20200083 As Built Drawings.pdf

5th Ave

B

A v e

62540

61089

62509

62528

62523

62501X

43774

62512

62516

62525

35921

35916

99999

62543

32101

71086

53902

50414

55300

56601

930G

948-E

911-E

948-W

61019

911-W

33001

35913

62501

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45134

43609

42116

62517

62515

62526

62527

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62513

61289

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62501

15930

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15904

15904

15908

62502

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62501

62514

62501

61018

71089

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45134

96022

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15930

15930

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R

U

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TAXIWAY B

TAXIWAY C

T

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A

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A Y

E

TAXIWAY A

T

A

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I

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TAXIWAY F

TAXIWAY D

TAXIWAY E

T

A

X

I

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J

A

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A

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A Y

A

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TAXIWAY D

T

A

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I

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TAXIWAY F

E l m

C r e e k

C r u t c h o e e k

K u h lm a n C r e e k

K u h l m a n e e k

E e e k

E a s t u t c e e k

E e e k

E e e k

E e e k

K u h l m e e k

E a u t c e e k

West Crutcho Creek

W e s t

C r u t c h o

C r e e k

E e e k

S o ld ie r C r e e k

S o l d i e e e k

E a s t

C r u t c h o

C r e e k

E e e k

E a s t

C r u t c h o

C r e e k

E a s t

C r u t c h o

C r e e k

S o l d i e e k

E a u t c e e k

S o l d i e r

C r e e k

S o l d i e e k

S o l d i e r

C r e e k

E a u t c e e k

Arnold St.

E a s t

D r

SE 74th St

SE 59th St.

A i r

D e p o t

Patrol Rd.

S t a f f

D r

R e s e r v

R d

5th Ave

A

A v e

M u n i t i o

W a r e h o u s e

R d

B

A v e

7th St.

H

A v e

M c N a r n e y

A v e

Mitchell Ave

A l e r t

R d

C o o k

A v e

W e s t

D r

E

A v e

Extender Dr.

Sentry Rd.

34th St.

T w in in g D r

5th Ave.

J o n e s

Globemaster Dr.

T o w e r

R d

Vanaman Rd.

I n d u s t r i a l

B l v d

S o u t h

S t

1st St.

D o o l i t t l e

A v e

P i c n i c

R d

J a m e s

D r

W o l f

D

A i r

D e p o t

A i r

D e p o t

D

A v e

R a w l i n g s

A v e

P e r i m e t e r

R d

R a p c

R e s e r

L

A v e

Hercules /Mercury Rd.

F

A v e

1st St.

B r o w n

D r

P o n d

R d

O l d

A i r

D e p o t

A ir e y D r.

G e n e r

M t o

Bradley Dr.

Entrance Road "C"

Entrance Road "A"

C

A v e

C

A v e

G arden P lot R d.

H i l l t p

D o r m i t o r y

R d

D o r m i t o y

M

A v e

C h e n n a u lt

D r

M i t c h e e

V a n d e n b u rg

S t.

E n g i n e

T e s t

D r

Doolittle Ave

W h i t e

D r

3rd Ave.

D

D r i v e

B a l l

P a r k

R d

Joint STARS Dr.

A i r

D e p o t

B l v d

Turbine Dr.

T u rb in e D r.

Central Plant Dr.

6th St.6th St.

F a l c

B l a c k b i

W e y l a n d l o o p

Propulsion Dr.

T h u n d e r b o

M uniti ons R

d. E xt.

C o d d in g

R d

Starlifter Dr.

Chidlaw Ct.

C o r s a i r

D r

R a p t

N i g h t

H a w k

C t

P h a n t

F r a n k l i n

P o w e r h o u s e

D r

S k y m a s t e r

D r

Spaatz Ct.

L a w r e n c e

M u n d e l l

Nabors Dr.

I n t r u d e r

D r

M c N i c k l e

M i l l e r

D r

T a i l

F e a t h

H o l d

A i r y i r

S m i

R a v

M i t c h e e

A i p o t

A i r

D e p o t

Vanaman Rd.

1st St.

1st St.

