Attachment_4_FTEV15-1056_Construct_Mobility_Storage_Facility_Drawings.pdf
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- Attached to
- Construct JTC/TRS Facility & 23 STS Mobility Storage Facility Federal contract opportunity
- Solicitation number
- FA4417-16-R-0011
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Attachment 4 FTEV 15-1056 Construct Mobility Storage Facility Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Additional_Responses_to_Questions_2.pdf | ||
| FA4417-16-R-0011-0001.pdf | ||
| Attachment_1_FTEV_10-1299_Specs_Revised_12_May_16.pdf | ||
| Attachment_8_Revised_Pages_E1 _E4 _and_M0_FTEV_15-1056_Drawings.pdf | ||
| Additional_Responses_to_Questions.pdf | ||
| Responses_to_Questions.pdf | ||
| Pre-Proposal_Site_Visit_Memo_ _Sign_In_Sheet.pdf | ||
| Attachment_5_Wage_Determination_FL160029.pdf | ||
| Attachment_2_FTEV_10-1299_Contruct_JTC_TRS_Facility_Drawings.pdf | ||
| FA4417-16-R-0011_Construct_JTC_TRS_Facility_ _Mobility_Storage_Facility.pdf | ||
| Attachment_7_Financial_Reference_Sheet.docx | DOCX document | |
| Attachment_1_FTEV_10-1299_Contruct_JTC_TRS_Facility_Specifications.pdf | ||
| Attachment_3_FTEV15-1056_Construct_Mobility_Storage_Facility_Specifications.pdf | ||
| Attachment_6_Past_Present_Performance_Questionnaire.docx | DOCX document |
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TO
PENSACOLA
40 MILES
GULF OF MEXICO
SANTA ROSA ISLAND
ESTHER
MARY
FORT WALTON
BEACH
HURLBURT
FIELD
EGLIN AIR FORCE BASE
REGION
99045
91159
91265
91148
91254
91255
91137
91142
99083
91130
91039
91031
91151
91140
91037
91252
91155
91146
91104
91032
91154
99020
99014 99016
91133
91112
99018
91034
91132
91030
91152
91145
91099
91156
91266
91035
91120
99019
91027
91147
91033
91268
91036
91260
91028
91144
91257
91250
91041
91153
91126
91042
91258
91113
91259
91141
91101
91149
91124
91038
91043
91264
91263
91261
91041
91157
91129 91131
91158
91006
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Independence Road
N O
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W AY 9 ,600 ' x 15 0' N
02 º55 ’2 5.10 8”W
TAXIWAY A
TAXIWAY B
TAXIWAY C
TAXIWAY F
TAXIWAY E
TAXIWAY D
TAXIWAY D
TAXIWAY C
PARALLEL TAXIW
AY
Let ourneau C ir cle
Le to ur ne au C irc le
Fo xx
A ve nu e
Tully Street
Sim pson Avenue
Tully Street
Red Horse Road
Tupelo Circle
Bakke Street
M ay o St re et
Bakke Street
Red Horse Road
Tully Street unk
Grimm Lane
Hume Drive
Bland Street
Galvan Street
Hume Drive
Lewis Drive
Hodges Street
Walters Drive
Hu m e Dr iv e
Acha Drive
Harrison Drive
Hume Drive
McIntosh Court
US98
O 'N ei l A ve nu e
Independence Road
US98
C ody Aven ue
Purcell Drive
C am pa ig ne S tre et
Whitbeck Street
Gelshlager Street
Clark Road
Hume Drive
Schmauss Lane
W ea ve r A ve nu e
US98
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Corlew Road
W alkup W ay
Independence Road
Bedel Street
Be nn et t A ve nu e
Frazier Street
C ru z Av en ue
Red Horse Road
C ru z Av en ue
Bennett A venue
Tully Street
T u lly
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Bedel Street
Westfa ll Circle
Hamby Place
Red H or se
R oa d
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Lukasik Avenue
Cod y A ve nu e
Ke rw oo d
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Howie Walters Way
US98
M ai nt en an ce
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McClean Street
Te rry
A ve nu e
Independence Road
Mitchell Road
Bartley Street
Downs Road
M
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Kissam Street
HAUL ROUTE
CONTRACTOR'S
ENTRANCE
HAUL ROUTE
DESIGNED BY:
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FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
SOF CONSTRUCT
23 STS MOBILITY STORAGE FACILITY
FTEV 15-1056
PROJECT
LOCATION
PROJECT
LOCATION
90353
VICINITY MAP
SCALE: 1" = 1000'
REGIONAL MAP
SCALE: NTS
AREA MAP
SCALE: 1" = 200'
INDEX OF DRAWINGS
SHEET
NO. SHEET NAME
SUBMITTAL
DATE
GENERAL
G1 COVER SHEET 12 FEB 2016
G2 PROJECT INFORMATION 12 FEB 2016
G3 LIFE SAFETY PLAN 12 FEB 2016
CIVIL
C0 EXISTING SITE SURVEY 12 FEB 2016
C1 EXISTING SITE, DEMOLITION AND EROSION CONTROL PLAN 12 FEB 2016
C2 SITE DIMENSION & UTILITY PLAN 12 FEB 2016
C3 GRADING AND DRAINAGE PLAN 12 FEB 2016
C4 DETAILS 12 FEB 2016
STRUCTURAL
S1 GENERAL NOTES, WINDLOAD DIAGRAMS AND DESIGN NOTES 12 FEB 2016
S2 SLAB-ON-GRADE PLAN 12 FEB 2016
S3 SECTIONS AND DETAILS 12 FEB 2016
ARCHITECTURAL
A1 NEW WORK FLOOR PLAN 12 FEB 2016
A2 NEW WORK REFLECTED CEILING PLAN 12 FEB 2016
A3 NEW WORK ROOF PLAN 12 FEB 2016
A4 EXTERIOR ELEVATIONS 12 FEB 2016
A5 BUILDING, WALL SECTION AND WALL TYPES 12 FEB 2016
A6 DOOR DETAILS 12 FEB 2016
A7 DOOR SCHEDULE, TYPES AND FINISH SCHEDULE 12 FEB 2016
FIRE PROTECTION
FP0 FIRE PROTECTION NOTES 12 FEB 2016
FP1 FIRE PROTECTION PLAN 12 FEB 2016
FP2 FIRE PROTECTION DETAILS 12 FEB 2016
MECHANICAL
M0 MECHANICAL LEGEND 12 FEB 2016
M1 MECHANICAL SCHEDULES 12 FEB 2016
M2 MECHANICAL PLAN 12 FEB 2016
M3 ENLARGED MECHANICAL ROOM 12 FEB 2016
M4 MECHANICAL DETAILS 12 FEB 2016
M5 MECHANICAL DETAILS 12 FEB 2016
ELECTRICAL
E0 ELECTRICAL LEGEND 12 FEB 2016
E1 ELECTRICAL SITE 12 FEB 2016
E2 TELECOMMUNICATIONS SITE PLAN 12 FEB 2016
E3 ELECTRICAL POWER & SYSTEMS FLOOR PLAN 12 FEB 2016
E4 ELECTRICAL LIGHTING FLOOR PLAN 12 FEB 2016
E5 ELECTRICAL LIGHTING CALCULATIONS DENSITY PLAN 12 FEB 2016
E6 ELECTRICAL DETAILS 12 FEB 2016
E7 ELECTRICAL DETAILS 12 FEB 2016
S Y M B O L S L E G E N D
EXTERIOR ELEVATION
INTERIOR ELEVATION
SECTION
ENLARGED CALLOUT
KEYNOTE; SEE GENERAL NOTE 8
ROOM IDENTIFICATION; SEE ROOM
FINISH SCHEDULE
DOOR IDENTIFICATION; SEE DOOR
SCHEDULE
WINDOW OR LOUVER IDENTIFICATION;
SEE WINDOW SCHEDULE
PARTITION TYPE; SEE WALL TYPE
SCHEDULE
ELEVATION
NORTH ARROW
REVISION SYMBOL AND BUBBLE
TITLE KEY
Name
4A
A101
SIM
A101
SIM___
1 View Name 1/8" = 1'-0"A102 A101
Name Elevation
0'4'8' 8' 16'
A101
A101
DETAIL NUMBER
GRAPHIC SCALE BAR
SHEET DRAWN ON
SHEET OF FIRST REFERENCE
DETAIL NUMBER
SHEET DRAWN ON
DETAIL NUMBER
SHEET DRAWN ON
DETAIL NUMBER
SHEET DRAWN ON
DETAIL NUMBER
SHEET DRAWN ON
A3
C115A
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
ACOUS ACOUSTICAL
ADJ ADJUSTABLE
AL ALUMINUM
AB ANCHOR BOLT
APPROX APPROXIMATELY
BD BOARD
BLDG BUILDING
BLK BLOCK
BM BEAM
BOD BOTTOM OF DECK
CB CATCH BASIN
CDS CONCEALED DOWNSPOUT
CG CORNER GUARD
CJ CONTROL JOINT
CMU CONCRETE MASONRY UNIT
CEM CEMENT
CLG CEILING
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
DBL DOUBLE
DTL DETAIL
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DS DOWNSPOUT
DWGS DRAWINGS
EA EACH
EF EXHAUST FAN
EL ELEVATION
ELECT ELECTRICAL
EQ EQUAL
EQUIP EQUIPMENT
A B B R E V I A T I O N S
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F FLUSH
FND FOUNDATION
FFE FINISH FLOOR ELEVATION
FIN FINISH
FLR FLOOR
FLUOR FLUORESCENT
FT FOOT
FTG FOOTING
FP FILLER PANEL
FV FIELD VERIFY
GA GAUGE
GALV GALVANIZED
GEN GENERAL
GYP GYPSUM
GYP BD GYPSUM BOARD
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
INSUL INSULATION
INT INTERIOR
JT JOINT
LAM LAMINATE
LAV LAVATORY
LT WT LIGHT WEIGHT
MO MASONRY OPENING
MANUF MANUFACTURER
MAX MAXIMUM
MECH MECHANICAL
MTL METAL
MIN MINIMUM
OC ON CENTER
OH OPPOSITE HAND
OHCD OVERHEAD COILING DOOR
GFCI GOVERNMENT FURNISHED,
CONTRACTOR INSTALLED
GFGI GOVERNMENT FURNISHED,
GOVERNMENT INSTALLED
OPNG OPENING
OVH OVERHANG
PEMB PRE-ENGINEERED METAL
BUILDING
PT PLATE
PLYWD PLYWOOD
R RADIUS
RO ROUGH OPENING
REINF REINFORCED
REQD REQUIRED
RET RETAINING
RM ROOM
SC SCUPPER
SCHED SCHEDULE
SECT SECTION
SHT SHEET
SIM SIMILAR
SPEC SPECIFICATION
SQ SQUARE
SQ FT SQUARE FOOT
ST STANDARD
STL STEEL
STRUCT STRUCTURAL
SUSP SUSPENDED
T&G TONGUE AND GROOVE
TO TOP OF
TOD TOP OF DECK
TOG TOP OF GRADE
TOS TOP OF SLAB
TOW TOP OF WALL
TEL TELEPHONE
TYP TYPICAL
VIF VERIFY IN FIELD
VTR VENT THROUGH ROOF
WWF WELDED WIRE FABRIC
WD WOOD
XPT EPOXY PAINT
1. DO NOT SCALE DRAWINGS; REFERENCE DIMENSIONS ON
DRAWINGS AND FIELD VERIFY ALL MEASUREMENTS.
