTINGDON COUNTY
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text ALL INFORMATION (DIMENSIONS, NOTES, DETAILS, ETC.) SHOWN ON THE PLANS ARE FOR THE CONTRACTOR'S ASSISTANCE IN THE CONSTRUCTION OF THIS PROJECT. DO NOT SCALE THESE DRAWINGS. REPRODUCTIONS MAY BE SKEWED DUE TO PRINTING, COPYING, ETC.
AutoCAD SHX Text GENERAL CONTRACTOR SHALL ENSURE MUTUAL COMPATIBILITY & NON-DETRIMENTAL/NON-CORROSIVE INTERACTION & EFFECT OF ALL INDIVIDUAL CONSTRUCTION COMPONENTS, MATERIALS, TREATMENTS, FASTENERS, ETC. WITH ALL OTHER RELATED OR ADJACENT CONSTRUCTION COMPONENTS, MATERIALS, TREATMENTS, FASTENERS, ETC. AS PROVIDED ON THIS PROJECT WITHIN THE REQUIRED CONSTRUCTION ASSEMBLIES.
AutoCAD SHX Text 2.
AutoCAD SHX Text 1.
AutoCAD SHX Text 3.
AutoCAD SHX Text ALL NEW MATERIALS, ASSEMBLIES, PROCEDURES, AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST PRINTED INSTRUCTIONS/SPECIFICATIONS AND COMPLY WITH ALL CODE REQUIREMENTS AND FUNCTIONAL INTENT.
AutoCAD SHX Text 4.
AutoCAD SHX Text 5.
AutoCAD SHX Text 6.
AutoCAD SHX Text ALL CONSTRUCTION SHALL MEET OR EXCEED THE MOST STRINGENT APPLICABLE LOCAL, STATE, & FEDERAL BUILDING CODES, REGULATIONS, & REQUIREMENTS NOT WITHSTANDING ANY CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND/OR DETAILS. VERIFY ALL DISCREPANCIES W/ ENGINEER PRIOR TO BIDDING THE PROJECT & THE COMMENCEMENT OF ANY WORK THEREON.
AutoCAD SHX Text OWNER & CONTRACTOR SHALL REVIEW, VERIFY, AND CO-ORDINATE ALL DIMENSIONS, TOLERANCES, CONSTRUCTION CONDITIONS, CLEARANCES, ETC. PRIOR TO THE COMMENCEMENT OF ANY WORK.
AutoCAD SHX Text ALL DIMENSIONS ARE GIVEN TO FACE OF FRAMING, FACE OF MASONRY, OR CENTERLINE OF STEEL UNLESS NOTED OTHERWISE. DIMENSIONS FOR EXIST. CONDITIONS MAY EFFECT LAYOUT OF NEW CONSTRUCTION THEREFORE ALL EXIST. DIMENSIONS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF WORK FOR EACH PHASE.
AutoCAD SHX Text PROVIDE TEMPORARY PINNING, SHORING, BRACING, SUPPORT, ETC. AS REQ'D TO MAINTAIN STRUCTURAL INTEGRITY OF NEW AND/OR EXISTING CONSTRUCTION THROUGHOUT ALL PHASES OF WORK.
AutoCAD SHX Text 7.
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text N
AutoCAD SHX Text
ONE STORY
AutoCAD SHX Text
AUTOMATIC FIRE ALARM
AutoCAD SHX Text
EMERGENCY LIGHTING
AutoCAD SHX Text
AUTOMATIC SPRINKLER
AutoCAD SHX Text
MANUAL FIRE ALARM
AutoCAD SHX Text
EQUIPMENT GARAGE
AutoCAD SHX Text
NOT REQ'D
AutoCAD SHX Text
NOT REQ'D
AutoCAD SHX Text
NOT REQ'D
AutoCAD SHX Text
NOT REQ'D
AutoCAD SHX Text
2,968± SF < 5,000 SF ALLOWED
AutoCAD SHX Text
I.C.C. INTERNATIONAL CODE COUNCIL/ANSI A117.1-2009
AutoCAD SHX Text
I.B.C. INTERNATIONAL BUILDING CODE-2018
AutoCAD SHX Text EQUIPMENT GARAGE for SPRINGFIELD TOWNSHIP
AutoCAD SHX Text
22689 WIBLE REUNION ROAD THREE SPRINGS, PA 17264
AutoCAD SHX Text
SPRINGFIELD TOWNSHIP, HUNTINGDON COUNTY
AutoCAD SHX Text
I.E.C.C. INTERNATIONAL ENERGY CONSERVATION CODE-2018
AutoCAD SHX Text
I.R.C. INTERNATIONAL RESIDENTIAL CODE-2018
AutoCAD SHX Text
LIFE SAFETY CODE - NFPA 101
AutoCAD SHX Text
I.E.B.C. INTERNATIONAL EXISTING BUILDING CODE-2018
AutoCAD SHX Text
I.B.C. - TYPE VB
AutoCAD SHX Text
I.B.C. - USE GROUP - S-1 (EQUIPMENT GARAGE)
AutoCAD SHX Text
LEVEL 1
AutoCAD SHX Text
LEVEL 2
AutoCAD SHX Text
LEVEL 3
AutoCAD SHX Text
WP
AutoCAD SHX Text
WEATHER PROOF EXTERIOR EMERGENCY REMOTE HEAD WIRE TO BATTERY PACK
AutoCAD SHX Text
EXIT
AutoCAD SHX Text ILLUMINATED EXIT SIGN W/ DUAL HEAD EMERGENCY LIGHTING PAK W/ REMOTE BATTERY BACKUP
AutoCAD SHX Text
10# ABC TYPE FIRE EXTINGUISHER W/ MIN. 2-A/10-B RATING, SURFACE MOUNTED
AutoCAD SHX Text F.E.
AutoCAD SHX Text
INSTALL SIGNAGE PER ICC/ANSI A117.1-2009.
AutoCAD SHX Text
NOTE -
AutoCAD SHX Text PROVIDE SIGNAGE AS REQ''D THAT COMPLIES WITH ICC/ANSI A117.1-2009 SECTION 703 AT ALL ACCESSIBLE FEATURES.
AutoCAD SHX Text ALL ACCESSIBILITY FEATURES SHOWN COMPLY WITH I.B.C.-2009 CHAPTER 11 "ACCESSIBILITY" AND/OR ICC/ANSI A117.1-2009 REQUIREMENTS FOR STATE AND LOCAL CODE APPROVALS AS REQ'D AND SOME FEATURES MAY NOT COMPLY WITH AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES THEREFORE, THE MORE STRINGENT GUIDELINES SHOULD BE FOLLOWED.
AutoCAD SHX Text TACTILE SIGNAGE STATING "EXIT" SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY & EXIT DISCHARGE. VERIFY MOUNTING LOCATION & HTS. PER ICC/ANSI A117.1-2009.
AutoCAD SHX Text 5/8" - 2"
AutoCAD SHX Text 16 - 51
AutoCAD SHX Text
3/8" MIN.
AutoCAD SHX Text 9.5
AutoCAD SHX Text
3/8" MIN.
AutoCAD SHX Text 9.5
AutoCAD SHX Text 3" - 4"
AutoCAD SHX Text
CHARACTER HT.
AutoCAD SHX Text
POSITION OF BRAILLE
AutoCAD SHX Text
BASELINE OF BRAILLE CELLS
AutoCAD SHX Text TACTILE SIGNS SHALL CONTAIN BOTH RAISED CHARACTERS & BRAILLE. SIGNS TO BE MOUNTED 48" MIN. & 60" MAX. ABOVE FIN. FL. MEASURED TO THE BASELINE OF THE BRAILLE CELLS & ALONGSIDE DOOR 9" MAX. FROM THE LATCH SIDE OF DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL.
AutoCAD SHX Text DUAL HEAD EMERGENCY LIGHTING PAK W/ REMOTE BATTERY BACKUP & (4) HEAD REMOTE CAPACITY.