TINKER AFB, OK

VICINITY MAP

EAKER GATE

FIRE DEPARTMENT

B117

BASE OPERATIONS

B240

CONTRACTING

B3

VANCE

GATE

GOTT

GATE

TINKER GATE

PASS & ID

B6611

LIBERATOR

GATE

HOPE

GATE

LEGEND

CONTRACTOR

HAUL ROUTE

LANCER

GATE

TEMPORARILY

CLOSED

TRUCK GATE

PIAZZA GATE

TEMPORARY

TRUCK GATE

HRUSKOCY

GATE

BASE CIVIL

ENGINEER

B400

PEGASUS

GATE

PROJECT

LOCATION

REVIEWED BY:

REVIEWED BY:

USING AGENCY:

ASBESTOS EVALUATION:

SAFETY:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

INDUSTRIAL HYGIENE:

DATE:

G011

PROJECT DRAWING INDEX

SHT.SEQ. SHEET TITLE

SIGNATURES

CORROSION ENGINEER: (CECE)

CE OPERATIONS: (CECO)

COMMUNICATIONS: (COMM)

CHIEF ENGINEER DIR: (CECE)

CHIEF DESIGN BRANCH: (CECE)

DESIGN MANAGER: (CECE)

ZONE MANAGER:

CONSTRUCTION MANAGEMENT: (CECE)

ENVIRONMENTAL:

BASE CIVIL ENGINEER: (CE)

FIRE DEPARTMENT: (CEFT)

GENERAL

GENERAL NOTES & VICINITY MAP

1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES OR COMPANIES IS

FOR THE PURPOSE OF ESTABLISHING MINIMUM QUALITY STANDARDS,

IDENTIFICATION AND GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION

OF OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED THE SPECIFIED

ITEMS IN TERMS OF PHYSICAL PROPERTIES, INCLUDING, COLOR RANGE,

FINISH, DURABILITY, APPEARANCE, PERFORMANCE CHARACTERISTICS, AND

OTHER FACTORS. OTHER PRODUCTS, MATERIALS, COLORS AND SYSTEMS,

MAY BE SUBMITTED FOR EVALUATION AND APPROVAL/DISAPPROVAL BY THE

CONTRACTING OFFICER.

2. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE CONSIDERED AS A

WHOLE IN THAT THE GENERAL CONTRACTOR AND ALL THE

SUB-CONTRACTORS ARE RESPONSIBLE FOR THE INFORMATION PRESENTED

ON ALL SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF THE

SPECIFICATIONS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL CONSTRUCTION

FENCING AND BARRICADES AS REQUIRED TO PROTECT CONSTRUCTION

MATERIAL AND TO PREVENT ANY UNAUTHORIZED PERSONNEL FROM

ENTERING THE CONSTRUCTION SITE.

4. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES CAUSED BY

CONSTRUCTION TRAFFIC OR ANY CONSTRUCTION OPERATION SHALL BE

REPAIRED OR REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED

EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. ALL WORK NOTED & LOCATED IN THESE DOCS SHALL BE UNDERSTOOD BY THE

CONTRACTOR TO REQUIRE ALL NEW LABOR & MATERIALS UNLESS

SPECIFICALLY NOTED TO BE "EXISTING" OR "BY OTHERS".

WWYK200083

REPAIR ROOF

SECTION 8, B3

KEY PLAN:

GENERAL NOTES:

DISCIPLINE

TINKER AFB, OK

1 2 3 4 5

E

D

C

B

A

1 2 3 4 5

E

D

C

B

A

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

T I N

K E

R

A

I

F

O R

B

S

E

O

K L A

H O

M A

M A

R K

D A

T E

D E

S C

R I P

T I O

N

I S

S U

E

D

A T

E

D E

S I G

N

G

R O

U P

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N

F

I L

E

L

O C

A T

I O

N

SHEET

SHEET NUMBER

M A

N A

G E

M E

N

F O

R M

A T

I O

N R

E V

I S

I O

N S

P R

O J E

F O

R M

A T

I O

N

OF

PROJECT

LOCATION

G02

B3 AERIAL ROOF LAYOUT

RP01

B3 SECTION 8 NEW ROOF PLAN

DT01

DETAILS

RD01

B3 SECTION 8 ROOF DEMO PLAN

S00

GENERAL STRUCTURAL NOTES, ABBREVIATIONS, AND DETAILS

S01

STRUCTURAL REPAIR / DESIGN LAYOUT

G-01

01 07

G E

N E

R A

L

N

O T

E S

A N

D

V I C

I N

I T

Y

M

A P

T H

S

M

J

U

H L

P

G O

U C

H E

R

C

T

W Y

F O

R D

E n g r D e s i g n s

S u p p o r t

D r a w i n g s

W W

Y K

R E

P A

O

F

S E

C T

I O

N

B

Redline

Drawings

NIC

L A

D D

E R

NIC

NIC

PROJECT

LOCATION

G02

02 07

B

A

E R

I A

L

R O

Y O

U T

T H

M

J

U H

L

P

G O

U C

H E

R

J

U H

L

E n g r D e s i g n s S u p p o r t D r a w i n g s

W W

Y K

R E

P A

O

F

S E

C T

I O

N

B

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

T I N

K E

R

A

R

S

E

O

K L

A H

O M

A

M A

R K

D A

T E

D E

S C

R I P

T I O

N

I S

S U

E

D

A T

E

D E

S I G

N

G

R O

U P

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N

F

I

C A

T I O

N

SHEET

SHEET NUMBER

M A

N A

G E

M E

F O

R M

A T

I O

N R

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I O

N S

P R

O J E

F O

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A T

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OF

TINKER AFB, OK

1 2 3 4 5

E

D

C

B

A

1 2 3 4 5

E

D

C

B

A

B3 AERIAL ROOF LAYOUT

NTS

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

ADDL ADDITIONAL

ADH ADHESIVE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

ALUM ALUMINUM

ANC ANCHOR

APRX APPROXIMATE

APVD APPROVED

ARCH ARCHITECTURAL

BC BOTTOM CHORD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOL BOLLARD

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BTB BACK TO BACK

BTW BETWEEN

C CHANNEL SHAPE

CHD CHORD

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLJ CONTROL JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CTC CENTER TO CENTER

CTR CENTER

CY CUBIC YARD

D DEEP

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DL DEAD LOAD

DT DOUBLE TEE

DTL DETAIL

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

GENERAL STRUCTURAL ABBREVIATIONS

E EAST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EWEF "EACH WAY, EACH FACE"

EWTB "EACH WAY, TOP AND BOTTOM"

EXP EXPANSION

EXST EXISTING

FAB FABRICATOR

FD FLOOR DRAIN

FDTN FOUNDATION

FG FINISHED GRADE

FIG FIGURE

FIN FINISH

FLR FLOOR

FOC "FACE OF CONCRETE,

FACE OF CURB"

FR FRAME

FRP FIBERGLASS REINFORCED

PLASTIC

FT "FEET, FOOT"

FTG FOOTING

FV FIELD VERIFY

GA GAGE (METAL THICKNESS)

GALV GALVANIZED

GEN GENERAL

GR GRADE

GRTG GRATING

HC HOLLOW CORE

HDR HEADER

HORIZ HORIZONTAL

HP HIGH POINT

HS HEADED STUD

HSS HOLLOW STRUCTURAL SHAPE

HT HEIGHT

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INT "INTERIOR, INTERSECTION"

INV INVERT

JF JOINT FILLER

JST JOIST

JT JOINT

K KIP

KB KNEE BRACE

KLF KIPS PER LINEAR FOOT

KSI KIPS PER SQUARE INCH

L "ANGLE, LENGTH"

LAD LADDER

LB POUND

LF LINEAR FOOT

LG LONG

LIN LINEAR

LLH LONG LEG HORIZONTAL MEMBER

MC MOMENT CONNECTION

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

ML MASONRY LINTEL

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OVHG OVERHANG

PAR PARALLEL

PCF POUNDS PER CUBIC FOOT

PCLJ PARTIAL CONTROL JOINT

PEN PENETRATION

PL PLATE

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PS "PIPE SUPPORT, PUMP STATION "