2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE OF
STUD, COLUMN CENTERLINE, OR FACE OF EXISTING FINISH.
3. UNLESS NOTED OTHERWISE, PROVIDE CONTINUOUS 2x6 BLOCKING OR 18ga GALVANIZED METAL STRAPPING FOR ALL
HANDRAILS, GRAB BARS, OTHER ACCESSORIES, FIXTURES,
BRACKETS, GFCI ITEMS AND MISCELLANEOUS SPECIALTIES.
4. DUE TO MANUFACTURER'S VARIATION WITH SIZE OF
EQUIPMENT, CASEWORK, PLUMBING FIXTURES, ETC., ALL
DIMENSIONS REFERRING TO THE SPACE WHERE SUCH ITEMS
ARE BUILT-IN SHALL BE VERIFIED WITH THE ITEM SUPPLIED.
5. ALL DISCREPANCIES OR CONFLICTING INFORMATION
BETWEEN EXISTING CONDITIONS, CONSTRUCTION
DRAWINGS, AND SPECIFICATIONS ARE TO BE BROUGHT TO
THE ATTENTION OF THE CONTRACTING OFFICER FOR
RESOLUTION BEFORE COMMITTING TO WORK OUTLINED.
6. KEYNOTE NUMBERING SEQUENCE FOUND ON ONE SHEET IS
INDEPENDENT FROM OTHER SHEETS IN THE SET.
7. PRE ENGINEERED METAL BUILDING MANUFACTURER SHALL
ENGINEER, PROVIDE AND INSTALL ALL COMPONENTS
LABELED "PEMB" WHERE IDENTIFIED ON THE DRAWINGS.
G E N E R A L N O T E S
ARCHITECT
CALDWELL ASSOCIATES ARCHITECTS, INC
H. MILLER CALDWELL, JR., RA
116 NORTH TARRAGONA STREET
PENSACOLA, FLORIDA 32501
(850) 439-6576 phone
(850) 438-6537 fax
P R O J E C T T E A M
MECHANICAL/PLUMBING/FIRE
PROTECTION
SCHMIDT CONSULTING GROUP
JOE JONES, PE
9014 WEST GARDEN ST.
PENSACOLA, FLORIDA 32502
(850) 438-0050 phone
CIVIL
REBOL-BATTLE INC.
PAUL BATTLE, PE
214 EAST CHURCH STREET
PENSACOLA, FLORIDA 32502
(850) 438-0400 phone
STRUCTURAL
JOE DEREUIL ASSOCIATES, LLC
JOE DEREUIL, PE
301 WEST CERVANTES STREET
PENSACOLA, FLORIDA 32502
(850) 429-1951 phone
ELECTRICAL/COMMUNICATIONS
SCHMIDT CONSULTING GROUP
TODD NICHOLSON, PE
9014 WEST GARDEN ST.
PENSACOLA, FLORIDA 32502
(850) 438-0050 phone
EARTH/COMPACT FILL
CAST-IN-PLACE/PRECAST
CONCRETE
MORTAR/GROUT (SECTION)
GYPSUM BOARD (ELEVATION)
FINISH GRADE WOOD
NOMINAL DRESSED BLOCKING
SHIM/FILLER BLOCKING WITH
BACKER ROD AND SEALANT
CMU (IN SECTION)
RIGID INSULATION
BATT INSULATION
PLYWOOD
GYPSUM BOARD
M A T E R I A L L E G E N D
SCOPE OF WORK INCLUDES THE CONSTRUCTION OF A NEW
PRE-ENGINEERED METAL BUILDING (PEMB) THAT WILL REPLACE
THE EXISTING (7) ON-SITE SHEDS CURRENTLY BEING USED FOR
STORAGE BY THE 23 STS. THE NEW STORAGE FACILITY WILL BE
APPROXIMATELY 6,400 SF IN SIZE AND WILL MATCH THE
INDUSTRIAL STYLE OF ADJACENT EXISTING FACILITIES. IT WILL
BE CLIMATE CONTROLLED (CONDITIONED) AND WILL NOT BE
ROUTINELY OCCUPIED. SITE DEVELOPMENT WILL INCLUDE
PAVED ENTRANCE POINTS FOR WARE LOADING, AND FOR
PERSONNEL INGRESS AND EGRESS. SITE UTILITIES WILL BE
EXTENDED TO SUPPORT THE NEW FACILITY, INCLUDING
ADJUSTMENTS TO EXISTING ON-SITE DRAINAGE SYSTEMS TO
ACCOMMODATE BUILDING AND SITE STORMWATER.
SCOPE OF WORK
DESIGNED BY:
A
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SP
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L O
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A
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S C
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DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
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FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
FF
F
F
F
C O D E A N A L Y S I S
OCCUPANCY CLASSIFICATION
IBC 2012: S-1 STORAGE (MODERATE HAZARD)
CONSTRUCTION TYPE
IBC 2012: TYPE II B (2B), FULLY SPRINKLERED
BUILDING AREA AND HEIGHT
TOTAL BUILDING AREA:
ALLOWABLE AREA (IBC TABLE 503)
-SINCE ACTUAL AREA IS LESS THAN ALLOWABLE, NO AREA OR
HEIGHT MODIFICATIONS ARE NECESSARY
ALLOWABLE BUILDING HEIGHT
6,408 SF
17,500 SF
3 STORIES
LIFE SAFETY INFORMATION
IBC TABLE 1004.1.2 MAX FLOOR AREA PER OCCUPANT
WAREHOUSE AREAS: 6,285 SF
6,285 SF / 500 SF GROSS / OCCUPANT = 13 OCCUPANTS
TOTAL BUILDING OCCUPANT LOAD: 13 OCCUPANTS
TOTAL WIDTH MEANS OF EGRESS:
DOORS: 32"
SEE PLAN FOR MEANS OF EGRESS WIDTH PROVIDED
EGRESS WIDTH REQUIRED
13 OCCUPANTS x 0.20" = 2.6" MIN REQUIRED PROVIDED 2-36" WITH 34" MIN CLEAR WIDTH = 2x34" = 68";
COMPLIES WITH WITH MIN. WIDTH REQUIRED
EXIT ACCESS DOORWAYS REQUIRED PER IBC 1015: 1
EXIT ACCESS DOORWAYS PROVIDED: 2
EXIT ACCESS TRAVEL DISTANCE: 400 FT
EXIT ACCESS COMMON PATH OF TRAVEL: 100 FT
MAXIMUM DEAD END CORRIDOR: 50 FT
SEE PLAN FOR TRAVEL DISTANCES PROVIDED
FIRE RESISTANCE
IBC TABLE 601 AND TABLE 602 FOR TYPE II B CONSTRUCTION:
PRIMARY STRUCTURAL FRAME: 0 hr
BEARING WALLS:
EXTERIOR BEARING: 2 hr INTERIOR BEARING: 0 hr
NONBEARING WALLS:
EXTERIOR: 0 hr (SEE BELOW) INTERIOR 0 hr
FLOOR CONSTRUCTION: 0 hr ROOF CONSTRUCTION: 0 hr
EXTERIOR WALL RATING BASED ON FIRE SEPARATION
DISTANCE FOR OCCUPANCY GROUP S-1
<5' SEPARATION 2 hr >5' to <10' SEPARATION 2 hr >10' to <30' SEPARATION 0 hr >30' SEPARATION 0 hr
FIRE EXTINGUISHER DISTRIBUTION
NFPA 10 TABLE 6.2.1.1. FOR ORIDNARY HAZARD:
MAXIMUM DISTANCE BETWEEN UNITS: 75'
MAXIMUM FLOOR AREA PER UNIT OF A: 1500 SF
EXTINGUISHERS PROVIDED: (3) 4A - 60 BC UNITS
NFPA 101 2015: STORAGE (ORDINARY HAZARD)
1 4 62 53
A
D
FE
FE
FE
B
C
62' TRAVEL DISTANCE
73' TRAVEL DISTANCE
L E G E N D
FIRE ALARM DEVICES
F
DESIGNED BY:
A
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F O
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SP
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L O
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A
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DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
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FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
3/16" = 1'-0"A4 G3
2 LIFE SAFETY PLAN
TRUE
NORTH
PROJECT
NORTH 0'2'4' 4' 8'
K E Y N O T E S
1 FIRE ALARM CONTROL PANEL; SEE ELECTRICAL
T
A
X
I
W
Y
D
W a l k u p a y
Lielmanis Avenue
I n d e p e n d e n c e
R o a d
91041
91261
91263
91264
29077
29077
91043
91038
91124
91149
91101
91141
91625
91262
91259
91113
91258
91042
91136
91126
91153
91041
91250
91049
99902
91257
91144
91028
91260
91036
91268
91114
91119
91033
91147
91027
91361
91370
91020
91020
91351
99019
91603
91601
91120
91035
91266
91106
91360
91156
91099
91145
91152
91030
91132
91034
91161
91162
91112
91133
99020
91154
91032
91122
91105
91103
91104
91146
91155
91252
91037
91140
91151
91031
91039
91130
91363
91350
91050
99998
99001
99083
99055
99126
99145
91163
91142
91137
91255
91029
91254
91364
91148
91265
91159
99045
I n d e p e n d e n c
R o a d
H o w i l t e r s y
DESIGNED BY:
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
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CH
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FTEV 15-1056
GTP
PAB
12 FEB 2016
OF 35
DESIGNED BY:
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
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CH
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AP
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FA
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FTEV 15-1056
GTP
PAB
12 FEB 2016
OF 35
LEGEND
PROPOSED
23 STS MOBILITY STORAGE FACILITY
6,465 S.F.
