ESBD_395178_1739228022251_IW209163 Drawings.pdf

PDF 7 MB Posted Feb 10, 2025

Attached to: Purchase and Installation of Water Softeners
Solicitation number: IW209163
Issued by: Schleicher County, Texas

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Written by GovTribe AI · Feb 11, 2025

This is a set of engineering drawings from the Texas Department of Criminal Justice (TDCJ) Engineering Service for the installation of unit-wide water softeners at the San Saba Unit in San Saba, Texas. The project (MWR #06523004) involves constructing a new 10'-6" x 25'-2" metal building to house water softener equipment, including installation of a 5" concrete slab, water softener system on a 64" x 104" skid, brine tanks, and associated plumbing and electrical work. The drawings are dated July 29, 2024 and include detailed specifications for structural components, wall systems, roofing, doors, and utilities. The building will be located adjacent to the main facility building in Sector 4.

The drawings specify construction requirements including a 5" concrete slab with vapor barrier, 6" cold-formed metal stud walls with R-13 insulation, PBR metal panel roofing with R-30 insulation, one 6'x10' hollow metal door, and one 6'x7' overhead roll-up door. The structure must meet wind design criteria for 110 MPH basic wind speed with an importance factor of 1.25 for Occupancy Category I-3. Foundation specifications require 1.50 KSF bearing capacity for continuous footings and 2.00 KSF for isolated footings. The plans include detailed requirements for concrete work, structural steel, reinforcing, and metal panel installation.

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HUNTSVILLE, TEXAS

ENGINEERING SERVICES

M.W.R. NO. 06523004

TYLER

HUNTSVILLE

AUSTIN

SAN ANTONIO

HOUSTON

DALLAS

LUBBOCK

AMARILLO

EL PASO

LAREDO

FT. WORTH

INSTALL WATER SOFTENERS - UNIT WIDE

SAN SABA UNIT

SAN SABA COUNTY

UNIT LOCATION

SAN SABA, TEXAS

31.2003 N / -98.7623 W

SAN SABA UNIT

SNOOK

WORK SITE VIEW

STATE-WIDE VIEW

PROJECT LOCATION

THE TEXAS DEPARTMENT OF CRIMINAL JUSTICE

FACILITIES DIVISION

FORT STOCKTON

AREA VIEW

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PROJECT LOCATION

31.19986 N / -98.76275 W

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206 SOUTH WALLACE CREEK ROAD

SAN SABA, TEXAS 76877

SAN SABA

SHEET 01 OF 09

ISSUED FOR CONSTRUCTION

07/29/2024

SAN SABA UNIT

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SHEET INDEX

SHEET NAME TITLE SHEET ORDER

--- COVER 01 OF 09

A-0 STRUCTURAL NOTES 02 OF 09

A-1 SITE PLAN 03 OF 09

A-2 FLOOR PLANS 04 OF 09

A-3 ELEVATIONS 05 OF 09

A-4 SECTIONS 06 OF 09

A-5 DETAILS 07 OF 09

A-6 STANDARD DETAILS 08 OF 09

A-7 STANDARD DETAILS 09 OF 09

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TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

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STRUCTURAL

NOTES

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

DESIGN LOAD CRITERIA

1. THE DESIGN OF THE STRUCTURE AND PARTS THEREOF IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING

CODE, AS ADOPTED BY TEXAS DEPARTMENT OF CRIMINAL JUSTICE.

2. ROOF LIVE LOADS:

AREA UNIFORM SPECIAL COMMENTS LIVE LOAD REDUCTION

ROOF, GENERAL 20 PSF YES, PER IBC 1607.11.2

ROOF, EQUIP. LOADS SEE ROOF PLAN

3. WIND DESIGN DATA:

BASIC WIND SPEED (3 SECOND GUST) 110 MPH

WIND IMPORTANCE FACTOR, I 1.25

OCCUPANCY CATEGORY I-3

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT +/- 5 PSF

COMPONENTS AND CLADDING PER ASCE 7-16

WIND DESIGNED UPLIFT CAPACITIES FOR ROOF:

ZONE 1: 42 PSF

ZONE 2: 56 PSF

ZONE 3: 76 PSF

WIND DESIGNED PRESSURE FOR WALL: 22 PSF

SUBGRADE PREPARATION

1. SAW CUT AND DEMOLISH THE WHOLE EXISTING CONCRETE FLOOR SLAB TO CLEAR FOR INSTALLATION OF NEW

FOOTING(S). EXCAVATE THE EXISTING SUBGRADE TO THE REQUIRED BEARING ELEVATION.

2. COMPACT THE EXPOSED SOILS TO 95% DENSITY.

3. INSTALL 15MIL VAPOR RETARDER UNDER SLAB AND FOOTINGS OVER A 4" COMPACTED SAND SUB-BASE AS SHOWN ON DETAIL #/A-X. TAPE ALL SEAMS, PENETRATIONS AND TEARS IN THE VAPOR RETARDER WITH A COMPATIBLE

WATERPROOF TAPE.

4. ADJUST ALL GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE. OPEN GROUND (GRASSED LAWNS AND/OR LANDSCAPED BEDS) SHALL BE SLOPED AT A MINIMUM OF A 5 PERCENT GRADE FOR AT LEAST 10 FEET

BEYOND THE PERIMETER OF THE BUILDING.

FOUNDATION NOTES

1. FOUNDATION ALLOWABLE DESIGN SOIL VALUES

CONTINUOUS FOOTING BEARING - 1.50 KSF

ISOLATED FOOTING BEARING - 2.00 KSF

2. BEARING STRATA SHOWN ON THE DETAILS IS THE EXISTING UNDISTURBED SOILS / COMPACTED FILLS AT THE

PROPOSED BEARING STRATA AT APPROXIMATE 1'-6” BELOW FINISHED FLOOR .

3. ALL FOOTING EXCAVATIONS SHALL BE CLEANED TO REMOVE ALL LOOSE SOIL MATERIAL AND OTHER DEBRIS AND

SHOULD NOT BE ALLOWED TO DESICCATE PRIOR TO PLACEMENT OF CONCRETE.