S
C
CE
S
EN
G
IN
EE
RI
NG
, L
LC
"P
U
TT
IN
G
Y O
U F
IR
S
T"
H U
N
TI
N G
D O
N , P
A
M cC
O N
N E
LL
S
B U
R G
, P A
S P
R
IN
G F
IE
L D
T O
W N
S H
IP
E
Q U
IP
M
E N
T G
A R
A G
E f o r
A 2.1
SOUTH ELEVATION EAST ELEVATION
NORTH ELEVATION WEST ELEVATION
AutoCAD SHX Text
VERT. RIBBED MTL. SIDING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text O.H.
AutoCAD SHX Text
LINE OF APPROX. FIN. GRADE TYP.
AutoCAD SHX Text
LINE OF APPROX. FIN. GRADE TYP.
AutoCAD SHX Text
VERT. RIBBED MTL. SIDING
AutoCAD SHX Text
MTL. ROOF PANEL
AutoCAD SHX Text
VERT. RIBBED MTL. SIDING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text O.H.
AutoCAD SHX Text
LINE OF APPROX. FIN. GRADE TYP.
AutoCAD SHX Text
LINE OF APPROX. FIN. GRADE TYP.
AutoCAD SHX Text
VERT. RIBBED MTL. SIDING
AutoCAD SHX Text
MTL. ROOF PANEL
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text DRAWING No.:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT REVISION
AutoCAD SHX Text PROJECT No:
AutoCAD SHX Text
DRAWING DESCRIPTION:
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
LEE S. ZEGER III, P.E.
AutoCAD SHX Text 7910 Sunrise Camp Road
AutoCAD SHX Text Phone: (717) 491-9730
AutoCAD SHX Text E-mail: lzeger@ces-engr.com
AutoCAD SHX Text Huntingdon, Pa. 16652
AutoCAD SHX Text
JEREMY B. FLETCHER, PLS
AutoCAD SHX Text 1350 Lincoln Way E.
AutoCAD SHX Text Phone: (717) 485-5440
AutoCAD SHX Text E-mail: jfletcher@ces-engr.com
AutoCAD SHX Text McConnellsburg, Pa. 17233
AutoCAD SHX Text
C 2024 CES ENGINEERING, LLC
AutoCAD SHX Text ALL PLANS, SPECIFICATIONS, AND ELECTRONIC FILES RELATED TO THIS PROJECT ARE PROJECT SPECIFIC AND ARE THE PROPERTY OF CES ENGINEERING, LLC.
AutoCAD SHX Text ALL COMMON LAW, STATUTE, AND OTHER RESERVED RIGHTS ARE RESERVED BY CES ENGINEERING, LLC
AutoCAD SHX Text ANY USE OF THE DESIGN IN WHOLE OR PART OR REPRODUCTION OF THE MATERIAL HEREIN WITHOUT THE WRITTEN CONSENT OF CES ENGINEERING, LLC IS PROHIBITED AND SUBJECT TO LEGAL PROSECUTION
AutoCAD SHX Text
JUNE 09, 2026
AutoCAD SHX Text
EXTERIOR ELEVATIONS
AutoCAD SHX Text
LSZ
AutoCAD SHX Text 13089-04-01
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
22689 WIBLE REUNION RD., THREE SPRINGS, PA. 17264
AutoCAD SHX Text
SPRINGFIELD TOWNSHIP, HUNTINGDON COUNTY
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text PROVIDE GUTTERS & DOWNSPOUTS AS REQ'D TO CONTROL RAINWATER RUNOFF (NOT SHOWN FOR CLARITY)
NOTE:
CROSS SECTION1
A3.1
EAVE DETAILA
A3.1
ELEV. "A"
WALL SECTION2
A3.1
ELEV. "B"
ELEV. "C"
E S
C
CE
S
EN
G
IN
EE
RI
NG
, L
LC
"P
U
TT
IN
G
Y O
U F
IR
S
T"
H U
N
TI
N G
D O
N , P
A
M cC
O N
N E
LL
S
B U
R G
, P A
S P
R
IN
G F
IE
L D
T O
W N
S H
IP
E
Q U
IP
M
E N
T G
A R
A G
E f o r
A 3.1
CROSS SECTIOND
A3.1
AutoCAD SHX Text 2x4 ROOF PURLINS @ 24" O.C. TYP.
AutoCAD SHX Text
PRE-FAB/PRE-ENG TRUSSES @ 2'-0" O.C. TYP.
AutoCAD SHX Text
26 GA. MTL. ROOF PANELS
AutoCAD SHX Text
TYP. SLOPED ROOF CONST.
AutoCAD SHX Text
UNCONDITIONED SPACE
AutoCAD SHX Text
TRUSS WEBBING PER TRUSS MFR.
AutoCAD SHX Text A
AutoCAD SHX Text A3.1
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 24"
AutoCAD SHX Text
100'-0" DATUM
AutoCAD SHX Text
FIN. FL.
AutoCAD SHX Text 116'-0"
AutoCAD SHX Text
TRUSS BRG.
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text
"SIMPSON" STRONG TIE HURRICANE TIE (H3) TYP.
AutoCAD SHX Text 24"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
24" EARTH-FORMED CONC.COLLAR ENCASEMENT
AutoCAD SHX Text
DRIP EDGE
AutoCAD SHX Text 2x6 TREATED WD. PERIMETER KICK BD.
AutoCAD SHX Text 2x6 WALL GIRTS @ 24" O.C. TYP.
AutoCAD SHX Text
VERT. RIBBED MTL. SIDING (26 GA. MIN.)
AutoCAD SHX Text 2x_ ROUGH FASCIA BD. W/ ALUM. COVER TYP.
AutoCAD SHX Text
LINE OF APPROX. FIN. GRADE TYP.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 12"
AutoCAD SHX Text O.H.
AutoCAD SHX Text
VENTED SOFFIT PANEL TYP.
AutoCAD SHX Text
TYP. CONC. SLAB CONST.
AutoCAD SHX Text 6" CONC. SLAB W/ THICKENED EDGES REINF. W/ 6x6 W4.0xW4.0 W.W.F.
AutoCAD SHX Text
6" STONE BASE (2A MOD.)
AutoCAD SHX Text 4-PLY 2x8 YELLOW PINE 2400F-1.7E STRUCTURAL TREATED WD. POST TYP.
AutoCAD SHX Text 4-PLY 2x8 YELLOW PINE (2400F-1.7IE) STRUCTURAL TREATED WD. POST TYP.
AutoCAD SHX Text
UNCONDITIONED SPACE
AutoCAD SHX Text O.H.
AutoCAD SHX Text 1 3/4"x9 1/4" 2.0E LVL CONT. EAVE BEAM. SEE ELEV. "A" SHEET A3.1 FOR SECURING DESCRIPTION
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
DOUBLE BUBBLE FOIL INSULATION
AutoCAD SHX Text
10 MIL. VAPOR BARRIER
AutoCAD SHX Text 12" LONG 2x6 TREATED WD. EAVE BEAM BLOCKING ON INSIDE @ POST LOCATIONS TYP. SECURE W/ (4)-5/16"x4" LONG RSS SCREWS. SEE ELEV. "A" SHEET A2.1 FOR DESCRIPTION
AutoCAD SHX Text 12" LONG 2x6 TREATED WD. BLOCKING ON OUTSIDE OF POST TO SLAB TYP. SECURE W/ 5/16"x4" LONG RSS SCREWS @ 48" O.C.
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
100'-0" DATUM
AutoCAD SHX Text
FIN. FL.
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text 4'-0"x2'-0" CONC. PIER REINF. W/ (14)-#6 VERT. BARS & #4 TIE BARS
AutoCAD SHX Text
"PERMA COLUMN" MOMENT-RESISTING STL. BRACKET
AutoCAD SHX Text
"PERMA COLUMN" PRECAST COLUMN (PC8400) ENCASED IN CONC. PIER
AutoCAD SHX Text (3)-1 3/4"x14" 2.0E LVL BY-PASS EAVE BEAM. SECURE TO STRUCTURAL POST W/ (3)-5/16"x5 1/8" GRK FASTENER STAR DRIVE WASHER HEAD RUGGED STRUCTURAL WOOD SCREW (RSS) BOTH INTERIOR & EXTERIOR FACE OF POST
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text B
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text C
AutoCAD SHX Text
"SIMPSON" STRONG TIE HURRICANE TIE (H14) TYP. EACH TRUSS
AutoCAD SHX Text D
AutoCAD SHX Text A3.1
AutoCAD SHX Text NOTCH POST AS REQ'D TO SEAT EAVE BEAM FLUSH W/ OUTSIDE FACE OF POST TYP. EACH FRONT WALL POST.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text A
AutoCAD SHX Text
VENTED SOFFIT PANEL TYP.