F.F.E = 36.9'
6''W 6''W
6''W
A A
LEGEND
DESIGNED BY:
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
OV
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CH
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FTEV 15-1056
GTP
PAB
12 FEB 2016
OF 35
PROPOSED
23 STS MOBILITY STORAGE FACILITY
6,465 S.F.
F.F.E = 36.9'
DESIGNED BY:
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
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FTEV 15-1056
GTP
PAB
12 FEB 2016
OF 35
LEGEND
DESIGNED BY:
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
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CH
IE
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GI
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AP
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FTEV 15-1056
GTP
PAB
12 FEB 2016
OF 35
TRENCH DRAIN DETAIL
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
SILT FENCE APPLICATIONS
STRAW BALE DETAIL
SILT FENCE DETAIL
TYPICAL CONCRETE PAVEMENT SECTION
N.T.S.
SIDEWALK DETAILS
BOLLARD DETAIL
BAR DETAIL FOR CURB PATCH
6" CONCRETE CURB PATCH
FDOT TYPE 'D' INLET
CONTRACTION JOINT DETAILEXPANSION CAP DETAIL
DOWELED EXPANSION JOINT
DOWELED EXPANSION JOINT AT BUILDING FOUNDATION
TYPICAL CONCRETE THICKEND EDGE
N.T.S.
ASPHALT PAVEMENT PATCH DETAIL
TYPICAL CONCRETE RAMP TURNED DOWN EDGE
DETAIL A-A
N.T.S.
2.04 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP
SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.
2.05 CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.
2.06 WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL.
2.07 DEWATER TO AT LEAST TWO FEET BELOW BOTTOM OF LOWEST FOUNDATION IF GROUNDWATER IS ENCOUNTERED.
2.08 SLAB$ON$GRADE REQUIREMENTS:
A. UNLESS NOTED OTHERWISE, THE SLAB$ON$GRADE SHALL BE A MINIMUM OF 6 INCHES THICK, PLACED ON COMPACTED SUBGRADE, AND
REINFORCED WITH #4 @ 1'$4" O.C. E.W. WITH 3" CLEAR COVER TO EARTH.
B. PLACE CONTROL OR CONSTRUCTION JOINTS AT LOCATIONS INDICATED BY “S.C.J.” IF NOT INDICATED, LOCATED JOINTS AT COLUMN CENTERLINES AND AT 15’$0” O.C MAX. SAWCUT CONTROL JOINTS AS SOON AFTER POURING AS POSSIBLE, WHEN CONCRETE WILL NOT RAVEL;
12 HRS. MAX. CURE CONCRETE IN ACCORDANCE WITH ACI 301. BEGIN CURING IMMEDIATELY AFTER POURING TO LIMIT CRACKING PRIOR TO
SAWCUTTING CONTROL JOINTS.
C. SUBGRADE SHALL BE PREPARED AS RECOMMENDED IN THE GEOTECHNICAL REPORT.
D. VAPOR RETARDER SHALL BE 10 MIL. MINIMUM THICKNESS AND SHALL CONFORM TO ASTM E1745, CLASS A, B, AND C. VAPOR RETARDER SHOULD BE PLACED OVER COMPACTED SUBGRADE. VAPOR RETARDER SHOULD BE OVERLAPPED 6 IN. AND TAPED AT THE JOINTS AND
CAREFULLY FITTED AROUND SERVICE OPENINGS.
3.00 REINFORCED CONCRETE
3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301$10, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318$11, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILING MANUAL. DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE
COMPLETED AND REVIEWED.
3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE
STRENGTHS:
A. FOUNDATIONS & SLAB$ON$GRADE 4000 PSI
CONCRETE MAY CONTAIN A PROPERLY DESIGNED SUPERPLASTICIZER FOR WORKABILITY.
3.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.
3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY.
RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.
3.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.
3.06 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".
3.07 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL CONSTRUCTION ACTIVITIES. "STICKING”
DOWELS INTO WET CONCRETE IS NOT PERMITTED.
3.08 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS "B") UNLESS NOTED OTHERWISE. TERMINATE BARS
WITH STANDARD HOOKS.
3.09 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PER ACI 318$05 PAR.7.7.1):
A. CONCRETE AGAINST EARTH (NOT FORMED): 3"
B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:
1. #6 THROUGH #18 BARS: 2"
2. #5 BARS AND SMALLER: 1$1/2"
C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
1. SLABS AND WALLS: 1"
2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1$1/2"
3.10 DO NOT PLACE DUCTS EXCEEDING ONE$THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL UNLESS SPECIFICALLY
SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.
3.11 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER.
3.12 SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF ITS 28$DAY STRENGTH.
3.13 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY A REPRESENTATIVE RESPONSIBLE
TO HIM. (RE: ACI 318 PAR. 1.3.1)
3.14 FOR CONCRETE PADS SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
4.00 PRE$ENGINEERED METAL BUILDINGS (P.E.M.B.)
4.01 BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH METAL BUILDING MANUFACTURER’S ASSOCIATION (MBMA) CRITERIA, UNLESS NOTED OTHERWISE IN THESE DRAWINGS OR SPECIFICATIONS.
4.02 BUILDING SHALL BE DESIGNED FOR THE WIND LOADS SHOWN AS THE ADDITIONAL LOADS:
A. BUILDING SELF$WEIGHT
B. COLLATERAL LOAD = 8 PSF
C. REDUCIBLE ROOF LIVE LOAD…PER CODE
1.00 GENERAL NOTES
1.01 THESE STRUCTURAL NOTES SHALL BE APPLIED WITH THE TECHNICAL SPECIFICATIONS IN THE SPECIFICATIONS MANUAL. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION
OF THE STRUCTURAL ENGINEER$OF$RECORD FOR RESOLUTION BEFORE PROCEEDING WITH
FABRICATION OR CONSTRUCTION.
1.02 ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2012.
1.03 THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:
A. UFC 1$200$01, GENERAL BUILDING REQUIREMENTS
B. UFC 3$220$01, GEOTECHNICAL ENGINEERING, 1 NOVEMBER 2012
C. UFC 3$301$01, STRUCTURAL ENGINEERING, 1 JUNE 2013, INCLUDING CHANGE 1, 15 MAY
D. UFC 3$310$04, SEISMIC DESIGN FOR BUILDINGS
E. UFC 4$010$01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, INCLUDING
CHANGE 1, DATED 1 OCTOBER 2013
F. UFC 4$010$02, DOD MIMIMUM STANDOFF DISTANCES FOR BUILDINGS, 9 FEBRUARY 2012
G. INTERNATIONAL BUILDING CODE, 2012
H. ASCE 7$10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
I. ACI 302.1 R$5, CONCRETE FLOOR AND SLAB CONSTRUCTION
J. ACI 318$11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
K. AISC MANUAL, STEEL CONSTRUCTION MANUAL, 14TH EDITION
L. ACI 360 R$10, DESIGN OF SLAB ON GRADES
M. AISC 360$10, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS
1.04 WIND LOADS $ STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF
ASCE 7$10. SEE WIND PRESSURE DIAGRAM & CHART FOR THE FOLLOWING:
A. ULTIMATE BASIC WIND SPEED
B. BUILDING RISK CATEGORY
C. WIND EXPOSURE CATEGORY
D. INTERNAL PRESSURE COEFFICIENT
E. COMPONENT & CLADDING WIND PRESSURES
1.05 EARTHQUAKE LOADS $ THE IBC REQUIRES THAT EARTHQUAKE DESIGN DATA BE PROVIDED
REGARDLESS OF WHETHER OR NOT SEISMIC LOADS GOVERN THE LATERAL FORCE RESISTING SYSTEM
DESIGN. THE DESIGN DATA IS AS FOLLOWS:
A. SEISMIC DESIGN CATEGORY: D
B. SPECTRAL RESPONSE COEFFICIENTS
1. Ss = 0.09g Sds = 0.10g
2. S1 = 0.05g Sd1 = 0.08g
C. SITE CLASSIFICATION: D
D. BASIC SEISMIC$FORCE$RESISTING SYSTEM: BY. P.E.M.B. DESIGNER
F. SEISMIC BASE SHEAR (V): BY P.E.M.B. DESIGNER
G. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
1.06 DESIGN GRAVITY LOADS ARE AS FOLLOWS:
A. SUPERIMPOSED DEAD LOADS:
1. ROOFING AND INSULATION: 4 PSF
2. MECHANICAL, ELECTRICAL, PLUMBING: 6 PSF
B. LIVE LOADS: (MAY BE REDUCED PER CODE)
1. ROOFS: 20 PSF
2. SLAB$ON$GRADE: 250 PSF
1.07 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT
SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.