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RECT RECTANGULAR

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISION

RO ROUGH OPENING

RTW RETAINING WALL

S SOUTH

SCH SCHEDULE

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SL SLOPE

SLTD SLOTTED

SOG SLAB ON GRADE

SPA SPACING

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STD STANDARD DETAIL

STIR STIRRUP

STL STEEL

STR "STRUCTURAL, STRAIGHT"

SUSP SUSPENDED

T&B TOP AND BOTTOM

T/ TOP OF

TD TRENCH DRAIN

TEMP TEMPORARY

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOG TOP OF GRATING

TOM TOP OF MASONRY

TOS "TOP OF SLAB, TOP OF STEEL"

TOW TOP OF WALL

TPG "TOPPING, THROUGH PLATE

GIRDER"

TYP TYPICAL

ULT ULTIMATE

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VOL VOLUME

W "WEST, WIDE, WIDE FLANGE

BEAM"

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WLD WELDED

WM WIRE MESH

WP WORK POINT

WS WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

A

SECTION 1A

N

O M

I N

A L

6" 6"

8d NAILS

STAGGERED

6" O.C.

ADD NEW 2x10

TO EXISTING 2x10 EXISTING 2x10

CONSTRUCTION

ADHESIVE

E Q

6"

E Q

E Q

E Q

SCALE:

WOOD JOIST REINFORCEMENT

NTS

S00

NEW BENT PL

" ON INTERIOR

FACE WITH

"Ø THRU BOLTS

WITH NUTS AND WASHERS AT

2'-0" O.C. FOR COLUMNS THAT

ARE WARPED, INCREASE DEPTH

OF BENT PL AS REQUIRED.

EXTERIOR WALL

4"

4"

EXIST. (4) - 2x10 COLUMN

SCALE:

WOOD JOIST REINFORCEMENT

NTS

S00

GENERAL

1. SCOPE

THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT WHETHER

SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE

ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO CONSTRUCTION.

2. APPLICABLE SPECIFICATIONS AND CODES

A. INTERNATIONAL BUILDING CODE, IBC 2015 WITH APPLICABLE EDITIONS OF THE CODE REFERENCED STANDARDS.

B. UNIFIED FACILITIES CRITERIA, UFC 1-200-01

C. UNIFIED FACILITIES CRITERIA, UFC 1-301-01

D. INTERNATIONAL EXISTING BUILDING CODE, IEBC 2015

E. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, NDS 2015

3. ROOF DESIGN CRITERIA

A. DEAD LOAD:

· ACTUAL TRIBUTARY STRUCTURE WEIGHT

· SUPERIMPOSED DEAD LOAD: 12 PSF

· COLLATERAL DEAD LOAD: 10 PSF

B. LIVE LOAD:

· ROOF 20 PSF (NOT REDUCIBLE)

C. WIND:

· ULTIMATE DESIGN WIND SPEED: 115 MPH

· RISK CATEGORY: II

· EXPOSURE: B

· ALL STRUCTURES ARE ENCLOSED

D. SEISMIC:

· RISK CATEGORY: II

· IMPORTANCE FACTOR: 1.0

· SPECTRAL RESPONSE ACCELERATION, S

S

: 0.256g

· SPECTRAL RESPONSE ACCELERATION, S

: 0.077g

· SITE CLASS: D

· SEISMIC DESIGN CATEGORY: B

· SPECTRAL RESPONSE COEFFICIENT, SD

S

: 0.272

· SPECTRAL RESPONSE COEFFICIENT, SD

: 0.123

· ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

· BASIC SEISMIC-FORCE-RESISTING SYSTEMS: LIGHT FRAMED WALLS WITH SHEAR PANELS

· DESIGN BASE SHEAR: 2.3 K

· SEISMIC RESPONSE COEFFICIENT, CS: 0.039

· RESPONSE MODIFICATION FACTOR, R: 7.0

E. SNOW LOAD:

· GROUND SNOW LOAD: 10 PSF

· FLAT ROOF SNOW LOAD: 10 PSF

· EXPOSURE FACTOR: 1.0

· IMPORTANCE FACTOR: 1.0

· THERMAL FACTOR: 1.0

4. SAFETY

SAFETY AND STABILITY OF NEW AND EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

5. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE

DRAWINGS THEY SHALL BE MADE SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS

PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION AS REQUIRED TO

COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES TO CONTRACTING OFFICER (CO) FOR APPROVAL.