4. CONCRETE FOR FOUNDATIONS MAY BE EARTH FORMED ON THE SIDES. EARTH FORMED FOUNDATIONS SHALL BE A NEAT VERTICAL CUT, WITH NO LOOSE SPOIL OR DEBRIS IN THE BOTTOM OF THE CUT. SIGNIFICANT SLOUGHING OR

OVER EXCAVATIONS WILL REQUIRE FORMWORK.

5. NOTIFY THE TDCJ ENGINEER FOR VISUAL INSPECTION PRIOR TO PLACING CONCRETE FOUNDATION.

PATCH & REPAIR OF SLAB-ON-GRADE NOTES

1. CONCRETE PATCH / REPAIR FLOOR SLAB SHALL BE 5” MINIMUM THICK CONCRETE SLAB OVER A 15 MIL VAPOR RETARDER, OVER COMPACTED SUBGRADE. TAPE ALL SEAMS, PENETRATIONS AND TEARS IN THE VAPOR RETARDER

WITH A COMPATIBLE WATERPROOF TAPE.

2. REINFORCE SLAB WITH #3 @ 12" CTRS. EACH WAY PLACED AND SUPPORTED ON CHAIRS AT SLAB MID DEPTH.

3. PROVIDE EPOXY BONDING AGENT TO ALL CONTACT SURFACES TO NEW PATCH / REPAIR CONCRETE SLAB.

CONCRETE NOTES

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318- AS REFERENCED PER GOVERNING INTERNATIONAL

BUILDING CODE.

2. ALL CONCRETE SHALL HAVE SAND AND GRAVEL OR CRUSHED STONE AGGREGATES AND TEST 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS NOTED OTHERWISE. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.

LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330.

3. CEMENT RATIO CONTENT FOR CONCRETE SHALL NOT EXCEED 0.45.

4. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:

REFER TO ACI 318 - SECTION 7.7 FOR CONDITIONS NOT NOTED.

GRADE BEAMS --------------------------------- 1 1/2" TOP

2" SIDES

3" BOTTOM

SLABS-ON-GRADE ----------------------------- CENTERED

5. MAXIMUM NOMINAL COARSE AGGREGATE SIZE SHALL BE 1" MAX TYPICAL UNLESS NOTED OTHERWISE.

6. CONCRETE SLUMPS SHALL BE AS FOLLOWS 5" MAX, 3" MIN

7. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED AS FOLLOWS:

3/4" NOMINAL AGGREGATE SIZE 4% TO 8%

1" NOMINAL AGGREGATE SIZE 3.5% TO 6.5%

8. GRADE BEAMS MAY BE FORMED WITH LINER; EXCESSIVE EXCAVATION WILL REQUIRED FORMWORK. ALL ELEMENTS OF THE FORMS, FORMWORK, BRACING AND SHORING SHALL CONSIST OF WOOD, METAL OR OTHER MANUFACTURED

PRODUCTS AS SPECIFIED.

9. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL CONSTRUCTION JOINTS SHALL

BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULK HEADS AS IF REQUIRED.

STRUCTURAL STEEL NOTES

1. STRUCTURAL STEEL SHALL CONFORM TO A.I.S.C. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," ANSI/AISC

360, LATEST EDITION.

2. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, LATEST EDITION. CONNECTIONS SHALL BE BEARING TYPE UNLESS NOTED OTHERWISE IN DRAWINGS.

3. ALL W SHAPES SHALL CONFORM TO ASTM A992.

ALL OTHER STRUCTURAL STEEL SHAPES, PLATES, ETC., SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE.

4. GALVANIZING OF STEEL MEMBERS SHALL CONFORM TO ASTM A123/A123M. ALL STEEL FRAMING THAT COMES IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE COATED TO A G90 THICKNESS AND ALL BOLTS, HEADED STUDS

AND CONNECTORS SHALL BE COATED TO A G185 THICKNESS.

5. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPES "E" OR "S”, GRADE B.

6. ALL STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B.

7. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE A.I.S.C.

8. STEEL MEMBERS SHALL NOT BE SPLICED EXCEPT WHERE SHOWN ON THE DRAWINGS.

9. ALL STEEL BEAMS SHALL BE ERECTED WITH NATURAL CAMBER UP.

10. NON-COMPOSITE: THE BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL DEVELOP THE END REACTION OF THE CONNECTED BEAM. THE END REACTION OF THE CONNECTED BEAM CAN BE OBTAINED FROM THE LOAD CARRYING CAPACITY OF THE BEAM ON THE BASIS OF EQUIVALENT UNIFORM LOADS GIVEN IN PART 3 (FLEXURAL MEMBERS) OF THE 14TH EDITION A.I.S.C. MANUAL OR THE LATEST EDITION. THE MINIMUM SHEAR CAPACITY OF THE 12 KIPS SHALL BE PROVIDED FOR ALL BEAMS 8" TO 10" DEEP WITH 8 KIPS FOR BEAMS OF DEPTH LESS THAN 8".

11. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE", D1.1

ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE E70XX, UNLESS NOTED OTHERWISE.

12. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED WITHIN THE LAST 6 MONTHS.

13. WHEN WELDS ARE NOT CALLED-OUT ON DRAWINGS, THEY ARE MINIMUM SIZE CONTINUOUS FILLET WELDS IN

ACCORDANCE WITH AWS D1.1.

14. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED, FURNISHED, AND INSTALLED BY THE ERECTOR.

THESE TEMPORARY SUPPORTS SHALL BE CAPABLE OF SECURING THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS.

15. THE LIFTING AND ERECTION OF PRE-ASSEMBLED ELEMENTS SUCH AS TRUSSES OR PRE-FABRICATED FRAMING ARE CONSIDERED SPECIAL ERECTION CONDITIONS. THE SELECTION OF LIFT POINTS AND ERECTION TECHNIQUES ARE THE

RESPONSIBILITY OF THE STEEL ERECTOR / CONTRACTOR.

16. THE CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS FOR STEEL ERECTION.

REINFORCING STEEL NOTES

1. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL CONFORMING TO ASTM A615, GRADE 60.