AutoCAD SHX Text
"SIMPSON" STRONG TIE HURRICANE TIE (H3) TYP.
AutoCAD SHX Text
TYP. SLOPED ROOF CONST.
AutoCAD SHX Text 116'-0"
AutoCAD SHX Text
TRUSS BRG.
AutoCAD SHX Text
HEEL
AutoCAD SHX Text 12"
AutoCAD SHX Text O.H.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
4-PLY 2X8 YELLOW PINE STRUCTURAL 2400F-1.7E TREATED WD. POST @ SIDEWALLS TYP.
AutoCAD SHX Text 1 3/4"x9 1/4" 2.0E LVL CONT. EAVE BEAM. SPLICE @ POST LOCATIONS ONLY. SECURE TO POST W/ (3)-5/16"x4" LONG RSS SCREWS EACH BEAM. NOTCH POST AS REQ'D TO SEAT OUTSIDE EAVE BEAM TYP. EACH SIDE WALL POST
AutoCAD SHX Text 4-PLY 2x8 TREATED 2400F-1.7E WD. POST TYP.
AutoCAD SHX Text 5/16"x4" LONG "GRK FASTENER" ROUND HEAD RUGGED STRUCTURAL WOOD SCREW (RSS) TYP.
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
SPLICE
AutoCAD SHX Text 1 3/4"x9 1/4" 2.0E LVL EAVE BEAM
AutoCAD SHX Text 1 3/4"x9 1/4" 2.0E LVL EAVE BEAM
AutoCAD SHX Text 3"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 24"
AutoCAD SHX Text
24" EARTH-FORMED CONC.COLLAR ENCASEMENT
AutoCAD SHX Text 2x4 WALL GIRTS @ 24" O.C. TYP.
AutoCAD SHX Text
VERT. RIBBED MTL. SIDING (26 GA. MIN.)
AutoCAD SHX Text GABLE END TRUSS W/ 2x4 WALL GIRTS @ 24" O.C.
AutoCAD SHX Text
TYP. CONC. SLAB CONST.
AutoCAD SHX Text 6" CONC. SLAB W/ THICKENED EDGES REINF. W/ 6x6 W4.0xW4.0 W.W.F.
AutoCAD SHX Text
6" STONE BASE (2A MOD.)
AutoCAD SHX Text 2x10 S.P.F #2 CONT. EAVE BEAM EACH SIDE OF POST TYP. SECURE TO POST W/ (2) RSS SCREWS ON EA. SIDE OF SPLICE @ EA. POST.
AutoCAD SHX Text 6x6 YELLOW PINE STRUCTURAL TREATED WD. POST TYP.
AutoCAD SHX Text 2x6 WALL GIRTS @ 24" O.C. TYP.
AutoCAD SHX Text
VERT. RIBBED MTL. SIDING (26 GA. MIN.)
AutoCAD SHX Text
DRIP EDGE
AutoCAD SHX Text 2x6 TREATED WD. PERIMETER KICK BD.
AutoCAD SHX Text
10 MIL. VAPOR BARRIER
AutoCAD SHX Text
"PERMA COLUMN" PRECAST COLUMN (PC8400) ENCASED IN CONC. PIER
AutoCAD SHX Text 4-PLY 2x8 TREATED 2400F-1.7E WD. POST TYP.
AutoCAD SHX Text 5/16"x4" LONG "GRK FASTENER" ROUND HEAD RUGGED STRUCTURAL WOOD SCREW (RSS) TYP.
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
SPLICE
AutoCAD SHX Text 1 3/4"x14" 2.0E LVL EAVE BEAM
AutoCAD SHX Text 1 3/4"x14" 2.0E LVL EAVE BEAM
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 12" LONG 2x6 EAVE BEAM SUPPORT BLOCKING
AutoCAD SHX Text 6"
AutoCAD SHX Text 5/16"x4" LONG "GRK FASTENER" ROUND HEAD RUGGED STRUCTURAL WOOD SCREW (RSS) TYP.
AutoCAD SHX Text 12"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 4-PLY 2x8 TREATED 2400F-1.7E WD. POST TYP.
AutoCAD SHX Text 5/16"x4" LONG "GRK FASTENER" ROUND HEAD RUGGED STRUCTURAL WOOD SCREW (RSS) TYP.
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
SPLICE
AutoCAD SHX Text 1 3/4"x14" 2.0E LVL EAVE BEAM
AutoCAD SHX Text 1 3/4"x14" 2.0E LVL EAVE BEAM
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 24"
AutoCAD SHX Text
24" EARTH-FORMED CONC.COLLAR ENCASEMENT TYP.
AutoCAD SHX Text
(2)-#4 BARS 16" LONG THRU POST TYP.
AutoCAD SHX Text
6" THK. PRE-FORMED CONC. COOKIE BASE TYP.
AutoCAD SHX Text
LINE OF APPROX. FIN. GRADE TYP.
AutoCAD SHX Text 2x6 TREATED WD. PERIMETER KICK BD. TYP.
AutoCAD SHX Text 6"
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text EAVE BEAM SCREW PATTERNS SHOWN ON ELEV. "A" ARE REPLICATED AT BOTH INSIDE & OUTSIDE OF POSTS
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text DRAWING No.:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT REVISION
AutoCAD SHX Text PROJECT No:
AutoCAD SHX Text
DRAWING DESCRIPTION:
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
LEE S. ZEGER III, P.E.
AutoCAD SHX Text 7910 Sunrise Camp Road
AutoCAD SHX Text Phone: (717) 491-9730
AutoCAD SHX Text E-mail: lzeger@ces-engr.com
AutoCAD SHX Text Huntingdon, Pa. 16652
AutoCAD SHX Text
JEREMY B. FLETCHER, PLS
AutoCAD SHX Text 1350 Lincoln Way E.
AutoCAD SHX Text Phone: (717) 485-5440
AutoCAD SHX Text E-mail: jfletcher@ces-engr.com
AutoCAD SHX Text McConnellsburg, Pa. 17233
AutoCAD SHX Text
C 2024 CES ENGINEERING, LLC
AutoCAD SHX Text ALL PLANS, SPECIFICATIONS, AND ELECTRONIC FILES RELATED TO THIS PROJECT ARE PROJECT SPECIFIC AND ARE THE PROPERTY OF CES ENGINEERING, LLC.
AutoCAD SHX Text ALL COMMON LAW, STATUTE, AND OTHER RESERVED RIGHTS ARE RESERVED BY CES ENGINEERING, LLC
AutoCAD SHX Text ANY USE OF THE DESIGN IN WHOLE OR PART OR REPRODUCTION OF THE MATERIAL HEREIN WITHOUT THE WRITTEN CONSENT OF CES ENGINEERING, LLC IS PROHIBITED AND SUBJECT TO LEGAL PROSECUTION
AutoCAD SHX Text
JUNE 09, 2026
AutoCAD SHX Text
CROSS SECTIONS
AutoCAD SHX Text
& DETAILS
AutoCAD SHX Text
LSZ
AutoCAD SHX Text 13089-04-01
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
22689 WIBLE REUNION RD., THREE SPRINGS, PA. 17264
AutoCAD SHX Text
SPRINGFIELD TOWNSHIP, HUNTINGDON COUNTY
AutoCAD SHX Text
SCALE: 3/8" = 1'-0"
TYP. @ REAR & SIDEWALL POSTS
A A
FOUNDATION PLAN
REINFORCEMENT SPLICE SCHEDULE
CONTROL JOINT DETAILA
S1.1
PIER & FOOTING SCHEDULE
E S
C
CE
S
EN
G
IN
EE
RI
NG
, L
LC
"P
U
TT
IN
G
Y O
U F
IR
S
T"
H U
N
TI
N G
D O
N , P
A
M cC
O N
N E
LL
S
B U
R G
, P A
S P
R
IN
G F
IE
L D
T O
W N
S H
IP
E
Q U
IP
M
E N
T G
A R
A G
E f o r
S 1.1
PIER / FTG. SECTION (P-2 / F-6)A
S1.1
SECTION A - A
AutoCAD SHX Text
TYP. CONC. SLAB CONST.