7. SHOP DRAWINGS MUST INDICATE CHANGES TO CONSTRUCTION DOCUMENTS AND ALL CHANGES MUST BE CLEARLY IDENTIFIED.

8. PROJECT SPECIFICATIONS ARE A PART OF THE CONSTRUCTION DOCUMENTS AND ARE TO BE USED IN CONJUNCTION WITH THE DRAWINGS.

9. ALL PHASES OF CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE BUILDING CODE(S) NOTED IN "DESIGN CRITERIA"

10. DO NOT LOAD THE CONCRETE SLAB ON GRADE WITH ERECTION EQUIPMENT ABOVE 600 PSF. THE SLABS HAVE NOT BEEN ANALYZED FOR

ERECTION EQUIPMENT LOADS.

11. DO NOT LOAD RAISED ACCESS FLOOR IN SERVER ROOM WITH ERECTION EQUIPMENT LOADS. ANY LOADING MUST BE SUPPORTED DIRECTLY ON

CONCRETE SLAB ON GRADE BELOW ACCESS FLOOR.

12. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AS WELL AS SEQUENCE OF CONSTRUCTION THAT DOES NOT

IMPACT THE FINAL DESIGN AS SHOWN ON CONSTRUCTION DOCUMENTS.

STEEL

1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE REQUIREMENTS OF AISC SPECIFICATION FOR

THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS, AISC MANUAL OF STEEL CONSTRUCTION (LOAD AND RESISTANCE

FACTOR DESIGN), AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. ALL CODES AND MANUALS SHALL BE THE LATEST

ADOPTED EDITIONS.

2. DESIGN STRENGTHS:

CHANNELS, ANGLES, PLATES, ETC.: A36 (Fy=36 KSI)

BOLTS A325

HARDENED STEEL WASHERS ASTM F436

3. ALL NEW STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH PRIMER PRIOR TO ON SITE APPROVAL

4. SPLICING OF STRUCTURAL STEEL MEMBERS IS NOT ALLOWED, UNLESS SPECIFICALLY DETAILED ON THESE PLANS.

5. DO NOT FIELD CUT ANY STRUCTURAL STEEL MEMBERS IN CONFLICT WITH THE WORK WITHOUT APPROVAL BY THE ENGINEER OR UNLESS

SPECIFICALLY SHOWN ON THE CONSTRUCTION DOCUMENTS.

6. ALL HOLES IN STEEL MEMBERS SHALL BE DRILLED OR PUNCHED. TORCH CUT HOLES ARE NOT ALLOWED.

7. ERECT AND MAINTAIN TEMPORARY BRACING TO ENSURE THE ALIGNMENT AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION UNTIL

PERMANENT CONDITIONS HAVE BEEN COMPLETED.

8. SHOP DRAWINGS ARE REQUIRED TO BE REVIEWED AND APPROVED BY THE GOVERNMENT PRIOR TO FABRICATION.

9. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS OTHERWISE SPECIFIED TO BE SLIP-CRITICAL. PROVIDE

LOAD INDICATING WASHERS AT SLIP-CRITICAL CONNECTIONS.

WOOD:

1. ALL LUMBER SHALL BE SOUTHERN PINE WITH A MAXIMUM MOISTURE CONTENT OF 19%, AND SHALL CONFORM TO THE GRADING RULES AS

PUBLISHED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) FOR SOUTHER PINE LUMBER. THE GRADES NOTED BELOW SHALL BE USED

UNLESS OTHERWISE NOTED:

(A) ALL SAWN FRAMING LUMBER #1

(B) ALL SHIMS #2

2. ALL BOLTS BEARING ON LUMBER SHALL HAVE STANDARD CUT WASHERS UNDER THE BOLT HEAD AND NUT, UNLESS NOTED OTHERWISE.

3. LUMBER MAY NOT BE CUT OR NOTCHED FOR PIPES, CONDUIT, ETC. EXCEPT AS SHOWN ON THESE PLANS.

4. ALL NAILS USED OR CALLED OUT IN THESE CONSTRUCTION DOCUMENTS ARE TO BE COMMON NAILS UNLESS SPECIFICALLY SHOWN OTHERWISE.