2. DETAILING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL.

4. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING DESIGNATED AS "CONTINUOUS" MAY BE CONTACT LAP SPLICED LENGTH OF 30 BAR DIAMETER UNLESS NOTED OTHERWISE.

5. FOR CONTINUOUS GRADE BEAM REINFORCING, 30 BAR DIAMETERS LAP SPLICES SHALL BE MADE OVER SUPPORTS FOR BOTTOM AND INTERMEDIATE BARS AND AT MIDSPAN FOR TOP BARS. AT GRADE BEAM END SUPPORTS, TOP BARS

SHALL BE HOOKED DOWN AND BOTTOM BARS SHALL BE HOOKED UP.

6. PROVIDE 2 FEET x 2 FEET CORNERS BARS OF SAME SIZE AND QUANTITY AS CONTINUOUS TOP AND BOTTOM

REINFORCING OF GRADE BEAMS AT ALL GRADE BEAM CORNERS AND INTERSECTIONS.

POST INSTALLED ANCHORS NOTES

1. POST - INSTALLED ANCHORS INCLUDE EXPANSION ANCHOR BOLTS AND BOTH ADHESIVE AND EPOXY ANCHORING SYSTEMS USING BOLTS, THREADED RODS AND REINFORCING STEEL. PROVIDE, STORE AND INSTALL PRODUCTS IN

STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

2. EXPANSION ANCHOR BOLTS SHALL BE 1/2" DIAMETER HILTI KWIK BOLT TZ2 EXPANSION ANCHORS, ZINC PLATED WITH 4

3/4" EMBEDMENT, UNLESS NOTED OTHERWISE ON DRAWINGS.

3. POST-INSTALLED REINFORCING STEEL DOWELS SHALL BE SET WITH THE HILTI HIT HY 200-A-V3 ADHESIVE ANCHORING

SYSTEM. PROVIDE EMBEDMENT DEPTHS AS SHOWN ON DRAWINGS.

4. ADHESIVE ANCHORS SHALL BE HILTI HIT TZ OR HAS STANDARD RODS SET WITH THE HITI HIT HY 200-A-V3 ADHESIVE ANCHORING SYSTEM. REFER TO DRAWINGS FOR SIZE AND EMBEDMENT REQUIREMENTS. ALL BOLTS AND THREADED

RODS USED IN EXTERIOR EXPOSURES SHALL BE GALVANIZED.

5. PRIOR TO PLACEMENT, THE CONTRACTOR SHALL HAVE THE MANUFACTURER'S TECHNICAL REPRESENTATIVE VISIT THE SITE TO INSTRUCT THE CONSTRUCTION TEAM AND TESTING LAB ON PROPER STORAGE AND INSTALLATION TECHNIQUES. THE CONTRACTOR SHALL PROVIDE A LETTER FROM THE MANUFACTURER'S REPRESENTATIVE STATING

THAT SUCH A VISIT WAS CONDUCTED.

6. ALL EXPANSION ANCHOR BOLTS SHALL BE INSPECTED BY AN INDEPENDENT TESTING LAB FOR THE FOLLOWING:

a. CORRECT LOCATION AND POSITION OF HOLE.

b. CORRECT BOLT TYPE AND FINISH.

c. CORRECT EMBEDMENT DEPTH.

d. CONDITION OF HOLE IN CONNECTION MATERIAL (NO BURNING OF HOLES ALLOWED).

e. SNUG TIGHT FIT.

7. ADHESIVE AND EPOXY ANCHORS SHALL BE INSPECTED AND TESTED BY AN INDEPENDENT TESTING LAB AS FOLLOWS:

ALL ANCHORS SHALL BE INSPECTED FOR THE FOLLOWING:

a. CORRECT LOCATION AND POSITION OF HOLE.

b. CORRECT BOLT, THREADED ROD OR REINFORCING BAR SIZE.

c. CORRECT BOLT TYPE AND FINISH.

d. CONDITION OF HOLE IN CONNECTION MATERIAL (NO BURNING OF HOLES ALLOWED).

e. SNUG TIGHT FIT.

f. CORRECT EMBEDMENT DEPTH.

g. HOLE PREPARATION (INCLUDING DRILL BIT TYPE WHERE CRITICAL TO MANUFACTURER) AND CLEANOUT PER

MANUFACTURER'S RECOMMENDATIONS.

h. ADHESIVE TYPE, EXPIRATION DATE AND METHOD OF STORAGE.

i. ADHESIVE AND BOLT INSTALLATION.

8. THE TESTING LAB SHALL PREPARE AN INSPECTION REPORT SPECIFICALLY INDICATING DEGREE OF CONFORMANCE IN

ALL CATEGORIES LISTED ABOVE.

COLD FORMED METAL FRAMING NOTES

1. ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE DRAWINGS AND CONFORM WITH THE PROPERTIES OF LIGHT GAUGE MEMBERS AS INDICATED IN THE STEEL STUD

MANUFACTURER'S ASSOCIATION - PRODUCT TECHNICAL INFORMATION (ICBO-4943P).

2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" LATEST EDITION.

3. ALL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL (G90), CORRESPONDING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33MIL (20 GA) AND 43 MIL (18 GA) STUDS, 50 KSI FOR 54 MIL AND HEAVIER (16 GA, 14 GA, AND 12 GA) STUDS, AND 33 KSI FOR CR-STYLE RUNNERS.

4. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR WELDING. SCREWS SHALL BE #10 MINIMUM AND OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS SHALL NOT

BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT.

5. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED.

6. SPLICES IN STUDS BETWEEN LATERALLY STRUCTURAL SUPPORTS WILL NOT BE PERMITTED.

7. PROVIDE AND INSTALL BRIDGING AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE ASSEMBLY IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. AT WALLS THAT DO NOT HAVE SHEATHING ON BOTH FACES, PROVIDE QUANTITY AND TYPE OF BRIDGING TO ADEQUATELY BRIDGE ALL STUDS PER THE

MANUFACTURER'S RECOMMENDATIONS.