1.08 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY
SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
1.09 CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN
APPROVAL OF THE ARCHITECT. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL
DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS. NOTIFY STRUCTURAL
ENGINEER OF ANY CONFLICT AND/OR OMISSION.
1.10 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN
TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS.
CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES OF CONSTRUCTION.
2.00 FOUNDATIONS AND SLAB$ON$GRADE
2.01 THE DESIGN OF FOUNDATIONS AND SLAB ON GRADE IS BASED ON THE CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT DATED JANUARY 19, 2016. THE RECOMMENDATIONS OF THAT REPORT
WERE USED IN DESIGN OF FOUNDATIONS AND SLAB$ON$GRADE.
2.02 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED BASED ON 1500 PSF ALLOWABLE SOIL BEARING PRESSURES. THE MAXIMUM BEARING PRESSURE OF 1,500 PSF WAS VERIFIED IN THE GEOTECHNICAL
REPORT DATED JANUARY 19, 2016.
2.03 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS, BACKFILLS, ETC. SHOULD THE CONTRACTOR FIND UNDESIRABLE SOILS, HE SHALL STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER. ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR A MANUALLY OPERATED VIBRATORY SLED OR TAMPER SHOULD BE USED TO DENSIFY ANY SOILS IN THE BOTTOM OF THE FOOTING TRENCHES LOOSENED DURING THE EXCAVATION
OPERATION.
4.03 THE FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE ASSUMPTION THAT THE RIGID FRAMES ARE PINNED AT THE BASE. METAL BUILDING FOUNDATION/ANCHOR CAPACITIES LISTED BELOW SHALL BE VERIFIED BY THE CONTRACTOR DURING THE BIDDING PHASE OF THE PROJECT WITH HIS METAL BUILDING SUBCONTRACTOR. IF METAL BUILDING REACTIONS ARE GREATER THAN THOSE LISTED, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL EMPLOY A REGISTERED PROFESSIONAL ENGINEER TO REDESIGN THE SLAB, TURNDOWN AND ANCHOR BOLTS AND SHALL INSTALL AS REDESIGNED. THE FINAL FOUNDATION FORCES/REACTIONS AND ANY PLAN MODIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION OF THE PEMB AND FOUNDATION REINFORCING.
4.04 DRIFT CRITERIA:
A. FOR BUILDINGS WITH MASONRY CLADDING: H/360
4.05 GIRT AND PURLIN DEFLECTION CRITERIA FOR THE FOLLOWING FINISHES:
ROOF PURLINE DEFLECTION:
A. LIVE LOAD OR WIND LOAD: L/180
B. DEAD LOAD PLUS LIVE LOAD: L/120
WALL GIRT DEFLECTION:
A. WIND LOAD: L/600
4.06 FRAME, GIRT, PURLIN AND COLUMN TYPE AND PLACEMENT SHALL BE AS INDICATED IN THESE DOCUMENTS.
4.07 TAPERED COLUMNS NOT ALLOWED, USE ONLY STRAIGHT COLUMNS
WIND LOAD DETERMINATION ASSUMPTIONS $ INTERNATIONAL BUILDING CODE 2012
ROOF SLOPE
134 C 21.4 3 ON 12 I ENCLOSED
ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)
ROOF ZONE 1
ROOF ZONE 2 ROOF ZONE 3
WALL ZONE 4 WALL ZONE 5
O$HANG O$HANG
24.3 $38.6 $67.2 42.2 $45.8 $56.5
50 19.3 $36.1 $54.7 37.8 $41.3 $47.7
17.2 $35.0 $49.3 35.9 $39.4 $43.9
$99.4
$84.4
$77.9
$132.3
$102.3
$89.4
NOTES:
1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,
OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
2. THE EDGE STRIP, a = 5.4 FT.
3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.
< 10
> 100
WIND VELOCITY
(MPH)
EXPOSURE
CATEGORY
MEAN ROOF
HEIGHT (FT.)
RISK
CATEGORY
ENCLOSURE
CATEGORY
EFF.
AREA
(SQ. FT)
REPRESENTATIVE DIAGRAM
4. PRESSURES GIVEN ARE ULTIMATE LOADS TO BE USED WITH STRENGTH DESIGN. FOR SERVICE
LOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURES BY 0.60.
SEE TABLES 2.3 AND 2.4 IN ASCE 7$10 FOR MORE INFORMATION ON LOAD COMBINATIONS.
$78.6
$78.6
$78.6
ATFP DESIGN CRITERIA PER UFC 4$010$01 DATED 9 FEBRUARY 2012, CHANGE 1, 1 OCTOBER 2013
BUILDING LOCATION: WITHIN CONTROLLED PERIMETER
BUILDING OCCUPANCY CATEGORY: LOW OCCUPANCY
PER UFC 4$010$01 LOW OCCUPANCY BUILDING IS CLASSIFIED AS ANY BUILDING OR PORTION OF A BUILDING ROUTINELY OCCUPIED BY FEWER THAN 11 DOD PERSONNEL OR WITH A POPULATION DENSITY OF LESS THAN ONE
PERSON PER 40 GROSS SQUARE FEET (40 GROSS SQUARE METERS).
1$9.1 LOW OCCUPANCY BUILDINGS: BUILDINGS WHOSE OCCUPANCIES DO NOT MEET THE OCCUPANCY LEVELS OF INHABITED OR PRIMARY GATHERING BUILDINGS OR OF BILLETING ARE EXEMPT FROM ALL PROVISIONS OF THESE
STANDARDS.
a a
5 5 a a
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METAL BUILDING FOUNDATION CAPACITIES (ASCE 7�10 SERVICE COMBINATIONS):
MAIN RIGID FRAME COLUMN SERVICE COMBINATION REACTIONS:
UPLIFT: 16 KIPS (SERVICE LOAD COMBINATION)
GRAVITY: 26 KIPS (SERVICE LOAD COMBINATION)
HORIZONTAL: 15 KIPS (SERVICE LOAD COMBINATION)
METAL BUILDING REACTIONS, PROVIDED BY THE METAL BUILDING MANUFACTURER,
SHALL BE CHECKED AGAINST THESE CAPACITIES. IF THE METAL BUILDING
REACTIONS ARE GREATER THAN THOSE INDICATED ABOVE, THE CONTRACTOR
SHALL PROVIDE A REVISED FOUNDATION AND DESIGN SIGNED AND SEALED BY A
LICENSED PROFESSIONAL ENGINEER AT NO ADDITIONAL COST TO THE GOVERNMENT.
P.E.M.B. ROOFING SYSTEM,
PURLINS AND RIGID FRAMES
SEE ARCH DRAWINGS
FOR SOFFIT
REQUIREMENTS
WALL SYSTEM WITH
VENEER, SEE ARCH.
HAIRPIN SIZE AS INDICATED
IN BUILDING DETAILS.
HOLD HAIRPIN AT 2" CLEAR
COVER TO TOP OF SLAB
4" 4"
GRID
EDGE OF
COLUMN
SLAB EDGE
SLAB
REINFORCING #4
@ 1'�4" O.C. E.W.
3/4"
S E
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LA
N
2"
CONSTRUCTION JOINT
SAWN CONTROL JOINT
1/8"x(d/4) SAWN
CONTROL JOINT
d/
WHERE LABELED: "CJ OR SCJ" MEANS
CONTRACTOR'S OPTIONS
LA
B
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3/4" DIA.x1'�2" SMOOTH DOWELS AT
12" O.C. LIGHTLY OIL FULL LENGTH
OF DOWEL OR ENSURE DOWEL IS
NOT BONDED TO CONCRETE BUT
ALLOES A TIGHT FIT FOR IMMEDIATE
LOAD TRANSFER.
CUT 50% OF HORIZONTAL BARS
AT JOINT; DO NOT CUT ALL
HORIZONTAL BARS AT JOINTS.
FOUNDATION
REINFORCING BEYOND
FOUNDATION
REINFORCING BEYOND
LEGEND
= SAWN CONTRACTION JOINT OR CONSTRUCTION JOINT; CONTRACTOR'S OPTION U.N.O. PLACE S.C.J.
AT 15')0" O.C. MAXIMUM SPACING, TYPICAL
S.C.J.
6" MINIMUM THICKNESS SLAB)ON)GRADE REINFORCED WITH #4 CONT. @ 1')4" O.C. E.W. WITH 3" CLR.
POSITIVE SUPPORT FROM BOTTOM OF SLAB. SLAB SHALL BE PLACED OVER A VAPOR BARRIER AND CAPILLARY BREAK AS INDICATED IN THE GENERAL NOTES SECTION 2.08 ON SHEET S)001. PROVIDE
4,000 PSI MIN COMP. STRENGTH CONCRETE.
6" SLAB =
= HOT DIP GALVANIZED BENT PLATE L9x5x3/8" LONG LEG VERTICAL x CLEAR OPENING + 1')4" (8"
BEARING EACH SIDE) REFER TO 5/S2 FOR TYPICAL SECTION.
H.D.G.
LINTEL
DETAIL NOTES:
• SEE ARCH. DRAWING A6 FOR ADDITIONAL
HEADER AND CLOSURE DETAILS
• TAP BENT PLATE FOR 1/4" FLAT HEAD
SCREWS @ 1'�0" O.C. PRIOR TO HOT DIP
GALVANIZING
• DETAIL IS NOT TO SCALE
HOT DIP GALVANIZED BENT
PLATE L9x5 1/2x3/8" LONG LEG VERTICAL x CLEAR OPENING +
1'�4" (8" BEARING EACH SIDE) HEADER AND STEEL
BY P.E.M.B. MFR.
2"
1/4"x3" GALV. FLATHEAD
SELF TAPPING TEK
SCREWS AT 1'�0" O.C.