NO OTHER NAILS SUCH AS SINKERS, RING SHANK, OR BOX NAILS ARE ALLOWED UNLESS SPECIFICALLY INDICATED ON THE CONSTRUCTION

DOCUMENTS. SCREWS ARE NOT AN ACCEPTABLE SUBSTITUTION FOR NAILS.

5. THE USE OF POWER-DRIVEN FASTENERS MAY BE ACCEPTABLE PROVIDED THAT A SUBMITTAL WITH THE REQUESTED SUBSTITUTION COMPLYING

WITH NER-272 BE SUBMITTED TO AND APPROVED BY THE GOVERNMENT PRIOR TO USE. THE CONTRACTOR SHALL CLEARLY INDICATE ON THE

SUBMITTAL THE SIZE, TYPE, QUANTITY, AND LOCATION (AT EACH CONDITION) WHERE THE SUBSTITUTIONS ARE REQUESTED.

6. PLYWOOD ROOF SHEATHING IS APA RATED WITH A SPAN RATING OF

AND

THICKNESS.

7. PLYWOOD ROOF DECK IS TO BE A STRUCTURAL DIAPHRAGM AND SHALL HAVE 1 PANEL CLIP PER SPAN AND BE FASTENED WITH 8D COMMON

NAILS SPACED AT 6" ON SUPPORTED PANEL EDGES AND 12" AT ALL INTERMEDIATE SUPPORTS.

8. THE PLANS INDICATE DECK SPAN DIRECTION.

9. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER UTILITIES SHALL NOT BE SUPPORTED FROM THE WOOD DECK.

S00

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KR

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16'-10

" (FV)

16'-10

" (FV)

16'-10

" (FV)

16'-10

" (FV)

J N

23 3

1 2 1

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6 6

19'-0"

33'-9

" 33'-9

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STRUCTURAL REPAIR / DESIGN LAYOUT

KEY PLAN

LEGEND:

= FULL LENGTH WOOD JOIST TO BE ADDED ALONG

SIDE OF EXISTING DAMAGED JOIST

REFER DETAIL 1 / S00

= JOIST NORTH #1JN1

= JOIST SOUTH #1JS1

SCALE:

" = 1'-0"

CONTRACTOR TO FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO ANY DEMOLITION OR NEW WORK.

CONTRACTOR SHOULD TAKE NOTE THAT THE EXISTING

BUILDING HAS AREAS OF WOOD ROT THAT MAY NOT BE

READILY APPARENT. THE CONTRACTOR IS TO

DETERMINE THE MEANS AND METHODS CONCERNING

DEMOLITION AND THE CORRESPONDING SAFETY MEASURES.

NUMBERED JOISTS ARE TO BE STRENGTHENED WITH THE

ADDITION OF A NEW 2X10 WOOD JOIST. REFER DETAIL 1/S00

NUMBERED COLUMNS ARE TO BE STRENGTHENED WITH

THE ADDITION OF A NEW STEEL BENT PLATE. REFER 2/S00

REFER GENERAL NOTES SHEET S00 FOR PLYWOOD

SHEATHING INFORMATION (THICKNESS, SPAN RATING,

ATTACHMENT, ETC...)

1.

2.

3.

4.

5.

SHEET NOTES

KEYED NOTES

EXSITING 16"x36" REINFORCED CONCRETE BEAM

EXSITING REINFORCED CONCRETE TEE BEAM

EXISTING 3' DEEP WOOD TRUSS

EXISTING 2x10 WOOD BLOCKING AT CENTERLINE OF JOISTS

EXISTING 2x10 WOOD JOISTS AT 16" O.C. TYPICAL

EXISTING (4)-2X10 WOOD COLUMN

NEW PLYWOOD SHEATHING SPAN DIRECTION

KR

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18"18"