METAL PANEL NOTES

1. PBR TYPE PANEL, 24 GAUGE THICKNESS, 36 INCH WIDE NET COVERAGE, WITH 1-1/4 INCH HIGH MAJOR RIBS AT 12

INCHES ON CENTER WITH MINOR RIBS SPACED BETWEEN THE MAJOR RIBS.

A. MATERIAL: PRE-FINISHED GALVALUME, OR A/E APPROVED EQUAL, STEEL PER ASTM 792-86 AZ -55. FINISH SHALL BE FULL STRENGTH KYNAR 500, OR A/E APPROVED EQUAL, FLUOROPOLYMER COATING, APPLIED BY THE MANUFACTURER ON A CONTINUOUS COIL COATING LINE, WITH THE EXPOSED SIDE DRY FILM THICKNESS OF

0.70 TO 0.90 MIL OVER 0.25 TO 0.35 MIL PRIME COAT, TO PROVIDE A TOTAL DRY FILM THICKNESS OF 0.95 TO 1.25 MIL. BACK SIDE SHALL BE COATED WITH PRIMER WITH A DRY FILM THICKNESS OF 0.25 MIL. FINISH SHALL CONFORM TO ALL TESTS FOR ADHESION, FLEXIBILITY, AND LONGEVITY AS SPECIFIED BY THE KYNAR 500, OR A/E

APPROVED EQUAL, FINISH SUPPLIER; MATCH EXISTING COLOR.

B. SIDE LAPS: TWO FULLY OVERLAPPING MAJOR RIBS SECURED TOGETHER WITH NO. 12- 14 SELF-DRILLING

TAPPING FASTENERS WITH NEOPRENE WASHERS, COLOR-MATCHED CARBON STEEL FASTENERS.

C. PROVIDE 1" WIDE BUTYL TAPE @ SIDE LAPS OF MAJOR RIBS OF ALL ROOF PANELS.

2. METAL PANEL SHALL BE PRE-CUT IN FULL LENGTH; MEETING UL CLASSIFIED 90 RATED ASSEMBLES.

AIR INFILTRATION: MAXIMUM 0.011 CFM/LF OF SEAM AT STATIC PRESSURE OF +/-6.24 PSF WHEN TESTED PER ASTM E1680.

WATER PENETRATION: NO UNCONTROLLED WATER PENETRATION THROUGH PANEL JOINTS AT A STATIC PRESSURE

OF 12.0 PSF WHEN TESTED IN ACCORDANCE TO ASTM E1646.

3 FLASHING AND TRIM SHALL MATCH MATERIAL, THICKNESS, FINISH, AND COLOR OF METAL PANEL, FURNISH AS REQUIRED AND PER SPECIFIED TO PROVIDE WEATHER TIGHTNESS AND A FINISHED APPEARANCE.

4. SEALANT, MASTIC AND CLOSURES SHALL BE PER MANUFACTURER'S STANDARDS. ENSURE ALL COMPONENTS AND

MATERIALS ARE FROM A SINGLE MANUFACTURER.

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ENGINEERING SERVICE

PO BOX 4011

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SUITE 400

HUNTSVILLE, TX 77340

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

SITE PLAN

Scale: 1/8" = 1'-0"1

PROPOSED 10'-6" x 25'-2"

METAL BUILDING

PROPOSED 5"

CONCRETE SLAB

EXISTING CONCRETE

SIDEWALK

EXISTING CONCRETE SWALE

RUNNING UNDER SIDEWALK

PROPOSED SWALE/DITCH

RUNNING TO EXISTING SWALE

EXISTING GAS LINE TO REMAIN IN PLACE,

DEPTH TO BE VERIFIED BEFORE DIGGING,

RELOCATE IF NECESSARY

8" PVC PIPE

SAN SABA UNIT

MAIN BUILDING

SECTOR 4

PARKING LOT

GAS

REGRADE THIS AREA FOR

STORMWATER TO DRAIN

INTO SWALE

REGRADE THIS AREA FOR STORMWATER

TO DRAIN INTO SWALE

LEGEND:

STORMWATER SHEET FLOW

EXISTING WATER LINE

EXISTING CHAIN-LINK FENCE

EXISTING GAS LINE

DITCH / SWALE FLOWLINE DIRECTION

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PO BOX 4011

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SUITE 400

HUNTSVILLE, TX 77340

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FLOOR PLANS

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

A-4

6" CEE STUD WALL

W/ 24 GA. PBR PANEL

5/8" HARD

CEMENT BOARD

'-6

U T

FLOOR PLAN

Scale: 1/4" = 1'-0"2

NOTES:

1. WIND CROSS BRACING SHALL BE MOVED

TO THE NEXT BAY.

2. SLOPE CONCRETE SLAB INSIDE

BUILDING TOWARDS FLOOR DRAINS

AS SHOWN ON 1/A-2.

INSTALL NEW 6'x7'

OVERHEAD ROLL-UP DOOR

5" CONCRETE SLAB

25'-2" OUT TO OUT WALL FRAMING

'-3

/4 " F

FOUNDATION PLAN

Scale: 1/4" = 1'-0"1

CREATE OPENING FOR NEW

6'x7' OVERHEAD DOOR

6'-7 1/4"10'-9 7/8" F.V.

2'-7 3/8" F.V.

7'-0 3/4"

25'-2 3/4"

'-6

6' -0

10'-2 3/4" F.V.

4'-10 3/4" F.V.

INSTALL NEW 6'x10'

H.M. DOOR,

REF. SCHEDULE ON A-3

DORMITORY AREA

8" HIGH

CONCRETE CURB

#3 DOWELS @ 12" O.C. IN

EXISTING SLAB, TYPICAL

4" Ø FLOOR DRAIN

PROVIDE #4 REBARS @

12 O.C.E.W FOR ACCESS

WAY TO BUILDING SLAB

EXISTING SIDEWALK

ROOF PLAN

Scale: 1/4" = 1'-0"4

EXISTING COVERED SIDEWALK

ROOF FRAMING PLAN

Scale: 1/4" = 1'-0"3

14'-1 1/2" F.V.

5'-11" F.V.