AutoCAD SHX Text 6" CONC. SLAB REINF. W/ 6x6 W4.0xW4.0 W.W.F.
AutoCAD SHX Text
10 MIL VAPOR BARRIER
AutoCAD SHX Text
6" STONE BASE (2A MOD.)
AutoCAD SHX Text 100'-0"
AutoCAD SHX Text
FIN. FL.
AutoCAD SHX Text
UNCONDITIONED SPACE
AutoCAD SHX Text P-2
AutoCAD SHX Text F-6
AutoCAD SHX Text P-2
AutoCAD SHX Text F-6
AutoCAD SHX Text P-2
AutoCAD SHX Text F-6
AutoCAD SHX Text P-2
AutoCAD SHX Text F-6
AutoCAD SHX Text P-2
AutoCAD SHX Text F-6
AutoCAD SHX Text 99'-6"
AutoCAD SHX Text
TOP OF CONC. ENCASEMENT TYP.
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST TYP.
AutoCAD SHX Text 24" EARTH-FORMED CONC.ENCASEMENT TYP. SEAT @ 4'-6" MIN. BELOW FIN. GRADE ON VIRGIN SOIL TYP. SEE DETAIL D/A3.1 FOR DESCRIPTION
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST TYP.
AutoCAD SHX Text 24" EARTH-FORMED CONC. ENCASEMENTTYP. SEAT @ 4'-6" MIN. BELOW FIN. GRADE ON VIRGIN SOIL TYP.
AutoCAD SHX Text 6x6 TREATED WD. POST TYP.
AutoCAD SHX Text 99'-6"
AutoCAD SHX Text
TOP OF CONC. ENCASEMENT TYP.
AutoCAD SHX Text 99'-6"
AutoCAD SHX Text
TOP OF CONC. ENCASEMENT TYP.
AutoCAD SHX Text 6x6 TREATED WD. POST TYP.
AutoCAD SHX Text 24" EARTH-FORMED CONC.ENCASEMENT TYP. SEAT @ 4'-6" MIN. BELOW FIN. GRADE ON VIRGIN SOIL TYP. SEE DETAIL D/A3.1 FOR DESCRIPTION
AutoCAD SHX Text 7'-10 1/2"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 7'-10 1/2"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
FACE
AutoCAD SHX Text 8'-2"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-2"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 8'-2"
AutoCAD SHX Text
FACE
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 7'-10 1/2"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 7'-10 1/2"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
FACE
AutoCAD SHX Text
FACE
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 1'-7"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text 1'-7"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text A
AutoCAD SHX Text S1.1
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST TYP.
AutoCAD SHX Text 6'-0"x4'-0"x12" THK. ISO PAD CONC. FTG. REINF. W/ (7)-#5 BARS EACH WAY (SPACED EVENLY). SEE DETAIL A/S2.1 FOR DESCRIPTION TYP. ALL (F-6)
AutoCAD SHX Text 2'-0"x4'-0" CONC. PIER REINF. W/ (14)-#6 VERT. BARS & #4 TIE BARS. SEE DETAIL B/S2.1 FOR DESCRIPTION TYP. ALL (P-1)
AutoCAD SHX Text 4-PLY 2x8 TREATED WD. POST TYP.
AutoCAD SHX Text 99'-6"
AutoCAD SHX Text
TOP OF CONC. PIER TYP.
AutoCAD SHX Text 96'-6"
AutoCAD SHX Text
TOP OF FTG. TYP.
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
1/4" DEEP
AutoCAD SHX Text
(MIN.)
AutoCAD SHX Text
SAW CUT TYP.
AutoCAD SHX Text
REINF. CONC. SLAB TYP.
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text
CONC. PIER
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
CONC. FTG.
AutoCAD SHX Text
CONC. FTG.
AutoCAD SHX Text 12"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 12"
AutoCAD SHX Text
CONC. PIER
AutoCAD SHX Text 3"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 1'-5 11/16"
AutoCAD SHX Text
LINE OF FIN. STONE BASE/FIN. GRADE
AutoCAD SHX Text 4'-0"x2'-0" CONC. PIER
AutoCAD SHX Text 6'-0"x4'-0"x12" THK. ISO PAD CONC. FTG. REINF. W/ (7)-#5 BARS EACH WAY
AutoCAD SHX Text (4)-PLY 2x8 S.Y.P #1 WOOD COLUMN. SECURE TO STL. BRACKET W/ (2)-1/2"x8" SAE J429 GRADE #5 HHCS BOLT, NUT & WASHER
AutoCAD SHX Text
"PERMA COLUMN" PRECAST COLUMN (PC8400) ENCASED IN CONC. PIER
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
SPACING
AutoCAD SHX Text
"PERMA COLUMN" MOMENT-RESISTING STL. BRACKET
AutoCAD SHX Text PROVIDE "PERMA COLUMN" UPLIFT ANCHOR EACH SIDE OF COLUMN. SECURE W/ 1/2"x9" GALVANIZED GRADE 5 BOLT, NUT & WASHER TYP.
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4'-0"x2'-0" CONC. PIER REINF. W/ (14)-#6 VERT. BARS & #4 TIE BARS
AutoCAD SHX Text
#6 VERT. BAR TYP. (14)
AutoCAD SHX Text
#4 TIE BAR TYP.
AutoCAD SHX Text 9"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 9"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%UDESIGN LOADS
AutoCAD SHX Text
%%UCONCRETE
AutoCAD SHX Text SEISMIC Av < 0.05
AutoCAD SHX Text
WIND V = 115 MPH 1=1.0 EXPOSURE "C"
AutoCAD SHX Text ROOF SNOW Pg = 35 psf
AutoCAD SHX Text ROOF LIVE (MIN) 20 psf
AutoCAD SHX Text ALL CONCRETE SHALL CONFORM TO THE LATEST APPROVED (BY LOCAL JURISDICTION) EDITIONS OF THE FOLLOWING AMERICAN CONCRETE INSTITUTE (ACI) AND AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) DOCUMENTS:
AutoCAD SHX Text
ACI-301
AutoCAD SHX Text
ACI-318
AutoCAD SHX Text
ACI-214
AutoCAD SHX Text
ACI-306
AutoCAD SHX Text
ACI-315
AutoCAD SHX Text
ACI-347
AutoCAD SHX Text
ACI-305
AutoCAD SHX Text
ACI-211
AutoCAD SHX Text
ACI-304
AutoCAD SHX Text
ASTM C94
AutoCAD SHX Text
ASTM C31
AutoCAD SHX Text
ASTM C143
AutoCAD SHX Text
ASTM C231
AutoCAD SHX Text
ASTM C39
AutoCAD SHX Text
ASTM C172
AutoCAD SHX Text
ASTM C42
AutoCAD SHX Text
HARDENED CORES
AutoCAD SHX Text
READY-MIX CONCRETE
AutoCAD SHX Text
FIELD CYLINDER SPECIMENS
AutoCAD SHX Text
SLUMP TESTING
AutoCAD SHX Text
AIR CONTENT
AutoCAD SHX Text
LAB TESTING CYLINDERS
AutoCAD SHX Text
SAMPLING FRESH CONCRETE
AutoCAD SHX Text
DETAILING
AutoCAD SHX Text
FORMWORK
AutoCAD SHX Text
HOT WEATHER CONCRETING
AutoCAD SHX Text
PROPORTIONING CONCRETE
AutoCAD SHX Text
PLACING CONCRETE
AutoCAD SHX Text
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
AutoCAD SHX Text
CODE
AutoCAD SHX Text
COMPRESSION TESTING
AutoCAD SHX Text
COLD WEATHER CONCRETING
AutoCAD SHX Text
A CONCRETE STRUCTURE MAY NOT SUPPORT ITS DESIGN LIVE LOAD FOR 28 DAYS.