3 33

DUCT

DUCT

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B3 SECTION 8 ROOF DEMO PLAN

KEY PLANKEY PLAN

SHEET NOTES

REMOVE EXISTING BUR SYSTEM DOWN TO

THE DECK PER SOW

EXISTING 15KV ARMOUR CLAD CABLE

TO BE RELOCATED BY OTHERS

REMOVE EXISTING GUTTER AND DOWN

SPOUTS

REMOVE EXISTING METAL WALL PANELS

REMOVE EXISTING BUR SYSTEM 18" FROM

LEADING EDGE PER SOW

GENERAL NOTES

THE EXISTING STRUCTURE HAS A

" PER FOOT SLOPE

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B3 SECTION 8 NEW ROOF PLAN

INSTALL NEW EPDM ROOFING SYSTEM PER SOW

INSTALL NEW GUTTER AND DOWN SPOUTS

INSTALL NEW METAL WALL PANELS PER SOW

INSTALL NEW BUR SYSTEM TO MATCH EXISTING

PER SOW

NTS

KEY PLANKEY PLAN

SHEET NOTES

WOOD NAILER

PREFABRICATED METAL CURB

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE

OVERALL THICKNESS TO

MATCH INSULATION

REINFORCED MEMBRANE

ATTACHMENT STRIP WITH

SEAM PLATES AND FASTENERS

ADHERED 90 MIL WHITE

EPDM MEMBRANE FLASHING

F L

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BONDING ADHESIVE

ROOFTOP EQUIPMENT FRAME

24 GAUGE REMOVABLE

SHEET-METALCOUNTERFLASHING

GASKETED FASTENER

MIN. TWO FASTENERS

PER SIDE

CORNER FLASHING PIECE

AT EACH CORNER

SEAL ALL EXPOSED EDGES

FASTENERS

APPROX. 8" O.C.

MIN. TWO PER SIDE

SEALANT WATER BLOCK

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE

OVERALL THICKNESS TO

MATCH INSULATION

SHEET-METAL GUTTER

THE FRONT OF THE

GUTTER SHOULD BE A

MIN. 1'' LOWER THAN

THE BACK TO ALLOW

OVERFLOW

GUTTER BRACKET

SUPPORT

SEALANT

ADHERED MEMBRANE FLASHING

PER THE MANUFACTURER'S

WARRANTY PER THE

MANUFACTURER'S

WARRANTY REQUIREMENTS

24 GAUGE PVDF

SHEET-METAL

EDGE FLASHING

18 GAUGE GUTTER

SPACERS INSTALLED

12" OC BETWEEN

GUTTER BRACKETS

BONDING

ADHESIVE

FIELD SHEET OR SEPARATE

MEMBRANE SHEET EXTENDED

BELOW BLOCKING

SEALANT (IF REQUIRED FOR

THE SPECIFIC SYSTEM)

WEATHERPROOF SHEET-METAL

PENETRATION POCKET

NON-SHRINK

GROUT

ADHERED MEMBRANE FLASHING

EXTEND 1'' MIN. INTO

PENETRATION POCKET

ADHESIVE

2" APPROX.

POURABLE SEALANT

CORNER FLASHING PIECE AT

EACH CORNER--SEAL ALL

EXPOSED EDGES

EXISTING

BUILT-UP

ROOF

NEW

METAL PANEL

3" BATT

INSULATION

HAT

CHANNEL

SHELF

FLASHING

2 PIECE

METAL

FLASHING

EPDM

ISO

" PLYWOOD

EXISTING

WOOD SIDING

M

I N

18" MIN

NEW

24 GAUGE PVDF

COATED GRAVEL

STOP

NEW

BUILT-UP

ROOF

NEW

18 GAUGE

SECURE PLATE

NEW

METAL

PANEL

EXISTING

STRUCTURE

NEW

INSULATION

FASTENED

6" O.C. INTO

EXISTING

DECK

FASTENER

12" O.C.

DT-01

BASE FLASHING AT PREFABRICATED METAL CURB

NTS

DT-01

GUTTER WITH PERIMETER EDGE METAL

NTS

DT-01

PENETRATION POCKET-SINGLE PENETRATION

NTS

DT-01

NEW METAL PANEL TO EXISTING WALL

NTS

DT-01

NEW GUTTER AT TOP OF METAL WALL PANEL

NTS

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