8 x 2 CEE RAFTERS @ 24" O.C. = 25'-2"

3' -1

WALL STRUCTURE

EXISTING SIDEWALK

8'-5" 8'-4" 8'-5"

PROPOSED

SIDEWALK

1'-5 1/2" F.V.

3'-8" F.V.

'-7

3' -1

4" 3'

-1

1/ 4"

(2) 3 x 6 BENT PLATES 18 GA.

8 x 2 CEE 18 GA.

CLCL

CL CL

EXISTING SIDEWALK

DORMITORY AREADORMITORY AREA

DORMITORY AREA

6'-1 1/4"

DOOR

PROPOSED

SIDEWALK

6" Ø ROOF VENT,

SEE DETAILS 4&5/A-7EXISTING WALL

SLOPE 14" / 12" MIN.

WALL FLASHING,

SEE DETAIL 2/A-5

STAINLESS STEEL GUTTER,

SEE DETAIL 1/A-5

RAKE TRIM (TYP),

SEE DETAIL 5/A-6

APPROX. LOCATION OF

3"x4" DOWNSPOUT

1' -3

" O

R H

LEGEND:

DUPLEX RECEPTACLE WITH METAL COVER PLATE

LIGHT SWITCH WITH METAL COVER PLATE

LED LIGHT FIXTURE - MODEL

99FL-C-NA-7-2-120 BY KENAL MFG

WALL PACK 32W LED, 120V BY PRUF

4" DIA. FLOOR DRAIN

RESIN RESIN RESIN RESIN

BRINE

TANK

WATER SOFTENER SYSTEM

ON 64" x 104" SKID

GENERAL NOTE:

MATCH EXISTING ADJACENT COLORS &

SUBMIT TO A/E FOR FINAL APPROVAL.

ALL METAL SHALL BE PRE - FINISHED

FROM FACTORY WITH A STANARD FINISH.

INSTALL WALL PACK

ABOVE DOOR

NOTE: ALL WIRING SHALL BE IN 3/4" DIA. CONDUIT.

10'-3 1/2" F.V.

HEATER

OUTLET

A-4

A-4 12" x 30" CONT.

GRADE BEAM

1' -0

3/4" EXP. JOINT

8 x 2 EAVE STRUT 18 GA.

A-5

DOUBLE 6" STUDS

@ DOOR JAMB

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

SOUTH ELEVATION

Scale: 1" = 3/8"1

EAST ELEVATION

Scale: 1" = 3/8"2WEST ELEVATION

Scale: 1" = 3/8"3

C H

∠C

1 2"

2" THK PAINTED

BLUE H.M.

2" 2"AS

SCHED.

14 GA. PAINTED

BLUE H.M.

FRAME TYPES

DOOR SCHEDULE

MARK WIDTH HEIGHT DOOR TYPE FRAME TYPE

1 6'-0" 7'-0" D1 F1

HARDWARE SET

DOOR ITEM

2" PR BUTT HINGES

1 LOCKSET

1 WEATHER STRIP 369 XAP - PEMKO OR A/E APPROVED EQ.

1 SWEEP

1 STOP

2 CLOSERS W/ STOP @ 135 & HOLD OPEN FEATURE, NORTON OR A/E APPROVED EQUAL.

SIZE

2" x 51 2" x BB x NRP

1060 - 1 SOUTHERN STEEL OR A/E APPROVED EQ.

MANUFACTURER

McKINNEY OR A/E APPROVED EQ.

NOTES:

1. ELEV. 100'-0" IS ASSUMED. MAINTAIN

POSITIVE SLOPE AWAY FROM NEW

BLDG. TOWARDS EXISTING SIDEWALK.

PROVIDE 2% MAX. SLOPE - IN ANY

DIRECTION.

2. ALL DIMENSIONS TO FACE OF STUD

UNLESS NOTED OTHERWISE.

3. REFER COLD FORMED METAL FRAMING

NOTES AND ROOF METAL PANEL NOTES

ON SHEET A-0.

NOTES

UNDERCUT DOOR 1"

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SUITE 400

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TITLE:

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

STAINLESS STEEL GUTTER

-0

BUILDING SECTION

Scale: 3/4" = 1'-0"1

A-5

SECTION @ EXTERIOR DOOR

Scale: 3/4" = 1'-0"3

SECTION @ INTERIOR DOOR

Scale: 3/4" = 1'-0"4

6' x 10'

H.M. DOUBLE

DOOR

EL. 100'-0"

T.O. SLAB / EXIST. FLOOR

EL. 112'-0"

BEARING

A-5

FOUNDATION DETAIL

Scale: 3/4" = 1'-0"2

'-0

5" THICK CONC. SLAB

W/ #3 @ 12" O.C.E.W., #3 DOWELS INTO EXIST. SLAB,

REF. 1/A-2

PBR PANEL, 24GA.

DOOR HEAD TRIM

6" CEE STUD WALL, 18GA.

W/ R-13 WALL INSULATION BATT

W/ PAPER FACED BACKING

6"x6" CFM BOXED BEAM

RAKE TRIM

PBR PANEL, 24GA.

8" CEE PURLIN,

REF. ROOF FRAMING PLAN

ROOF INSULATION, R-30

W/ PAPER FACED BACKING

6' (W) x 10' (H) H. M.

DOUBLE DOOR,

DOOR FRAME

SHOULD WRAP STUDS

AND CEMENT BOARD

5" THICK CONC. SLAB,

REF. 2/A-4 FOR

SLAB REINFORCEMENT

NEW CEE 10"x3" CHANNEL

6"x6" CFM BOXED BEAM

EXIST. WALL STRUCTURE,

ADD 10" CEE STUD WALL ABOVE

OPENING FOR NEW DOOR

6" CEE TRACK

5/8" CEMENT BOARD

EXIST. FOUNDATION

5" THICK CONC. SLAB,

REF. 2/A-4

FOR SLAB REINFORCMENT

EXIST. WALL INSULATION

TO REMAIN IN PLACE

6' (W) x 7' (H) OVERHEAD

ROLL-UP DOOR

BLOCKING @ 4' MAX. VERTICALLY,

TYPICAL FOR ALL EXT. WALLS

18GA., 6" CEE STUD STRUCTURE

@ 24" O.C. MAX.