MAX. SPACING
H E
A D
E R
D E
P T
H B
Y P
.E .M
.B . M
F R
3"
M
IN
IM
U
M
DESIGNED BY:
A
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F O
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P E
C
IA
L O
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R A
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IO
N S
C O
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A N
D
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
A P
P R
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C H
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ID
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D A
R D
D L
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O U
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S
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P L A
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S T O
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FTEV 15)1056
JES
LJD
12 FEB 2016
1/8" = 1')0"S2
4 SLAB)ON)GRADE PLAN
T.O.SLAB REF. ELEV: 0'�0" U.N.O. = +36.90' MSL
S2
CONSTRUCT 23 STS MOBILITY STORAGE FACILITY
ISOMETRIC
3/4" = 1')0"S2
3 TYPICAL HAIRPIN DETAIL
1" = 1')0"S2
2 S.O.G. ) TYPICAL DETAILS
H.D.G. LINTEL
H.D.G. LINTEL
H.D.G. LINTEL
1 1/2" = 1')0"S2
5 BLOCK VENEER LINTEL DETAIL
SLAB ON GRADE
0"
A
B.O. SOFFIT
FRAMING
14' � 8"
D
T.O. EAVE STRUT
17' � 8"
3'�6"
3'�6"
OUTSIDE FACE OF P.E.M.B.
RIGID FRAME COLUMN
VAPOR
RETARDER; TYP.
3" / 1 ' � 0
" 3" / 1' � 0"
CMU VENEER;
SEE ARCH.
P.E.M.B. RIGID FRAME; BY METAL
BUILDING MRF./DESIGNER.
EXTERIOR GRADING
/PAVING; SEE CIVIL
SLAB�ON�GRADE;
SEE PLAN
6" 1'�0"
1' �4
1'
�2
2'�6"
#5 6'�0" x 6" U�BAR
AROUND ANCHOR
BOLTS;TYP.
(4) 3/4" DIA. x 1'�6" F1554
GR. 36 ANCHOR BOLTS
W/ 4" PROJECTION;
TYPICAL EACH COLUMN
#3 x 2'�0" UBARS @ 2'�0" O.C.
(4) #5 CONT. TOP & BOTTOM;
PROVIDE CLASS B LAP
SPLICE WHERE REQ'D; TYP.
#3 CLOSED
STIRRUPS @ 2'�0"
O.C. MAX SPACING
(1) #4 CONT. TOP & BOTTOM;
PROVIDE CLASS B LAP
SPLICE WHERE REQ'D; TYP.
P.E.M.B. EAVE STRUT
BY METAL BUILDING
MFR./DESIGNER
P.E.M.B. ROOFING SYSTEM
AND PURLINS BY METAL
BUILDING MFR./DESIGNER
SOFFIT BY P.E.M.B.
MFR., COORD W/
ARCH DETAILS.
SSMA�F150F125�43 HAT
CHANNELS WITH 2�90 COATING
@ 1'�4" O.C. MAX SPACING AND
AS REQUIRED FOR PROPER
SHEATHING ATTACHMENT, TYP.
ANCHOR TO EACH WALL GIRT
WITH (2) #10 HWH TEK SCREWS.
FINAL WALL GIRT SHALL BE PLACED
WITHIN 2" OF FLOOR FOR HAT
CHANNEL AND LINER PANEL
SUPPORT.
1'�6"STEPPED
SLAB EDGE
4" 4"4" 4"
1'�6"
FRAME DEPTH TYP.
1'�8" MAX
SLAB ON GRADE
0"
7.1 7
CONCRETE PAVEMENT SLOPED
TO DRAIN; SEE CIVIL
OUTSIDE FACE OF
P.E.M.B. ENDWALL
COLUMNS (BEYOND)
CENTERLINE OF MAIN
P.E.M.B. RIGID FRAME
4"
1/ 2"
S T
E P
SLOPE 1/4"/FT. FROM STEP TO
SLAB EDGE; TYP. AT O/H DOORS
O/H DOOR; G.C. COORD. LOCATION
WITH MFR. AND COORD. EMBED
ANGLE AND SLAB STEP JUST TO
THE INTERIOR EDGE OF THE DOOR.
HOT DIP GALV. L2x2x1/4" GALV.
ANGLE EMBED W/ 3/8"x4"
HEADED STUDS AT 1'�0" O.C. AT
O/H DOOR LOCATIONS; TYP.
1'�6"G.C. COORD. SLAB STEP
AND ANGLE PLACEMENT
DESIGNED BY:
A
IR
F O
R C
E S
P E
C
IA
L O
P E
R A
T
IO
N S
C O
M M
A N
D
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
A P
P R
O V
E D
C H
IE
F
E N
G
IN
E E
R
A P
P R
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E D
C
IV
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N G
IN
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D A
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D E
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N A
P P
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B U
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F
IE
L D
, F L
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ID
A
S T
A N
D A
R D
D L
A Y
O U
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X
6"
S
P E
C
IA
L O
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IO
N S
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IN
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A D
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A N
D D
E T
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S3
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S T O
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IL
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FTEV 15�1056
JES
LJD
12 FEB 2016
3/4" = 1'�0"S3
1 TYPICAL SECTION AT COLUMN
3/4" = 1'�0"S3
2 TYPICAL FOUNDATION SECTION AT O/H DOORS
P.E.M.B. COLUMNS
SHALL BE STRAIGHT
A4
A43
A4
A4 2
1 4 62 53
WAREHOUSE
1'- 6"
T
YP
'-5
/2
'-0
3'-
4" 3'-
4" 3'-
4" 4'-
4" 4'-
2" 1'-
6" T
YP
19'-6" 19'-2" 19'-2" 19'-2" 19'-2"
1'-6" TYP. 33'-10" 3'-4" 4'-0" 14'-0" 60'-6" 1'-6" TYP.
A5
A
D
101A 101B
101C
101D
1 2
1 1
SLOPE
SL
OP
E
UP
118'-8"
'-0
'-1
13'-9"
A2
A2
A1
A1
A1
A1
MECH
102 102
19'-6" 1'-6" TYP.
1'-0" TYP.
1'-6" TYP.
B
C
'-0
1'-
6" T
YP
1'- 6"
T
YP
'-4
'-4
'-3
/2
1'-0" TYP.
1'- 0"
T
YP
9"
9"
3" TYP.
3" T
YP
NEW WALL PARTITION; SEE WALL
TYPES
NEW CMU VENEER; SEE WALL TYPE
NEW DOOR; SEE DOOR SCHEDULE
NEW OVERHEAD COILING DOOR;
MOTORIZED, SEE DOOR SCHEDULE
L E G E N D
DESIGNED BY:
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
OV
ED
CH
IE
F
EN
GI
NE
ER
AP
PR
OV
ED
CI
VI
L E
NG
IN
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DA
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DE
SC
RI
PT
IO
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AP
P'D
SP
EC
IA
L O
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S
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IN
EE
R
S Q
U A
D R
O N
H U
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LB
U R
T
FI
EL
D
, F
LO
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ID
A
ST
AN
DA
RD
D
LA
YO
UT
(2 4"
X
N
EW
W O
R K
FL
O
O R
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LA
N
A1
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F
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FA
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IL
IT
Y
FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
12 of 35 3/16" = 1'-0"A4 A1
1 OVERALL NEW WORK FLOOR PLAN
0'2'4' 4' 8'
K E Y N O T E S
1 CONCRETE FILLED 6" DIAMETER GALVANIZED
STEEL BOLLARD 4'-0" TALL - PAINTED. INSTALL
REFLECTIVE TAPE BAND AT TOP
2 NEW CAST IN PLACE CONCRETE PAVEMENT; SEE
CIVIL
3 APPROXIMATE LINE OF EXISTING CONCRETE
CURB; SEE CIVIL
4 PROVIDE 8' TALL PEMB LINER PANEL FINISH ON
OUTSIDE FACE OF GYPSUM BOARD WALL
5 WALL HUNG FIRE EXTINGUISHER
6 PEMB STRUCTURAL FRAME, PAINTED
7 HVAC EQUIPMENT PAD; SEE MECHANICAL
TRUE
NORTH
PROJECT
NORTH
DT
DT
DT
DT
DT
DT
DT
DT
DT
DT
M
1 4 62 53
A5
A
D
B
C
WAREHOUSE
MECH
L E G E N D
NEW ELECTRICAL FIXTURES; SEE
ELECTRICAL
CEILING MOUNTED SENSOR; SEE
ELECTRICALDT
DESIGNED BY:
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
OV
ED
CH
IE
F
EN
GI
NE
ER
AP
PR
OV
ED
CI
VI
L E
NG
IN
EE
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DA
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DE
SC
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PT
IO
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AP
P'D
SP
EC
IA
L O
PE