AutoCAD SHX Text CAST-IN-PLACE REINFORCED CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION WITH F'C = 3,000 PSI AT 28 DAYS FOR FOUNDATIONS, F'C = 3,500 FOR CONCRETE WALLS AND F'C = 4,000 PSI FLOOR SLAB CONCRETE.
AutoCAD SHX Text USE AIR-ENTRAINING ADMIXTURE IN ALL CONCRETE EXPOSED TO FREEZING AND THAWING PROVIDING
AutoCAD SHX Text
NOT LESS THAN 4% NOR MORE THAN 8% ENTRAINED AIR.
AutoCAD SHX Text MINIMUM MIX PROPORTIONS SHALL UTILIZE 5 1/2 BAGS OF CEMENT PER CUBIC 1/2 BAGS OF CEMENT PER CUBIC BAGS OF CEMENT PER CUBIC YARD FOR FOOTER CONCRETE, AND 6 BAGS OF CEMENT PER CUBIC YARD FOR FLOOR SLABS AND ALL OTHER CAST-IN-PLACE CONCRETE.
AutoCAD SHX Text MILD STEEL REINFORCEMENT SHALL CONFORM TO ASTM A 615, INCLUDING SUPPLEMENTARY REQUIREMENTS SI, "SPECIFICATION FOR DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT", GRADE 60 (FY = 60 KSI) EXCEPT STIRRUPS AND TIES OF #3 SIZE MAY BE GRADE 40 (FY = 40 KSI). ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH ACI DETAILING MANUAL, ACI 315.
AutoCAD SHX Text WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A 185, "SPECIFICATIONS FOR WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT".
AutoCAD SHX Text PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER TO REINFORCEMENT EXCEPT WHERE NOTED OTHERWISE:
AutoCAD SHX Text
- ADJACENT TO FOOTING SURFACES - 2" MIN.
AutoCAD SHX Text
- CAST AGAINST EARTH OR OTHER FOUNDATION SURFACES - 3" MIN.
AutoCAD SHX Text
- WWF IN SLABS - 1/4" MIN.
AutoCAD SHX Text
TOLERANCES FOR ALL CONCRETE SHALL BE SPECIFIED IN ACI 301.
AutoCAD SHX Text ALL SPLICES IN REINFORCING SHALL BE CLASS "B" SPLICES IN ACCORDANCE WITH ACI 318 EXCEPT AS NOTED IN THE PLANS.
AutoCAD SHX Text ALL FORMWORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE "FORMWORK FOR CONCRETE", SPECIAL PUBLICATION NO. 4 AND ACI'S "STANDARD RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" (ACI 347).
AutoCAD SHX Text CONSTRUCTION JOINTS IN WALLS, BEAMS, AND SLABS SHALL BE LOCATED MIDWAY BETWEEN SUPPORTS EXCEPT THAT WHERE AN INTERSECTING MEMBER OCCURS AT MIDSPAN, THE JOINT SHALL BE OFFSET TWICE THE WIDTH OF THE INTERSECTING MEMBER. BEFORE FRESH CONCRETE IS PLACED AGAINST CONCRETE IN-PLACE, THE CONTACT SURFACES OF CONCRETE IN-PLACE SHALL BE THOROUGHLY CLEANED. ALL LAITANCE SHALL BE REMOVED AND THE CONTACT SURFACES SHALL BE THOROUGHLY SLUSHED WITH GROUT CONSISTING OF ONE PART SAND TO ONE PART CEMENT WITH A MINIMUM AMOUNT OF WATER.
AutoCAD SHX Text
%%USTRUCTURAL WOOD PRODUCTS
AutoCAD SHX Text PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURES ENGINEER. THE MANUFACTURERS ENGINEER SHALL BE REGISTERED IN THE LOCAL JURISDICTION. LOAD TABLES, SHOP DRAWINGS AND DESIGN DATA SHALL BE SIGNED AND SEALED BY THE MANUFACTURERS ENGINEER AND SUBMITTED FOR REVIEW, BY BOTH THE ENGINEER & THE CODE OFFICAL.
AutoCAD SHX Text TRUSSES SHALL BE BRACED IN ACCORDANCE WITH "BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE INC.
AutoCAD SHX Text
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY ERECTION BRACING.
AutoCAD SHX Text ALL TEMPORARY BRACING OF WOOD TRUSSES SHALL BE NO LESS THAN 2"x4" STUDS.
AutoCAD SHX Text INSTALL ENGINEERED LUMBER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. ALL BEAMS SHALL BEAR FULL LENGTH ONTO POSTS.
AutoCAD SHX Text EXCEPT AS NOTED OTHERWISE, NAILING AND DETAILS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND THE AFPA'S NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND IT'S FASTENINGS.
AutoCAD SHX Text ROOF SHEATHING SHALL BE STANDARD APA RATED C-D 32/16 WITH EXTERIOR GLUE PLYWOOD. NAIL PLYWOOD TO JOISTS AND TRUSSES WITH 8D NAILS AT 6" AT SHEET EDGES AND AT 12" AT ALL INTERMEDIATE JOISTS AND TRUSSES.
AutoCAD SHX Text NAIL PLYWOOD TO JOISTS AND TRUSSES WITH 8D NAILS AT 6" AT SHEET EDGES AND AT 10" AT ALL INTERMEDIATE JOISTS AND TRUSSES.
AutoCAD SHX Text
SPLICE LENGTH
AutoCAD SHX Text
REBAR #
AutoCAD SHX Text 24"
AutoCAD SHX Text #4
AutoCAD SHX Text 30"
AutoCAD SHX Text #5
AutoCAD SHX Text 36"
AutoCAD SHX Text #6
AutoCAD SHX Text 42"
AutoCAD SHX Text #7
AutoCAD SHX Text SOIL BEARING CAPACITY = 2,500 psf (MINIMUM)
AutoCAD SHX Text CJ NOTE: PROVIDE CONTROL JOINTS AS REQ'D TO MINIMIZE & CONTROL CRACKING OF FINISHED CONCRETE SLAB. LAYOUT GUIDELINES FOR AREAS OF SLAB BOUNDED BY SLAB INTERRUPTIONS OR CONTROL JOINTS. NOT TO EXCEED 250 . SEE DETAIL A/A1.1 FOR DESCRIPTION.
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text P-1
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
24" CONC. PIER REINF. W/ (6)-#6 VERT.BARS & #3 HORIZ. TIE BARS @ 12" O.C. MAX.
AutoCAD SHX Text SEAT @ 4'-6" MIN. BELOW FIN. GRADE ON VIRGIN SOIL. SEE DETAIL C/S2.1 FOR REINF. DESCRIPTION. PROVIDE 12" THK. CONC. FTG. PAD TO SEAT "PERMA COLUMN" PRECAST COLUMN (PC8400) & ENCASE IN CONC. PIER
AutoCAD SHX Text P-2
AutoCAD SHX Text 4'-0"x2'-0" CONC. PIER REINF. W/ (14)-#6 VERT. BARS & #4 TIE BARS
AutoCAD SHX Text PROVIDE (2) "PERMA COLUMN" PRECAST COLUMN (PC8400) & ENCASE IN CONC. PIER. INSTALL TO ALLOW 2'-0" MAX. SPACING BETWEEN POSTS. SEE DETAIL A/S2.1 FOR DESCRIPTION
AutoCAD SHX Text F-6
AutoCAD SHX Text 6'-0"x4'-0"x12" THK. ISO PAD CONC. FTG. REINF. W/ (7)-#5 BARS EACH WAY SPACED EVENLY
AutoCAD SHX Text SEAT @ 4'-6" MIN. BELOW FIN. GRADE ON VIRGIN SOIL. SEE DETAIL A/S2.1 FOR REINF. DESCRIPTION.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text DRAWING No.:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT REVISION
AutoCAD SHX Text PROJECT No:
AutoCAD SHX Text
DRAWING DESCRIPTION:
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
LEE S. ZEGER III, P.E.