EL. 100'-8"

T.O. CURB

PBR PANEL, 24GA.

6" CEE STEEL STUD 18GA.

@ 24" O.C. MAX.,

W/ R-13 WALL INSULATION BATT

W/ PAPER FACED BACKING

5" THICK CONC. FOUNDATION,

REF. 2/A-4 FOR SLAB REINFORCEMENT

6" WIDE CONC. CURB BEYOND

WALL BASE TRIM, REF. 1/A-6

STEEL WALL STRUCTURE BEYOND

BLOCKING @ 4' MAX. VERTICALLY,

TYPICAL FOR ALL EXT. WALLS

PBR PANEL, 24GA.

ROOF INSULATION, R-30

W/ PAPER FACED BACKING

ABOVE 5/8" FIRE RATED GREEN BOARD

8" CEE ROOF STRUCTURE,

REF. ROOF FRAMING PLAN 3/A-2

ROOF FLASHING @ EXISTING WALL,

REF. DETAIL 2/A-5

DOUBLE 6" STUDS @ DOOR JAMB

5/8" CEMENT BOARD

ALL AROUND ON INTERIOR SIDE

G W

8" HIGH CONC. CURB W/

CONT. #3 @ TOP & BOT. OF CURB,

AND 2'-0" DOWEL @ 12" O.C.

TYP.

EXISTING

FOUNDATION / SLAB

#3 x 2'-0" DOWELS @ 12" O.C.

EMBEDDED 4" MIN.

INTO EXIST. CONC. SLAB

NEW MECH. BLDG. SLAB / FOUNDATION

F'c = 3500 PSI MIN.

5" THICK CONC. SLAB

W/ #3 @ 12" O.C.E.W. @ SLAB CENTER

4" COMPACTED SAND

PROVIDE 15 ML VAPOR BARRIER

AGAINST INTERIOR FACE

OF NEW SLAB & GRADE BEAMEL. 97'-6"

BOT. OF GRADE BEAM

EL. 100'-0"

T.O. SLAB

(2) - #5 @ TOP & BOT. & MID HEIGHT

W/ #3 STIRRUPS @ 12" O.C.

12"

TYP.

RELOCATE EXIST. 10" WALL GIRT TO

SUPPORT TOP OF DOOR HEAD BOX

3/4" EXPANSION JOINT IN

COMPRESSIBLE MATERIAL

5/8" FIRE RATED GREEN BOARD

6" COLD FORMED METAL BOXED BEAM

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ENGINEERING SERVICE

PO BOX 4011

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

NEOPRENE CLOSURE

WATER STOP

ROOF EAVE DETAIL

Scale: 3" = 1'-0"1

METAL FASCIA

5/8" METAL FLAT

SOFFIT

ROOF PANEL, 24GA.

R PANEL SIDING, 24GA.

CLIP ANGLE

8" METAL RAFTER,

REF. PLAN

CONT. ROOF R-30 INSULATION

W/ PAPER FACED BACKING

ABOVE 5/8" FIRE RATED GREEN BOARD

6" METAL CEE STUD, 18GA.

@ 24" O.C. MAX. (TYP)

WALL INSULATION R-13 BATT

W/ PAPER FACED BACKING

FLASHING DETAIL. @ EXIST. BLDG.

Scale: 3" = 1'-0"2

NEOPRENE CLOSURE

WATER STOP

ROOF PANEL, 24GA.

CONT. ROOF FLASHING

COUNTER FLASHING

FASTENERS, TYP.

6" CEE TRACK FOR

CLIP ANGLE SUPPORT

6" METAL STUD STRUCTURE

5/8" CEMENT BOARD

EXISTING WALL PANEL

SEALANT

6" BLOCKING @ 4'-0" MAX.

EXISTING INSULATION BATT

W/ POULTRY NETTING

TO REMAIN IN PLACE

5/8" CEMENT BOARD

TYP. CLIP ATTACHMENT

Scale: 3" = 1'-0"5

PLAN

ELEV.

ROOF PANEL, 24GA.

DOOR HEAD DETAIL

Scale: 3" = 1'-0"4

RAKE TRIM DETAIL

Scale: 3" = 1'-0"3

SDS3" x 3" ANGLE

16GA.

3/4" TYP.

RAKE TRIM

8" CEE PURLIN, REF. 1/A-5

8" CEE CHANNEL,

REF. ROOF FRAMING PLAN

CONT. ROOF R-30 INSULATION BATT

W/ PAPER FACED BACKING ABOVE 5/8"

FIRE RATED GREEN BOARD CEILING

5/8" CEMENT BOARD

WALL INSULATION R-13 BATT

W/ PAPER FACED BACKING

R PANEL SIDING, 24GA.

6" METAL CEE STUD, 18GA.

@ 24" O.C. MAX. (TYP)

6" CEE TRACK

6" METAL CEE STUD, 18GA.

@ 24" O.C. MAX. (TYP)

6" CFM BOXED BEAM

5/8" CEMENT BOARD

6" CEE TRACK

WALL PANEL CLOSURE

CEE 10"x3" CHANNEL 12 GA.

BOLTED CONNECTED TO

VERT. CEE'S @ DOOR JAMB

RELOCATE EXIST.

WALL GIRT TO FIT

BETWEEN NEW CEE'S

@ DOOR JAMB

10" CEE WALL STUD

DOOR HEADBOX

EXIST. WALL

INSULATION BATT

5/8" CEMENT BOARD

CLIP ANGLE

3" X 6" BENT PLATES,

ADJUST HEIGHT AS REQUIRED

TRIPLE 6" STUDS

FOR OPENING IN NEW

WALL STRUCTURE

NEW CEE 10"x3" CHANNEL, 12 GA.

OVERHEAD DOOR JAMB DETAIL

Scale: 3" = 1'-0"6

6"x7' ROLL-UP DOOR

LLV8x4x1/4" ANGLE x 4" LONG

W/ (2) 1/2" Ø ANCHOR BOLTS

WALL GIRT WITH INSULATION

6" BLOCKING @ 4'-0" MAX.