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A
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S
EN
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IN
EE
R
S Q
U A
D R
O N
H U
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LB
U R
T
FI
EL
D
, F
LO
R
ID
A
ST
AN
DA
RD
D
LA
YO
UT
(2 4"
X
N
EW
W O
R K
R
EF
LE
C
TE
D
C
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LI
N
G P
LA
N
A2
SO
F
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RU
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S
TS
M O
BI
LI
TY
S
TO
RA
G E
FA
C
IL
IT
Y
FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
13 of 35 3/16" = 1'-0"A4 A2
1 NEW WORK RCP
K E Y N O T E S
1 OUTLINE OF OVERHEAD COILING DOOR HOUSING
2 PEMB PREFINISHED METAL SOFFIT PANELS,
PERFORATED
3 PEMB STRUCTURAL FRAME, PAINTED
4 SOFFIT MOUNTED LIGHT FIXTURE, SEE
ELECTRICAL
0'2'4' 4' 8'TRUE
NORTH
1 4 62 53
A5
A
D
3"
1' -0
3"
1' -0
B
C
DESIGNED BY:
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
OV
ED
CH
IE
F
EN
GI
NE
ER
AP
PR
OV
ED
CI
VI
L E
NG
IN
EE
R
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V
DA
TE
DE
SC
RI
PT
IO
N
AP
P'D
SP
EC
IA
L O
PE
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A
TI
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S
EN
G
IN
EE
R
S Q
U A
D R
O N
H U
R
LB
U R
T
FI
EL
D
, F
LO
R
ID
A
ST
AN
DA
RD
D
LA
YO
UT
(2 4"
X
N
EW
W O
R K
R O
O F
PL
AN
A3
SO
F
C O
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RU
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M O
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TO
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FA
C
IL
IT
Y
FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
14 of 35 3/16" = 1'-0"A4 A3
1 NEW WORK ROOF PLAN
K E Y N O T E S
1 PEMB PREFINISHED STANDING SEAM METAL
ROOF SYSTEM
2 PEMB PREFINISHED METAL ROOF CANOPY OVER
DOOR OPENING BELOW
0'2'4' 4' 8'
TRUE
NORTH
01-FLOOR
02-ROOF
17'-8"
A D
101D
101C
2 24
B.O.SOFFIT FRAMING
14'-8"
T.O. BAND 1
8"
BOT. OF CANOPY/
T.O. BAND 2
8'-0"
3"
1'-0"
B C
2' -1
1" T
YP
1313 14
T.O. OHCD
17'-0"
20 20
01-FLOOR
0"
02-ROOF
17'-8"
146 25 3
B.O.SOFFIT FRAMING
14'-8"
T.O. BAND 1
8"
BOT. OF CANOPY/
T.O. BAND 2
8'-0"
T.O. OHCD
17'-0"
4'-0"
4'-0"
20 20 20 20 20 20
01-FLOOR
0"
02-ROOF
17'-8"
AD
3"
1'-0"
B.O.SOFFIT FRAMING
14'-8"
T.O. BAND 1
8"
BOT. OF CANOPY/
T.O. BAND 2
8'-0"
2' -1
1" T
YP
3"
1'-0"
BC
T.O. OHCD
17'-0"
20 20
01-FLOOR
0"
02-ROOF
17'-8"
1 4 62 53
101B
101A
8 8
B.O.SOFFIT FRAMING
14'-8"
T.O. BAND 1
8"
BOT. OF CANOPY/
T.O. BAND 2
8'-0"
141514
/ TOP OF OHCD
OPNG 1717 19
T.O. OHCD
17'-0"
4'-0"4'-0"
20 20 20 20 20
DESIGNED BY:
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
OV
ED
CH
IE
F
EN
GI
NE
ER
AP
PR
OV
ED
CI
VI
L E
NG
IN
EE
R
RE
V
DA
TE
DE
SC
RI
PT
IO
N
AP
P'D
SP
EC
IA
L O
PE
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A
TI
O N
S
EN
G
IN
EE
R
S Q
U A
D R
O N
H U
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LB
U R
T
FI
EL
D
, F
LO
R
ID
A
ST
AN
DA
RD
D
LA
YO
UT
(2 4"
X
EX
TE
R
IO
R E
LE
VA
TI
O
N S
A4
SO
F
C O
N
ST
RU
C
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M O
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S
TO
RA
G E
FA
C
IL
IT
Y
FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
3/16" = 1'-0"A1 A4
3 EXTERIOR NEW WORK ELEVATION - EAST
3/16" = 1'-0"A1 A4
1 EXTERIOR NEW WORK ELEVATION - NORTH
3/16" = 1'-0"A1 A4
2 EXTERIOR NEW WORK ELEVATION - WEST
3/16" = 1'-0"A1 A4
4 EXTERIOR NEW WORK ELEVATION - SOUTH
0'2'4' 4' 8'
0'2'4' 4' 8'
0'2'4' 4' 8'
0'2'4' 4' 8'
K E Y N O T E S
1 PEMB PREFINISHED STANDING SEAM METAL
ROOF SYSTEM
2 CONCRETE FILLED 6" DIAMETER GALVANIZED
STEEL BOLLARD 4'-0" TALL - PAINTED. INSTALL
REFLECTIVE TAPE BAND AT TOP
3 MOTORIZED OVERHEAD COILING DOOR, FIELD
PAINTED; SEE DOOR SCHEDULE
4 INSULATED HOLLOW METAL DOOR AND FRAME,
PAINTED
5 NEW CAST IN PLACE CONCRETE PAVEMENT;
SEE CIVIL
6 PEMB PREFINISHED METAL RAKE TRIM
7 PEMB PREFINISHED METAL ROOF CANOPY
OVER DOOR OPENING BELOW
8 WALL MOUNTED EXTERIOR LIGHTING; SEE
ELECTRICAL. MOUNT ON CMU @ 11' - 8" AFF
(CENTER OF FIXTURE)
9 4" NOMINAL SPLIT-FACE CONCRETE BLOCK
VENEER, STACKED BOND, INTEGRALLY
COLORED
10 4" NOMINAL SPLIT RIB CONCRETE BLOCK
VENEER, STACKED BOND, INTEGRALLY
COLORED
11 4" NOMINAL SMOOTH FACE CONCRETE BLOCK
ACCENT BAND, INTEGRALLY COLORED
12 PREFINISHED METAL STORM PROOF LOUVER;
SEE MECHANICAL
13 FIRE SUPPRESSION SYSTEM COMPONENTS,
SEE FIRE PROTECTION DRAWINGS
14 EXTERIOR WALL OUTLET, SEE ELECTRICAL
15 EQUIPMENT SAFETY SWITCH, SEE ELECTRICAL
16 12" NOM. HIGH SMOOTH FACE CMU REVEAL AT
OHCD HEAD, SEE DETAIL 1/A6
17 16" NOM. WIDE SPLIT FACE CMU REVEAL AT
OHCD JAMB, SEE DETAIL 2/A6
18 APPROX. 8"X10" DARK BRONZE ANODIZED
ALUMINUM MECHANICAL ROOM SIGNAGE
ATTACHED TO WALL WITH CONCEALED
FASTENERS. COORDINATE SIGN NAME,
NUMBERING AND FINAL LOCATION WITH
CONTRACTING OFFICER.
19 APPROX. 8"X16" DARK BRONZE ANODIZED
ALUMINUM BUILDING NUMBER SIGNAGE
ATTACHED TO WALL WITH CONCEALED
FASTENERS. COORDINATE NUMBERING,
COLOR, SIZE AND FINISH WITH HURLBURT
FIELD STANDARDS. CONFIRM FINAL
INSTALLATION LOCATION WITH CONTRACTING
OFFICER.
20 FULL HEIGHT MASONRY VENEER EXPANSION
JOINT - CONSTRUCT AS OPEN JOINT, FREE OF
MORTAR TRAILINGS. PROVIDE BACKER ROD
AND SEALANT TOOLED FLUSH WITH FINISH
FACE OF CMU. SEALANT COLOR TO MATCH
COLOR OF CMU.
01-FLOOR
02-ROOF
17'-8"
A D
A5
WAREHOUSE
MECH
B.O.SOFFIT FRAMING
14'-8"
T.O. BAND 1
8"
BOT. OF CANOPY/
T.O. BAND 2
8'-0"
B C
T.O. OHCD
17'-0"
01-FLOOR
0"
02-ROOF
17'-8"
D
B.O.SOFFIT FRAMING
14'-8"
3'-6" TYP.
T.O. BAND 1
8"
BOT. OF CANOPY/
T.O. BAND 2
8'-0"
NOTE: OVERHANG PROFILE AT
GABLE ENDS IS SIMILAR
A5
30 ( AT HEAD JOINTS )
T.O. OHCD
17'-0"
• 5/8" GYPSUM BOARD, MOISTURE/ MOLD RESISTANT TYPE X
• GALVANIZED METAL FULL HEIGHT TO DECK STUDS; SEE SIZES BELOW
• PEMB PREFINISHED METAL LINER PANEL
• EXTEND TO 8'-0" A.F.F.
• FINISH WITH GYPSUM FROM 8'-0" TO DECK
A2: 20ga - 6" @16"O.C.
PLAN
• SEE FINISH SCHEDULE FOR ADDITIONAL FINISH
REQUIREMENTS
TYPICAL UNRATED PARTITION
GYPSUM BOARD
FINISH ON
WALL FACE
ABOVE
• 4" NOMINAL CONCRETE MASONRY VENEER, SEE ELEVATION
FOR TYPES
• 2 3/8" AIR GAP
• MASONRY TIES @ 16" ON CENTER
• SELF ADHERING, SHEET APPLIED VAPOR BARRIER
• 1/2" GLASS MAT GYPSUM SHEATHING
• 1 1/2" GALVANIZED HAT CHANNEL FURRING INSTALLED
FLUSH AGAINST METAL BUILDING GIRTS, SEE STRUCTURAL
• PEMB UNFACED BATT INSULATION, FULL DEPTH
• PEMB WALL GIRTS
• PEMB PREFINSIHED METAL LINER PANEL
PLAN
• SEE FINISH SCHEDULE FOR ADDITIONAL FINISH
REQUIREMENTS
TYPICAL UNRATED PARTITION
01-FLOOR
0"
D
T.O. BAND 1
8"
28 20
1. PREFINISHED METAL LINER PANEL SHALL BE PEMB
MANUFACTURES STANDARD PROFILE 24 GA. GALVANIZED
STEEL PANEL WITH 3/4" RIBS @ 6" O.C. +/-, PREFINISHED IN
MANUFACTURES STANDARD COLOR RANGE.
2. PEMB CONSTRUCTIONS, INCLUDING MAIN ROOF/ FASCIA/
SOFFIT CONFIGURATION AND EAST SIDE ENTRANCE CANOPY
CONFIGURATION ARE DIAGRAMMATICALLY SHOWN AND SHALL
BE ENGINEERED BY THE PEMB MANUFACTURER TO UTILIZE
THEIR STANDARD COMPONENTS AND DETAILS. FINAL PROFILE
SHALL BE ADJUSTED AS REQUIRED.