AutoCAD SHX Text 7910 Sunrise Camp Road
AutoCAD SHX Text Phone: (717) 491-9730
AutoCAD SHX Text E-mail: lzeger@ces-engr.com
AutoCAD SHX Text Huntingdon, Pa. 16652
AutoCAD SHX Text
JEREMY B. FLETCHER, PLS
AutoCAD SHX Text 1350 Lincoln Way E.
AutoCAD SHX Text Phone: (717) 485-5440
AutoCAD SHX Text E-mail: jfletcher@ces-engr.com
AutoCAD SHX Text McConnellsburg, Pa. 17233
AutoCAD SHX Text
C 2024 CES ENGINEERING, LLC
AutoCAD SHX Text ALL PLANS, SPECIFICATIONS, AND ELECTRONIC FILES RELATED TO THIS PROJECT ARE PROJECT SPECIFIC AND ARE THE PROPERTY OF CES ENGINEERING, LLC.
AutoCAD SHX Text ALL COMMON LAW, STATUTE, AND OTHER RESERVED RIGHTS ARE RESERVED BY CES ENGINEERING, LLC
AutoCAD SHX Text ANY USE OF THE DESIGN IN WHOLE OR PART OR REPRODUCTION OF THE MATERIAL HEREIN WITHOUT THE WRITTEN CONSENT OF CES ENGINEERING, LLC IS PROHIBITED AND SUBJECT TO LEGAL PROSECUTION
AutoCAD SHX Text
JUNE 09, 2026
AutoCAD SHX Text
FOUNDATION PLAN
AutoCAD SHX Text
LSZ
AutoCAD SHX Text 13089-04-01
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
22689 WIBLE REUNION RD., THREE SPRINGS, PA. 17264
AutoCAD SHX Text
SPRINGFIELD TOWNSHIP, HUNTINGDON COUNTY
SCALE: 3/4" = 1'-0"
S
C
CE
S
EN
G
IN
EE
RI
NG
, L
LC
"P
U
TT
IN
G
Y O
U F
IR
S
T"
H U
N
TI
N G
D O
N , P
A
M cC
O N
N E
LL
S
B U
R G
, P A
S P
R
IN
G F
IE
L D
T O
W N
S H
IP
E
Q U
IP
M
E N
T G
A R
A G
E f o r
E 1.1
ELECTRICAL SYMBOL SCHEDULE
FLOOR PLAN - ELECTRICAL
ELECTRICAL CONSTRUCTION NOTES:
ONE LINE ELECTRICAL RISER DIAGRAM
ELECTRICAL GENERAL NOTES
ELECTRICAL SPECIFICATIONS
16011 GENERAL:
16110 RACEWAYS:
16120 WIRE AND CABLES:
16141 WIRING DEVICES:
16170 GROUNDING:
16441 SAFETY SWITCHES:
16510 INTERIOR LIGHTING FIXTURES:
ABBREVIATIONS
MOUNTING HEIGHTS
AutoCAD SHX Text
ALL WIRE RUNS TO BE ROMEX 12-2 CU NM-B W/ GROUND
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
WP
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text "SQUARE D" 100 AMP 12-SPACE 24-CIRCUIT MAIN LUG 1-PHASE LOAD CENTER. CONNECT TO EX. 400 AMP SERVICE IN ADJACENT SHED. SEE SITE PLANS FOR LOCATION.
AutoCAD SHX Text
PANEL "SP"
AutoCAD SHX Text
SP-1
AutoCAD SHX Text
SP-3
AutoCAD SHX Text
SP-2
AutoCAD SHX Text
SP-4
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
SP-5
AutoCAD SHX Text
SP-6
AutoCAD SHX Text
SP-7
AutoCAD SHX Text
SP-8
AutoCAD SHX Text
SP-4
AutoCAD SHX Text
PANEL "EX"
AutoCAD SHX Text
GROUNDING & BONDING PER NEC
AutoCAD SHX Text
EXISTING 400A 120/240V-1 METERBASE
AutoCAD SHX Text
GROUNDING PER NEC
AutoCAD SHX Text
"SQUARE D"
AutoCAD SHX Text 200 amp
AutoCAD SHX Text
NEMA 1R
AutoCAD SHX Text
120/240V AC
AutoCAD SHX Text
OFFICE LOCATION
AutoCAD SHX Text
3-0 ALUM. 250 KCMIL + #2 AWG GRD. IN 2" SCH 40 PVC CONDUIT FROMPANEL "EX"
AutoCAD SHX Text
PANEL "SP"
AutoCAD SHX Text
"SQUARE D"
AutoCAD SHX Text
12 SPACE
AutoCAD SHX Text 100 amp, 22Ka
AutoCAD SHX Text
NEMA 1R
AutoCAD SHX Text
120/240V AC
AutoCAD SHX Text
%%UNOTE B
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text DRAWING No.:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT REVISION
AutoCAD SHX Text PROJECT No:
AutoCAD SHX Text
DRAWING DESCRIPTION:
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
LEE S. ZEGER III, P.E.
AutoCAD SHX Text 7910 Sunrise Camp Road
AutoCAD SHX Text Phone: (717) 491-9730
AutoCAD SHX Text E-mail: lzeger@ces-engr.com
AutoCAD SHX Text Huntingdon, Pa. 16652
AutoCAD SHX Text
JEREMY B. FLETCHER, PLS
AutoCAD SHX Text 1350 Lincoln Way E.
AutoCAD SHX Text Phone: (717) 485-5440
AutoCAD SHX Text E-mail: jfletcher@ces-engr.com
AutoCAD SHX Text McConnellsburg, Pa. 17233
AutoCAD SHX Text
C 2024 CES ENGINEERING, LLC
AutoCAD SHX Text ALL PLANS, SPECIFICATIONS, AND ELECTRONIC FILES RELATED TO THIS PROJECT ARE PROJECT SPECIFIC AND ARE THE PROPERTY OF CES ENGINEERING, LLC.
AutoCAD SHX Text ALL COMMON LAW, STATUTE, AND OTHER RESERVED RIGHTS ARE RESERVED BY CES ENGINEERING, LLC
AutoCAD SHX Text ANY USE OF THE DESIGN IN WHOLE OR PART OR REPRODUCTION OF THE MATERIAL HEREIN WITHOUT THE WRITTEN CONSENT OF CES ENGINEERING, LLC IS PROHIBITED AND SUBJECT TO LEGAL PROSECUTION
AutoCAD SHX Text
JUNE 09, 2026
AutoCAD SHX Text
ELECTRICAL PLAN
AutoCAD SHX Text
LSZ
AutoCAD SHX Text 13089-04-01
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
22689 WIBLE REUNION RD., THREE SPRINGS, PA. 17264
AutoCAD SHX Text
SPRINGFIELD TOWNSHIP, HUNTINGDON COUNTY
AutoCAD SHX Text 8/7/26
AutoCAD SHX Text 8/13/26
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Changes to Main Panel
AutoCAD SHX Text Addendum #2
AutoCAD SHX Text
HOMERUN TO PANEL.
AutoCAD SHX Text
DUPLEX RECEPTACLE W/ NEMA 3R ENCLOSURE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTE
AutoCAD SHX Text
CKT.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BRKR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BRKR
AutoCAD SHX Text
KW
AutoCAD SHX Text
FEED
AutoCAD SHX Text
FEED
AutoCAD SHX Text
KW
AutoCAD SHX Text
NOTE
AutoCAD SHX Text
CKT.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EQUIPMENT SERVED
AutoCAD SHX Text
EQUIPMENT SERVED
AutoCAD SHX Text
%%CA
AutoCAD SHX Text
%%CB
AutoCAD SHX Text
LOCATION: STORAGE GARAGE
AutoCAD SHX Text
PANEL - SUB PANEL "SP"
AutoCAD SHX Text
MOUNTING: SURFACE MOUNT
AutoCAD SHX Text
SERVICE: 120/240V-100A-1%%C
AutoCAD SHX Text
FED FROM EXIST. ELECT. PANEL
AutoCAD SHX Text 20A
AutoCAD SHX Text 2 #12 W/G
AutoCAD SHX Text
LIGHT FIXTURES
AutoCAD SHX Text
RECEPT.