3" 4'

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TITLE:

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STANDARD

DETAILS

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

WALL BASE DETAIL

Scale: 3" = 1'-0"1

NEW WALL TO EXISTING FLASHING DETAIL

Scale: 3" = 1'-0"2

WALL CORNER TRIM DETAIL

Scale: 3" = 1'-0"3

RAKE TRIM DETAIL

Scale: 3" = 1'-0"5

EAVE SEALANT DETAIL

Scale: 3" = 1'-0"4FASTENING SCHEDULE

Scale: 3" = 1'-0"6

NOTE: REFER TO 4/A-7 FOR WIND UPLIFT ZONES

AutoCAD SHX Text

FIN. FLOOR

AutoCAD SHX Text

BASE TRIM

AutoCAD SHX Text

PBR WALL PANEL

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

CEE TRACK (18 GA. MIN.)

AutoCAD SHX Text

O/O DIMENSION

AutoCAD SHX Text

(SEE PLAN)

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

(SEE FASTENER SPACING DETAIL)

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER (6) PER PANEL

AutoCAD SHX Text

(PRE-DRILL ANGLE)

AutoCAD SHX Text 1/4 x 1 1/4 MASONRY

AutoCAD SHX Text

ANCHOR @ 36" O.C.

AutoCAD SHX Text

(SEE PLAN)

AutoCAD SHX Text

O/O DIMENSION

AutoCAD SHX Text

EXISTING WALL PANEL

AutoCAD SHX Text

O/O DIMENSION

AutoCAD SHX Text

(SEE PLAN)

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER @ EA. SUPPORT

AutoCAD SHX Text

INSIDE CORNER TRIM

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text

EXISTING ZEE GIRT

AutoCAD SHX Text

6" CEE WALL GIRT 18GA.

AutoCAD SHX Text

(SEE FASTENER SPACING DETAIL)

AutoCAD SHX Text 1/4-14 x 7/8 LONG-LIFE LAPTEK

AutoCAD SHX Text

W/WASHER

AutoCAD SHX Text

@ EA. SUPPORT

AutoCAD SHX Text

(SEE PLAN)

AutoCAD SHX Text

O/O DIMENSION

AutoCAD SHX Text

OUTSIDE CORNER TRIM

AutoCAD SHX Text 1/4-14 x 7/8 LONG-LIFE LAPTEK

AutoCAD SHX Text

W/WASHER

AutoCAD SHX Text

(SEE PLAN)

AutoCAD SHX Text

O/O DIMENSION

AutoCAD SHX Text

PBR WALL PANEL

AutoCAD SHX Text

16 GA. SHEETING ANGLE

AutoCAD SHX Text

CEE GIRT

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text

(SEE FASTENER SPACING DETAIL)

AutoCAD SHX Text 1/4-14 x 7/8 LONG-LIFE LAPTEK

AutoCAD SHX Text

W/WASHER @ 12" O.C.

AutoCAD SHX Text

OUTSIDE CLOSURE

AutoCAD SHX Text

WALL PANEL

AutoCAD SHX Text 2 x 4 x 16 GA. ANGLE

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text

(SEE FASTENER SPACING DETAIL)

AutoCAD SHX Text 1/4-14 x 7/8 LONG-LIFE LAPTEK

AutoCAD SHX Text

W/WASHER

AutoCAD SHX Text 1" x 3/32" TAPE SEALER

AutoCAD SHX Text

PBR ROOF PANEL

AutoCAD SHX Text

CEE PURLIN

AutoCAD SHX Text

O/O DIMENSION

AutoCAD SHX Text

(SEE PLAN)

AutoCAD SHX Text

SCULPTURED RAKE TRIM

AutoCAD SHX Text

%%UFINISHING OFF MODULE

AutoCAD SHX Text

FIELD CUT PANEL AS REQ'D.

AutoCAD SHX Text

& BEND UP 1" LEG

AutoCAD SHX Text 1/4-14 x 7/8 LONG-LIFE LAPTEK

AutoCAD SHX Text

W/WASHER

AutoCAD SHX Text 1" x 3/32" TAPE SEALER

AutoCAD SHX Text

PBR ROOF PANEL

AutoCAD SHX Text

SCULPTURED RAKE TRIM

AutoCAD SHX Text 12-14 x 1 1/4 SELF-DRILLER

AutoCAD SHX Text

W/WASHER

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text

EAVE STRUT

AutoCAD SHX Text

EAVE STRUT

AutoCAD SHX Text

PBR ROOF PANEL

AutoCAD SHX Text

EAVE TRIM

AutoCAD SHX Text

WALL PANEL

AutoCAD SHX Text

OUTSIDE CLOSURE

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text

O/O DIMENSION

AutoCAD SHX Text

(SEE PLAN)

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFERENCE TYPICAL TRIM

AutoCAD SHX Text

LAP SECTIONS

AutoCAD SHX Text

WALL PANEL

AutoCAD SHX Text 1 3/4"

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

INSIDE CLOSURE

AutoCAD SHX Text 1" x 3/32" TAPE SEALER

AutoCAD SHX Text

TOP & BOTTOM OF CLOSURE

AutoCAD SHX Text

PBR ROOF PANEL

AutoCAD SHX Text

INSIDE CLOSURE

AutoCAD SHX Text

EAVE TRIM

AutoCAD SHX Text 1" x 3/32" TAPE SEALER

AutoCAD SHX Text

TOP & BOTTOM OF CLOSURE

AutoCAD SHX Text 1" x 3/32" TAPE SEALER

AutoCAD SHX Text

SEAL TO TAPE SEALER @

AutoCAD SHX Text

EAVE & SIDELAP

AutoCAD SHX Text 1/2" x 3/32" TAPE SEALER

AutoCAD SHX Text

@ PANEL SIDELAP

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text

(6) PER PANEL

AutoCAD SHX Text 1/4-14 x 7/8 LONG-LIFE LAPTEK

AutoCAD SHX Text

W/WASHER

AutoCAD SHX Text 1/8 x 3/8 POP RIVET

AutoCAD SHX Text

%%UPBR FASTENER SPACING @ ROOF INTERIOR ZONE ( 1 )