3. THRU-WALL FLASHING AND MORTAR NET WALL COMPONENTS
SHOWN ON THE DRAWINGS DIFFER IN CONFIGURATION AND
INSTALLATION FROM THAT SPECIFIED IN THE HURLBURT FIELD
BASE-STANDARD SPECIFICATIONS PROVIDED AS PART OF THE
CONSTRUCTION DOCUMENTS. THESE COMPONENTS HAVE BEEN
APPROVED AS SHOWN, AND SHALL BE FURNISHED AND
INSTALLED AS INDICATED ON THE DRAWINGS.
G E N E R A L N O T E S
DESIGNED BY:
A
IR
F O
R C
E
SP
EC
IA
L O
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R
A
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O N
S C
O M
M A
N D
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
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FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
1/4" = 1'-0"A1 A5
1 BUILDING SECTION
0'2'4' 4' 8'
3/4" = 1'-0"A5 A5
2 WALL SECTION
0'6"1' 1' 2'
K E Y N O T E S
1 PEMB PREFINISHED STANDING SEAM METAL
ROOF SYSTEM
2 PEMB PREFINISHED METAL SOFFIT PANELS,
PERFORATED
3 PEMB ROOF PURLIN WITH THERMAL SPACERS,
TYP.
4 PEMB WALL GIRT, TYP.
5 4" NOMINAL SPLIT-FACE CONCRETE BLOCK
VENEER, STACKED BOND, INTEGRALLY COLORED
6 PEMB PREFINISHED METAL LINER PANEL, FULL
HEIGHT OF ALL EXTERIOR WALLS
7 VAPOR BARRIER; SEE STRUCTURAL
8 5/8" GYPSUM BOARD CLAD METAL STUD WALL
CONSTRUCTION, SEE WALL TYPE A2
9 PEMB "SIMPLE SAVER SYSTEM" MINIMUN R-30
UNFACED BATT INSULATION WITH WHITE FABRIC
LINER, OR APPROVED EQUAL INSULATION
SYSTEM. INSTALL WITH MANUFACTURER'S
STANDARD PREFINISHED METAL STRAP SUPPORT
SYSTEM
10 EXTEND SHEET APPLIED VAPOR BARRIER OVER
FURRING TOP TRACK AND ONTO PEMB ROOF
PURLIN/EAVE STRUT
11 PEMB FRAME EXTENSION
12 PEMB PREFINISHED STANDING SEAM FASCIA
PANELS
13 PEMB SOFFIT AND FASCIA FRAMING -
COORDINATE WITH INSTALLATION OF WALL
FURRING, SHEATHING AND VAPOR BARRIER
14 1 1/2" GALVANIZED METAL HAT CHANNEL
FURRING WITH CONTINUOUS TOP AND BOTTOM
TRACK, SEE STRUCTURAL
15 4" NOMINAL SMOOTH FACE CONCRETE BLOCK
ACCENT BAND, INTEGRALLY COLORED
16 1/2" GLASS MAT GYPSUM SHEATHING
17 SELF ADHERING SHEET APPLIED VAPOR BARRIER,
LAP ONTO THRU-WALL FLASHING AT A MIN. OF 4"
18 4" NOMINAL SPLIT RIB CONCRETE BLOCK VENEER,
STACKED BOND, INTEGRALLY COLORED
19 COATED COPPER THRU WALL FLASHING WITH
STAINLESS STEEL TERMINATION BAR SET IN FULL
BED OF SEALANT
20 GROUT SOLID ALL WALL CAVITIES BELOW GRADE
21 WEEPS AT 16" ON CENTER
22 INSTALL SILL SEALER STRIP @ FURRING BOTTOM
TRACK
23 PEMB PREFINISHED METAL SOFFIT CLOSURE
TRIM PEICE
24 10" HIGH MORTAR NET IN WALL CAVITY
25 PEMB UNFACED BATT INSULATION FULL DEPTH
IN WALL CAVITY INSTALL WITH MANUFACTURERS
STANDARD INSULATION HOLDERS, AS REQUIRED
26 APPROXIMATE LINE OF GRADE
27 PEMB STRUCTURAL FRAME, PAINTED. NOTE:
FRAME PROFILE SHALL BE "STRAIGHT" AND NOT
TAPERED
28 CAST IN PLACE CONCRETE FOUNDATION; SEE
STRUCTURAL
29 HVAC DUCTWORK, PAINTED; SEE MECHANICAL
30 ADJUSTABLE MASONRY VENEER ANCHORS @ 16"
O.C., STAGGERED
1 1/2" = 1'-0"A5
3 WALL TYPE A2
1 1/2" = 1'-0"A5
4 WALL TYPE A1
0'3"6" 6" 1' 0'2"4" 4" 8"
0'3"6" 6" 1'
1 1/2" = 1'-0"A5 A5
5 ENLARGED DETAIL
PREFINISHED METAL LINER
PANEL (PEMB PACKAGE)
UNFACED BATT INSULATION
(PEMB PACKAGE)
DOOR OPENING
FRAMING (PEMB
PACKAGE)
PREFINISHED LINER
PANEL EDGE TRIM
(PEMB PACKAGE)
1 1/2" GALVANIZED METAL
HAT CHANNELS SEE
STRUCTURAL
4" NOMINAL MASONRY
VENEER; SEE ELEVATIONS
FOR TYPES
SELF ADHERING, SHEET
APPLIED VAPOR BARRIER
LAP ONTO THRU-WALL
FLASHING MIN 4"
COATED COPPER THRU WALL
FLASHING
10" HIGH MOTAR NET IN
WALL CAVITY
WEEPS AT 16" O.C.
GALVANIZED BENT PLATE
LINTEL ; PAINTED, SEE
STRUCTURAL
.015" STAINLESS STEEL DRIP
EDGE UNDER THRU-WALL
FLASHING, 3" WIDE
INSULATED,
OVERHEAD COILING
DOOR, FIELD PAINTED
- MOTORIZED
OPERATION
OVERHEAD COILING
DOOR HOUSING,
PAINTED - FASTEN TO
FRAMING PROVIDED
WITH PEMB PACKAGE
PER MFG.
RECOMMENDATIONS
TO MEET WIND
PRESSURE
REQUIREMENTS
SEALANT
CONTRACTOR PROVIDED
3"x1'-0"x3/16" THICK
GALVANIZED BENT PLATE
JAMB PROFILE AT DOOR
OPENING
STAINLESS STEEL
TERMINATION BAR SET IN
FULL BED OF SEALANT
4" 2 1/2" 11 1/2"
1/2"
4" NOMINAL MASONRY VENEER;
SEE ELEVATIONS FOR TYPES
ADJUSTABLE MASONRY
TIES AT 16" O.C. ,
STAGGERED
SELF ADHERING SHEET
APPLIED VAPOR BARRIER
1/2" GLASS MAT GYPSUM
SHEATHING
1 1/2" GALVANIZED METAL HAT
CHANNELS SEE STRUCTURAL
UNFACED BATT INSULATION
(PEMB PACKAGE)
PREFINISHED METAL
LINER PANEL WITH TRIM
(PEMB PACKAGE)
GALVANIZED METAL MESH TIES AT
16" O.C. VERTICALLY
DOOR OPENING FRAMING
(PEMB PACKAGE)
INSULATED, OVERHEAD COILING
DOOR, FIELD PAINTED - MOTORIZED
OPERATION
CONTRACTOR PROVIDED
4"x1'-3"x3/16" THICK
GALVANIZED BENT PLATE
JAMB PROFILE AT DOOR
OPENING, PAINTED - FASTEN
TO PEMB OPENING FRAMING
A,7
OVERHEAD COILING DOOR TRACK, PAINTED - FASTEN
TO OPENING FRAMING PER MANUFACTURERS
RECOMMENDATIONS TO MEET WIND RESISTANCE
REQUIREMENTS
SEALANT
1/
2" 3"
/2
1'- 6"
1/ 2"
INSULATED,
OVERHEAD COILING
DOOR, FIELD PAINTED,
MOTORIZED
OPERATION
CONCRETE SLAB ON GRADE;
SEE STRUCTURAL
4" NOMINAL
MASONRY
VENEER BEYOND;
SEE ELEVATIONS
FOR TYPES
BENT PLATE JAMB
PROFILE BEYOND,
PAINTED
CONCRETE
PAVEMENT
SLOPED TO
DRAIN; SEE CIVIL
A, 7
SEALANT ALL AROUND
SLAB RECESS; SEE
STRUCTURAL
GALVANIZED STEEL
ANGLE AT RECESS;
SEE STRUCTURAL
1/ 2"
1'-6"
1" TYP.
PREFINISHED METAL
LINER PANEL (PEMB
PACKAGE)
UNFACED BATT
INSULATION (PEMB
PACKAGE)
DOOR OPENING
CHANNEL PROFILE
(PEMB PACKAGE)
PREFINISHED LINER
PANEL EDGE TRIM (PEMB
PACKAGE)
PREFINISHED METAL
DOOR OPENING TRIM
(PEMB PACKAGE)
1 1/2" GALVANIZED METAL HAT
CHANNELS SEE STRUCTURAL
4" NOMINAL MASONRY
VENEER; SEE ELEVATIONS
FOR TYPES
SELF ADHERING, SHEET
APPLIED VAPOR BARRIER
LAP ONTO THRU-WALL
FLASHING MIN. 4"
COATED COPPER THRU WALL
FLASHING
MORTAR NET IN WALL CAVITY
10" HIGH
WEEPS AT 16" O.C.
GALVANIZED BENT PLATE
LINTEL; PAINTED, SEE
STRUCTURAL
BACKER ROD AND
SEALANT, BOTH SIDES
0,015" STAINLESS STEEL DRIP
EDGE, UNDER THRU-WALL
FLASHING, 3" WIDE
HM FRAME AS
SCHEDULED, PAINTED
DOOR AS SCHEDULED, PAINTED
1/2" GLASS MAT GYPSUM
SHEATHING
STAINLESS STEEL
TERMINATION BAR SET IN FULL
BED OF SEALANT
A, 7
1" T
YP
4" NOMINAL MASONRY VENEER;
SEE ELEVATIONS FOR TYPES
ADJUSTABLE MASONRY TIES
AT 16" O.C.
SELF ADHERING SHEET
APPLIED VAPOR BARRIER
1/2" GLASS MAT GYPSUM
SHEATHING
1 1/2" GALVANIZED METAL HAT
CHANNELS, SEE STRUCTURAL
UNFACED BATT
INSULATION (PEMB
PACKAGE)
PREFINISHED METAL
LINER PANEL WITH TRIM
(PEMB PACKAGE)
GALVANIZED METAL MESH TIES AT
16" O.C. VERTICALLY
JAMB ANCHOR, MIN. (3) PER SIDE
DOOR AS SCHEDULED,
PAINTED
HM FRAME AS SCHEDULED, PAINTED
BACKER ROD AND
SEALANT, BOTH SIDES
PREFINISHED METAL DOOR
FLASHING (PEMB PACKAGE)
DOOR OPENING CHANNEL
PROFILE (PEMB PACKAGE)
PREFINISHED METAL LINER PANEL
(PEMB PACKAGE)
DOOR AS SCHEDULED,
PAINTED
HM FRAME AS
SCHEDULED, PAINTED
EXTRUDED
ALUMINUM
THRESHOLD, SET IN
FULL BED OF
SEALANT
CONCRETE SLAB ON GRADE; SEE
STRUCTURAL
4" NOMINAL VENEER
BEYOND; SEE
ELEVATIONS FOR TYPES
CONCRETE PAVEMENT
SLOPED TO DRAIN; SEE CIVIL
A, 7
5 1/2"
PREFINISHED METAL LINER
PANEL (PEMB PACKAGE)
UNFACED BATT INSULATION
(PEMB PACKAGE)
DOOR OPENING FRAMING
(PEMB PACKAGE)
PREFINISHED LINER PANEL
EDGE TRIM (PEMB PACKAGE)
INSULATED, OVERHEAD
COILING DOOR, FIELD
PAINTED - MOTORIZED
OPERATION
OVERHEAD COILING DOOR
HOUSING, PAINTED -
FASTEN TO FRAMING
PROVIDED WITH PEMB
PACKAGE PER MFG.
RECOMMENDATIONS TO
MEET WIND PRESSURE
REQUIREMENTS
A
SELF ADHERING, SHEET
APPLIED VAPOR
BARRIER
1/2" GLASS MAT
GYPSUM SHEATHING
PEMB SOFFIT
FRAMING
PEMB PREFINISHED
METAL SOFFIT PANELS
WITH J-TRIM
PERFORATED
SEALANT ALL
AROUND, BOTH
SIDES
B.O.SOFFIT FRAMING
14'-8" A.F.F.
1 1/2" GALVANIZED
METAL HAT CHANNELS
SEE STRUCTURAL
CONTRACTOR PROVIDED
3"x1'-0"x3/16" THICK
GALVANIZED BENT PLATE
JAMB PROFILE AT DOOR
OPENING
1" TYP.
PEMB GALV. METAL OUTRIGGERS W/ EDGE
PROFILE - FASTEN TO PEMB WALL
FRAMING SUPPORTS SECURELY TO
WITHSTAND WIND LOADS.
2'-8"
PEMB PREFINISHED
METAL EDGE TRIM
PEMB PREFINISHED
STANDING SEAM METAL
ROOF PANELS
HEAVY GAGE
GALVANIZED METAL
PROFILE AT ROOF EDGE
PEMB PREFINISHED METAL WALL
FLASHING IN BED JOINT WITH
PREFINISHED GASKETED
FASTENERS @ 12" O.C.
PREFINISHED METAL "Z"
CLOSURE PIECE SET IN
SEALANT BED
PEMB FRAMING NOTE:
PROVIDE VERTICAL SUPPORTS BETWEEN HORIZONTAL
GIRTS TO FASTEN CANOPY OUTRIGGERS. SIZE,
QUANTITY, AND SPACING OF OUTRIGGERS TO BE
DETERMINED BY PEMB MANUFACTURER.
NOTE:
SEE DETAL 4 FOR ADDITIONAL WALL AND DOOR COMPONENT
KEYNOTING
WEEPS AT 16" O.C.
WEEPS AT 16" O.C.
GALVANIZED BENT PLATE LINTEL, SEE
STRUCTURAL
8'-0"
MOTAR NET IN WALL CAVITY
PEMB PREFINISHED METAL SOFFIT
PANELS WITH J-TRIM, PERFORATED
THRU-WALL FLASHING WITH
STAINLESS STEEL DRIP EDGE, TYP.
PEMB SOFFIT
FRAMING
10" HIGH MORTAR NET
COATED COPPER THRU-WALL
FLASHING
DESIGNED BY:
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
AP
PR
OV
ED
CH
IE
F
EN
GI
NE
ER
AP
PR
OV
ED
CI
VI
L E
NG
IN
EE
R
RE
V
DA
TE
DE
SC
RI
PT
IO
N
AP
P'D
SP
EC
IA
L O
PE
R
A
TI
O N
S
EN
G
IN
EE
R
S Q
U A
D R
O N
H U
R
LB
U R
T
FI
EL
D
, F
LO
R
ID
A
ST
AN
DA
RD
D
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UT
(2 4"
X
D O
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D
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AI
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M O
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TO
RA
G E
FA
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IL
IT
Y
FTEV 15-1056
L. BALDWIN
M. FAWZY
12 FEB 2016
3" = 1'-0"A6
1 OHCD DOOR HEAD
3" = 1'-0"A6
2 OHCD DOOR JAMB
3" = 1'-0"A6
3 OHCD DOOR THRESHOLD
3" = 1'-0"A6
4 TYPICAL HM DOOR HEAD
3" = 1'-0"A6
5 TYPICAL HM DOOR JAMB
3" = 1'-0"A6
6 TYPICAL HM DOOR THRESHOLD
0'2"4" 4" 8" 0'2"4" 4" 8"
0'2"4" 4" 8" 0'2"4" 4" 8"
0'2"4" 4" 8"0'2"4" 4" 8"
3" = 1'-0"A6
7 OHCD DOOR HEAD TO SOFFIT CONNECTION
0'2"4" 4" 8"
3" = 1'-0"A6
8 HM DOOR HEAD AT ENTRY CANOPY
0'2"4" 4" 8"
D O O R T Y P E S
SE
E
SC
HE
D.
SEE SCHED.
F
FLUSH, GALVANIZED
HOLLOW METAL WITH
INSULATED CORE
OHCD
MOTORIZED OVERHEAD COILING
DOOR WITH INSULATED, GALVANIZED
HOLLOW METAL SLATS, FACTORY
PRIMED FOR FIELD PAINTING
SE
E
SC
HE
D.
SEE SCHED.
F R A M E T Y P E
2" SEE SCHED. 2"
4"
SE
E
SC
HE
D.
HM-1
HOLLOW METAL
MASONRY FRAME,
GALVANIZED
F I N I S H I N D E X
FLOORS
SC SEALED FLOORING
SC-1 SEALED CONCRETE
WALLS, INTERIOR
P WALL PAINT, INCLUDING EXPOSED PEMB STRUCTURE
P-1 WALL PAINT COLOR: MATCH COLOR OF MP-1
WCWALL COVERING
MP-1 PEMB PREFINISHED METAL LINER PANEL, MFG. STD. COLOR "LIGHT GREY"
DOORS, INTERIOR AND EXTERIOR
HOLLOW METAL AND OVERHEAD CEILING DOORS:
FP-1 FIELD PAINT MEDIUM BRONZE TO MATCH HURLBURT STANDARD
HOLLOW METAL FRAMES
FP-1 FIELD PAINT MEDIUM BRONZE TO MATCH HURLBURT STANDARD
EXTERIOR COMPONENTS, PREFINISHED
FL PREFINISHED METAL FLASHING TRIM AND SOFFIT PANELS
FL-1 MEDIUM BRONZE TO MATCH HURLBURT STANDARD
SS PREFINISHED METAL STANDING SEAM ROOFING AND FASCIA PANELS
SS-1 MEDIUM BRONZE TO MATCH HURLBURT STANDARD
IC INTEGRALLY COLORED CMU VENEER
IC-1 "LIBERTY TAN" BY USA BLOCK OR EQUAL (ALL CMU TYPES)
CEILING COMPONENTS
C CEILING PAINT
C-1 MATCH COLOR OF MP-1
1. PROVIDE STAINLESS STEEL DOOR HARDWARE, INCLUDING
HINGES, LATCH SET AND LOCKS. PROVIDE DOOR CLOSERS.
2. PROVIDE MANUFACTURERS STANDARD HARDWARE PACKAGE,
INCLUDING MOTORIZED CONTROLS
3. FIELD PAINT COLOR NOTED ON FINISH SCHEDULE.
REMARKS
H A R D W A R E S E T
HARDWARE SET DOOR 101A, 101C, AND 102 (SIM):
3 EA. HINGE BB1199 4-1/2" x 4-1/2" x NRP US32D HA 1 EA. LOCKSET 45H-7-TD-14-J x CORMAX 630 BE
1 EA. CORE BRASS CONSTRUCTION CORE BE
1 EA. CLOSER 8616 DS COV 689 DO
1 EA. KICK PLATE 190S x 8" x 34" US32D HA 1 EA. THRESHOLD 520S x 36" AL HA 1 EA. RAIN DRIP 810S x 40" AL HA 1 SET WEATHERSEAL 890S x 36" x 84" AL HA
NOTE: FOR DOOR 102, PROVIDE 520S x 48" THRESHOLD, 190S x 8" x 46" KICKPLATE, 8105 x 52" RAIN DRIP AND 890S x 48" x 84" WEATHERSEAL
HARDWARE SET 101B AND 101D:
- ALL HARDWARE TO BE FURNISHED BY OVERHEAD COILING DOOR
MANUFACTURER.
- FURNISH WITH…
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