AutoCAD SHX Text 2 #12 W/G
AutoCAD SHX Text 20A
AutoCAD SHX Text 20A
AutoCAD SHX Text 2 #12 W/G
AutoCAD SHX Text
EMERGENCY LIGHTING
AutoCAD SHX Text
OVERHEAD DOOR OPERATOR
AutoCAD SHX Text
PANEL WORK RECEPT.
AutoCAD SHX Text 2 #12 W/G
AutoCAD SHX Text 20A
AutoCAD SHX Text
AutoCAD SHX Text
SPARE
AutoCAD SHX Text
AutoCAD SHX Text
SPARE
AutoCAD SHX Text
AutoCAD SHX Text
SPARE
AutoCAD SHX Text
AutoCAD SHX Text
SPARE
AutoCAD SHX Text
NEMA 1R
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SINGLE POLE SWITCH. MOUNT 48" A.F.F. TO TOP OF BOX
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text "LITHONIA" UFIT-L92-8000LM-SEF-MVOLT-GZ10-40K-80CRI-WH LED STRIPLIGHT W/ LAPZU MOTION SENSOR. SUSPENDED FROM ROOF TRUSSES W/ IBAC120 M100 AIRCRAFT CABLE
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text ALL NEW ELECTRICAL FIXTURES, WIRING, CONDUIT, ETC. TO BE DESIGNED, PROVIDED & INSTALLED PER STATE & LOCAL CODES
AutoCAD SHX Text
NOTE A -
AutoCAD SHX Text 20A
AutoCAD SHX Text 2 #12 W/G
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text THE ELECTRICAL CONTRACTOR SHALL REVIEW & COORDINATE W/ ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL & OTHER DRAWINGS PRIOR TO BID.
AutoCAD SHX Text THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE W/ THE GENERAL CONTRACTOR TO PROVIDE & INSTALL TEMPORARY POWER FOR PROJECT CONSTRUCTION AS REQ'D. ALL ENERGY COSTS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
AutoCAD SHX Text THE ELECTRICAL CONTRACTOR SHALL NOTIFY & COOPERATE W/ THE MECHANICAL CONTRACTOR SUCH THAT NO DUCTS, PIPING, OR EQUIPMENT FOREIGN TO THE OPERATION OF THE ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE INSTALLED IN, ENTER, OR PASS THROUGH ELECTRICAL ROOMS OR SPACES, OR ABOVE OR BELOW ELECTRICAL EQUIPMENT IN OTHER AREAS. THE E.C. SHALL COMPLY W/ THE MOST RECENT VERSION OF THE NATIONAL ELECTRICAL CODE REGARDING CLEARANCES REQ'D AROUND THE PANEL BOARD(S).
AutoCAD SHX Text
DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO MAKING ANY ROUGH-INS.
AutoCAD SHX Text ELECTRICAL CONTRACTOR SHALL REVIEW ALL ARCHITECTS ELEVATIONS, SECTIONS & FLOOR PLANS PRIOR TO ROUGH-IN OF ELECTRICAL DEVICE JUNCTION BOXES.
AutoCAD SHX Text ELECTRICAL CONTRACTOR SHALL MEET W/ THE MECHANICAL CONTRACTOR TO COORDINATE & VERIFY EXACT LOCATIONS, CLEARANCES, & DIMENSIONS OF ALL MECHANICAL EQUIPMENT LOCATIONS PRIOR TO ROUGH-INS. CONSULT CONTRACT DOCUMENT DRAWINGS & SHOP DRAWINGS TO VERIFY & MAINTAIN REQ'D CLEARANCES.
AutoCAD SHX Text ELECTRICAL CONTRACTOR SHALL VERIFY ACTUAL ELECTRICAL LOADS FROM NAMEPLATE RATINGS OF EACH PIECE OF EQUIPMENT REQUIRING POWER. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE PROJECT ENGINEER.
AutoCAD SHX Text WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER, PER INDUSTRY STANDARD & TO THE SATISFACTION OF THE PROJECT ENGINEER.
AutoCAD SHX Text WORK, MATERIALS & EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, & NATIONAL CODES, STANDARDS, & ORDINANCES.
AutoCAD SHX Text FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS & APPROVED WIRING DIAGRAMS & DETAILS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL MATERIALS & EQUIPMENT COMPATIBLE W/ EQUIPMENT ACTUALLY SUPPLIED.
AutoCAD SHX Text THE MINIMUM SIZE OF THE CONDUCTORS ARE TO BE #12 AWG THHN COPPER, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. STRANDED CONDUCTORS ARE NOT ALLOWED IN CONDUCTORS SMALLER THAN #10 AWG.
AutoCAD SHX Text DETAILS ARE SHOWN ON DIFFERENT SHEETS. THE CONTRACTOR SHALL REFER TO THOSE DETAILS WHETHER OR NOT CALLED IN REFERENCE NOTES.
AutoCAD SHX Text ALL JUNCTION BOXES SHALL HAVE A MINIMUM DEPTH OF 2 1/8" UNLESS OTHERWISE SPECIFIED. SECURE ALL JUNCTION BOXES AS REQ'D. FURNISH & INSTALL PROPER RINGS.
AutoCAD SHX Text
COORDINATE EXACT LOCATION OF OUTLETS SHOWN ON PLANS W/ OWNER.
AutoCAD SHX Text AT THE END OF THE JOB, PROVIDE BLANK COVER PLATES TO MATCH THE OTHER COVER PLATES FOR ALL JUNCTION BOXES WHERE DEVICES HAVE NOT YET BEEN INSTALLED.
AutoCAD SHX Text SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS & CEILINGS W/ FIRE RATED MATERIAL. 3M IS AN APPROVED MFR.
AutoCAD SHX Text
ALL MATERIALS USED IN THIS INSTALLATION SHALL BE U.L. APPROVED & NEW.
AutoCAD SHX Text
NO WIRING SHALL RUN IN DUCT WORK.
AutoCAD SHX Text PRIOR TO SUBMITTING A BID, THE ELECTRICAL CONTRACTOR SHALL INSPECT THE SITE & INCLUDE IN HIS BID PACKAGE ALL CHANGES DUE TO EXISTING CONDITIONS. SHOP DRAWINGS ARE REQ'D.
AutoCAD SHX Text THE ELECTRICAL CONTRACTOR SHALL TERMINATE THE ELECTRICAL CONNECTIONS TO ALL THE EQUIPMENT BY PROVIDING THE NECESSARY MALE/FEMALE CONNECTOR, RECEPTACLE, PLUG, ETC.
AutoCAD SHX Text ELECTRICAL CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS (VOLTAGE, PHASE, CONNECTION REQUIREMENT, ETC.) OF EQUIPMENT FURNISHED UNDER OTHER DIVISIONS W/ APPROVED SHOP DRAWINGS PRIOR TO BEGINNING ROUGH-IN.
AutoCAD SHX Text LIFE SAFETY FEATURES (FIRE ALARM, SECURITY, ETC.) TO BE FURNISHED & INSTALLED BY OTHERS.