AutoCAD SHX Text

%%UPBR FASTENER SPACING @ PERIMETER AND CORNER ZONES ( 2 & 3 )

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 9 1/2"

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DETAILS

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BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

ROOF DETAILS

Scale: N.T.S.1

3'-0"

1-4"

2" 2"

3" 10"

2" 6"

2" 1'-9"

(5000 PSI) CONCRETE

REINFORCED WITH 6x6-W2.9xW2.9

WWM - APPROX. 155 LBS

SPLASH BLOCK DETAIL

Scale: N.T.S.2

ROOF WIND UPLIFT DIAGRAM

Scale: 3/8" = 1'-0"3

WIND UPLIFT ZONES:

ZONE 1 : 42 PSF (INTERIOR)

ZONE 2 : 56 PSF (PERIMETER)

ZONE 3 : 76 PSF (CORNER)

WATERTIGHT SHEET

METAL RAIN COLLAR

WITH STAINLESS

STEEL DRAWBAND.

OVERLAP FLASHING

COLLAR 3" MIN.

NOTES:

1. VENT STACKS SHALL NOT PENETRATE

OVERLAPPING STANDING SEAMS.

2. REROUTE STACK BELOW DECKING AS

REQUIRED TO PENETRATE THE CENTER OF

ROOF PANEL.

WATER CUT-OFF MASTIC

22 GA. PREFINISHED SHEET

METAL RAIN COLLAR

STAINLESS STEEL CLAMP RING

SEALANT

NOTE:

CONTRACTOR TO RELOCATE PENETRATIONS AS REQUIRED

SO NEW RUBBER BOOT IS LOCATED EQUIDISTANT BETWEEN

OVERLAPPING RIBS AND DOES NOT EXTEND OVER THE

OVERLAPPING RIBS.

PIPE PENETRATION DETAIL

Scale: N.T.S.4

PENETRATION DETAIL

Scale: N.T.S.5

NEW STAINLESS-STEEL DRAW BAND

NEW RUBBER ROOF JACK, INSTALL AS PER

MANUFACTURER'S SPECIFICATIONS

FASTEN AS PER MANUFACTURER'S

SPECIFICATIONS

NEW MFR'S APPROVED SEALANT

TOOLED TO FACILITATE RUNOFF

NEW GASKETED FASTENERS TO

SECURE FLASHING COLLAR

FLANGE TO ROOF PANEL

EXISTING PIPE - EXTEND AS

NECESSARY FOR 12" MINIMUM

FLASHING HEIGHT (IF NECESSARY)

FASTENER SPACED 1.5" O.C.

(COLOR TO MATCH ROOF PANEL)

SLOPE

TYPICAL METAL ZEE CLOSURE - SET

IN BUTYL TAPE SEAL (COMPLETELY

SEAL ALL JOINTS)

(PBR)- PANEL METAL ROOF

PRE-MOLDED PIPE FLASHING BOOT

FASTEN PER MANUFACTURER'S

RECOMMENDATIONS

EXTEND EXISTING STACK

AS NECESSARY TO

PROVIDE 12" HEIGHT

STAINLESS STEEL CLAMPING RING

PIPE EXTENSION (IF NECESSARY)

INSULATION SYSTEM

PBR- PANEL METAL ROOF

8" M

2" M

1/2"

MAX.

2" MIN.

TYP.

3" TY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text

EAVE STRUT

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER

AutoCAD SHX Text

ATTACHMENT

AutoCAD SHX Text 1/4-14 x 7/8 LONG-LIFE LAPTEK

AutoCAD SHX Text

W/WASHER

AutoCAD SHX Text

PBR ROOF PANEL

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

(2) RUNS OF 1/2" x 3/32"

AutoCAD SHX Text

TAPE SEALER (MUST BE

AutoCAD SHX Text

INSTALLED BETWEEN WEATHER

AutoCAD SHX Text

INFILTRATION POINT & FASTENER)

AutoCAD SHX Text

LOWER PBR ROOF PANEL

AutoCAD SHX Text 12-14 x 1 1/4 LONG-LIFE SELF-

AutoCAD SHX Text

DRILLER W/WASHER (6) PER PANEL

AutoCAD SHX Text

UPPER PBR ROOF PANEL

AutoCAD SHX Text

%%USECTION 'A-A'

AutoCAD SHX Text

%%USECTION 'B-B'

AutoCAD SHX Text 1/4-14 x 7/8 LONG-LIFE LAPTEK

AutoCAD SHX Text

W/WASHER @ 20" O.C.

AutoCAD SHX Text

PBR ROOF PANEL

AutoCAD SHX Text 1/2" x 3/32" TAPE SEALER

AutoCAD SHX Text

%%UENDLAP SEALANT DETAIL

AutoCAD SHX Text

LOWER PBR ROOF

AutoCAD SHX Text 1/2" x 3/32" TAPE SEALER

AutoCAD SHX Text

@ SIDELAP

AutoCAD SHX Text

(2) RUNS OF 1/2" x 3/32"

AutoCAD SHX Text

TAPE SEALER @ ENDLAP

AutoCAD SHX Text 1/2" x 3/32" TAPE SEALER

AutoCAD SHX Text

(MARRY SIDELAP & ENDLAP

AutoCAD SHX Text

TAPE SEALERS)

AutoCAD SHX Text

UPPER PBR ROOF PANEL

AutoCAD SHX Text

PANEL

AutoCAD SHX Text

BASE ANGLE (16 GA. MIN.)

AutoCAD SHX Text

(3) PER PANEL @ INTERMEDIATE

AutoCAD SHX Text

(6) PER PANEL

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

Sheets and Views

COVER

A-0 STRUCT NOTES

A-1 SITE PLAN

A-2 FLOOR PLAN

A-3 ELEVATIONS

A-4 SECTIONS

A-5 DETAILS

A-6 STANDARD DETAILS

A-7 STANDARD DETAILS

File details come from the government source that posted it. Updated Feb 10, 2025.