AutoCAD SHX Text ALL CIRCUITS FOR POWER INDICATED SHALL BE 3/4"C W/ 2#12 AND 1#12G (MIN.) UNLESS INDICATED OTHERWISE OR REQUIRED. (USE MC CABLE ONLY AS APPROVED BY SPECS.) GENERALLY ALL RACEWAYS, CABLES, AND OUTLET BOXES SHALL BE INSTALLED SURFACE IN WALLS AND CEILINGS, UNLESS OTHERWISE DIRECTED BY THE OWNER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL OUTLETS BEFORE ROUGHING IN FOR THE OUTLET. THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLET ON THE PROJECT TEN (10) FEET FROM THE LOCATION INDICATED ON THE PLANS, PRIOR TO ROUGHING IN FOR THE OUTLET. THE MANUFACTURER'S CATALOG NUMBERS FOR LIGHTING FIXTURES INDICATED IN THE LIGHT FIXTURE SCHEDULE DOES NOT INCLUDE ALL AUXILIARY COMPONENT PARTS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS AND EQUIPMENT NEEDED TO COMPLETELY AND PROPERLY INSTALL EACH LIGHT FIXTURE IN ITS RESPECTIVE TYPE OF CEILING. ALL WIRING AND CABLING SHALL BE PROPERLY MARKED FOR IDENTIFICATION. THE CONTRACTOR MAY USE SURFACE MOUNTED RACEWAYS FOR SURFACE MOUNTED WIRING WHERE WIRING CANNOT PRACTICALLY BE CONCEALED IN WALLS OR CEILINGS. USE WIREMOLD #700 OR EQUAL (MINIMUM SIZE) AND PROVIDE ALL ASSOCIATED FITTINGS, BOXES AND ADAPTERS TO FORM A COMPLETE SURFACE MOUNTED RACEWAY SYSTEM THAT IS ADEQUATELY SECURED TO WALL OR CEILING. THE RACEWAY ARRANGEMENTS ON THE WALLS AND THE CEILINGS SHALL BE REVIEWED AND APPROVED BY THE OWNER PRIOR TO THE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING THE ELECTRICAL DATA REQUIREMENTS ON EACH PIECE OF HVAC, PLUMBING AND MISC. EQUIPMENT PRIOR TO ROUGH-IN WORK AND INSURE THAT PROPER SIZED CIRCUITS, DISC. SWITCHES AND CIRCUIT BREAKER HAS BEEN PROVIDED FOR EACH ITEM AND PROVIDE CHANGES AS REQUIRED.
AutoCAD SHX Text THE WIRE SIZE INDICATED IN THE PANEL SCHEDULES AND ON THE DRAWINGS SHALL BE CONSIDERED AS A MINIMUM SIZE AND SHALL BE INCREASED IN SIZE, IF THE ACTUAL CIRCUIT LENGTHS EXCEED THE LENGTHS INDICATED. "THE CONTRACTOR", "THIS CONTRACTOR" OR "CONTRACTOR" WHEN USED ON THE DRAWINGS SHALL BE UNDERSTOOD TO MEAN THE ELECTRICAL CONTRACTOR. THE WORD "PROVIDE" WHEN USED ON THE DRAWINGS SHALL BE UNDERSTOOD TO MEAN "FURNISH, INSTALL AND CONNECT". ALL EQUIPMENT SUCH AS SAFETY SWITCHES AND PANELBOARDS SHALL BE PROVIDED WITH IDENTIFICATION TAGS INDICATING ITEM "NAME" OR THE "LOAD CONTROLLED" AS DIRECTED BY THE PROFESSIONAL. THE MANUFACTURER NAMES AND CATALOG NUMBERS INDICATED ON THE DRAWINGS FOR LIGHTING FIXTURES OR ELECTRICAL EQUIPMENT ARE TO ESTABLISH QUALITY, PERFORMANCE AND APPEARANCE. THE CONTRACTOR MAY SUBSTITUTE PRODUCTS OF OTHER MANUFACTURERS SO LONG AS THE PRODUCT IS OF EQUAL OR BETTER QUALITY AND PERFORMANCE AS THE SPECIFIED PRODUCT, IN CERTAIN CASES APPEARANCE WILL ALSO BE A CONSIDERATION. SHOP DRAWINGS OR CATALOG DATA SHALL BE SUBMITTED FOR APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF CONSTRUCTION AS REQUIRED TO ACCOMMODATE ALL ELECTRICAL WORK UNDER THIS PROJECT. COORDINATE ALL SUCH WORK WITH THE GENERAL CONTRACTOR. ALL OUTLET BOXES USED ON THE EXTERIOR OF BUILDING MUST BE SUITABLE FOR WET LOCATION.
AutoCAD SHX Text PROVIDE ALL NECESSARY LABOR AND MATERIAL FOR THE INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM FOR PARTIALLY RENOVATED AREAS IN AN EXISTING BUILDING, INCLUDING THE FOLLOWING MAJOR AREAS: PROVIDE NEW LIGHTING AND CIRCUITS AND CONTROLS AS INDICATED PROVIDE NEW RECEPTACLES AND CIRCUITS AS INDICATED PROVIDE NEW CIRCUITS AND DISCONNECTS SWITCHES FOR HVAC EQUIPEMT AND PLUMBING EQUIPMENT AS INDICATED PROVIDE ALL DEMOLITION WORK IN AREAS OF NEW CONSTRUCTION AS INDICATED PROVIDE ALL CUTTING, PATCHING AND REFINISHING AS REQUIRED FOR ELECTRICAL WORK STANDARDS AND QUALITY: ALL EQUIPMENT SHALL BE UL LISTED THE CONTRACTOR SHALL INSTALL ALL HARDWARE AND EQUIPMENT IN A NEAT AND PROFESSIONAL MANNER, AND SHALL REMOVE ALL DEBRIS AND TRASH RESULTING FROM THE ELECTRICAL INSTALLATION AT THE CONCLUSION OF THE JOB OR WHEN DIRECTED BY THE PROFESSIONAL OR OWNER. ALL WORK SHALL BE BASED ON THE 2014 N.E.C. W/ LOCAL AMENDMENTS NFPA 70 AND IBC 2015 ELECTRICAL WORK SHALL BE DONE BY NECA- 1-2010 STANDARD FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION PROVIDE (6) COPIES OF SHOP DRAWINGS, CATALOG CUTS, DATA SHEETS AND DETAILED INFORMATION (PRODUCT SUBMITTALS) ON ALL PRODUCTS AS CALLED FOR IN THIS SPECIFICATION. NO WORK SHALL BE DONE OR ORDERS PLACED FOR ANY ITEM REQUIRING SHOP DRAWINGS, CATALOG CUTS, DATA SHEETS AND DETAILED INFORMATION UNTIL AFTER ITEMS HAVE BEEN APPROVED BY THE PROFESSIONAL. THE CONTRACTOR SHALL INSTALL ALL HARDWARE AND EQUIPMENT IN A NEAT AND PROFESSIONAL MANNER, AND SHALL REMOVE ALL DEBRIS AND TRASH RESULTING FROM THE ELECTRICAL INSTALLATION AT THE CONCLUSION OF THE JOB OR WHEN DIRECTED BY THE PROFESSIONAL OR OWNER. FLEXIBLE CARFLEX "NON-METALLIC" LIQUIDTIGHT CONDUIT SHALL BE USED FOR CONNECTIONS TO MOTORS OR EQUIPMENT WITH A MAXIMUM LENGTH OF 24", FLEXIBLE CONDUIT SHALL BE 3/4" MINIMUM SIZE.
AutoCAD SHX Text MC CABLE WILL BE PERMITTED IN LIEU OF RACEWAYS WITH CONDUCTORS IN CERTAIN CASES AS DEFINED IN THESE SPECIFICATIONS. EMT RACEWAYS SHALL BE USED GENERALLY, EXCEPT THE EXTERIOR OF THE BUILDING, IN WET LOCATIONS, UNDERGROUND, WITHIN CONCRETE, WHERE SUBJECT TO DAMAGE OR WHERE PROHIBITED BY THE N.E.C. USE IMC OR RIGID STEEL CONDUIT OR SCH. 80 PVC WHERE EMT IS NOT PERMITTED. THE CONTRACTOR MAY USE SURFACE METAL RACEWAYS. WIREMOLD #700 MINIMUM SIZE IN FINISHED AREAS OF THE BUILDING FOR SURFACE WORK. FITTINGS USED FOR EMT MUST BE COMPRESSION TYPE. USE INSULATED THROAT TYPE FOR SIZES 1-1/2" OR LARGER. ALL EMPTY CONDUIT/RACEWAYS SHALL BE EQUIPPED WITH A FISH LINE. PRODUCT SUBMITTALS ON RACEWAY ARE NOT REQUIRED, EXCEPT FOR FLEXIBLE CONDUIT.
AutoCAD SHX Text ALL WIRING SHALL BE COPPER, THHN/THWN, 90 DEGREES C, SINGLE CONDUCTOR, MINIMUM SIZE #12 FOR POWER AND #14 FOR CONTROLS, EXCEPT FOR SMALLER…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .