BRKR 202911 GLOBAL ASNT STORAGE TYPE B3 DRAWINGS SIGNED.pdf

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DRAWING INDEX

SHEET NO. SHEET NAME

04 ARCHITECTURAL

A1.0 DEMOLITION NOTES & PLAN

A2.1 PLANS & ELEVATIONS

A3.2 DOOR & FINISH SCHEDULES

A5.1 DETAILS & WALL SECTIONS

05 STRUCTURAL

S0.1 GENERAL NOTES- SCHEDULES- TYPICAL DETAILS

S1.1 FRAMING PLANS- SECTIONS & DETAILS

06 FIRE PROTECTION

FA1.1 FIRE ALARM NEW WORK PLAN

FX1.1 FIRE SPRINKLER NEW WORK PLAN

07 MECHANICAL

M1.1 MECHANICAL NEW WORK PLAN, SCHEDULES AND CONTROLS

09 ELECTRICAL

E1.1 SYMBOLS, NOTES AND LIGHTING FIXTURE

E2.1 LIGHTING, POWER AND AUXILIARIES PLANS

DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET & DRAWING INDEX

T2.0 GENERAL WORK NOTES, ABBREVIATIONS & SYMBOLS

T3.0 TYPICAL MOUNTING HEIGHTS & CLEARANCES

01 LIFE SAFETY

LS1.0 LIFE SAFETY PLAN & CALCULATIONS

03 CIVIL

C1.1 SITE DEMOLITION PLAN

C2.1 SITE LAYOUT AND UTILITIES PLAN

C3.1 SITE GRADING & DRAINAGE PLAN AND EROSION &

SEDIMENTATION CONTROL PLAN

C4.1 SITE DETAILS

C5.1 SITE DETAILS

Mechanical:

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Using Agent

Global ASNT Storage Facility 117th Air Refueling Wing

BRKR 042033

Birmingham IAP (ANG), AL

Architect:

Design Team: Consulting Engineers:

Electrical: Civil: Structural: Rev. Description Date

202A

A101

1Ref

Re f

1 Ref

Re f

A101

Ref

1Re f

1 Re f

Ref

ROOM NAME

150 SF

1t

1i

A101

SIM

A101

SIM

A101

SIM

BUILDING ELEVATION TAG

INTERIOR ELEVATION TAG

BUILDING SECTION TAG

WALL SECTION TAG

DETAIL TAG

General Symbol Legend

ROOM TAG

ADA APPROVED TURNING SPACE

SPOT ELEVATION

DOOR TAG (SEE DOOR SCHEDULE)

WINDOW TAG (SEE WINDOW SCHEDULE)

WALL/STOREFRONT TAG (SEE

WALL/STOREFRONT SCHEDULE)

REVISION TAG (SEE REVISION SCHEDULE)

X SPECIFIC NOTE TAG

ELECTRIC WATER COOLER (SEE PLUMBING)

FIRE EXTINGUISHER CABINET

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GENERAL WORK

NOTES,

ABBREVIATIONS &

SYMBOLS

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General Project Notes:

GENERAL NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES APPLY TO ISOLATED

WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL

ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT

SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL

DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR

CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT.

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS

1. CONTRACTOR TO VISIT SITE AND TO BECOME TOTALLY FAMILIAR WITH EXTENT OF

WORK REQUIRED PRIOR TO BID.

2. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE

CONTRACTOR, VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE

AS SHOWN ON PLAN RELATIVE TO EXISTING CONDITIONS.

3. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE

DRAWINGS, IN PARTICULAR: WALL DIMENSIONS, INCOMING UTILITIES, ETC. REPORT

IMMEDIATELY TO THE GOVERNMENT ANY VARIANCES OR FIELD CONDITIONS THAT

MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

CONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORK

1. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING.

FURNISH INFORMATION NECESSARY TO ADJUST, MOVE OR RELOCATE EXISTING

STRUCTURES, UTILITY POLES, LINES, SERVICES OF OTHER SYSTEMS LOCATED IN,

OR AFFECTED BY CONSTRUCTION. COORDINATE WITH LOCAL AUTHORITIES

HAVING JURISDICTION WITH CONSTRUCTION.

2. CONTRACTOR TO VERIFY APPLICABLE OPENINGS, DOOR SIZES, AND DIMENSIONS

OF MECHANICAL ROOMS WITH EQUIPMENT. IF DISCREPANCY OCCURS, NOTIFY

THE GOVERNMENT PRIOR TO FRAMING.

3. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING

HEIGHTS, ABOVE CEILING AREAS AND STRUCTURAL ELEMENTS.

4. CONTRACTOR TO VERIFY WITH STRUCTURAL, PLUMBING, MECHANICAL, AND

ELECTRICAL THE QUANTITY AND SIZES OF ALL SLEEVES REQUIRED. ALL SLEEVES

TO BE ONE HOUR RATED, PROVIDE GREATER RATING IF PENETRATING INTO HIGHER

RATED SPACE.

5. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT THE HEAD HEIGHT IS

NOT ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE.

6. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE SPRINKLER,

ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS

EXPOSED STRUCTURE. CONDUIT LINES, ECT. SHALL RUN AT RIGHT ANGLES OR

SEGMENTED BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.

7. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT HEAD HEIGHT IS NOT

ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE,

THIS WILL INCLUDE JOGGING DUCTS, SPRINKLER LINES, PLUMBING LINES,

CONDUIT, ECT. UP AND DOWN OR AROUND AS REQUIRED TO ACHIEVE CEILING

HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND SEQUENCING OF

DISCIPLINES TO ACHIEVE.

8. THE GENERAL CONTRACTOR SHALL STAKE OUT ALL MAJOR FEATURES SHOWN ON

THE SITE PLAN TO VERIFY THE SITE LAYOUT RELATIVE TO THE PROPERTY LINES AND

SITE CONDITIONS PRIOR TO ANY UTILITIES OR FOOTINGS BEING INSTALLED.

9. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY

THIS CONTRACT IS NOTED ON CONTRACT DOCUMENTS. THE TRADE

CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK

WITH ALL TRADES. CHANGE ORDERS SHALL NOT BE APPROVED FOR EXTRA WORK

ARISING FROM TRADE CONTRACTORS NOT COORDINATING WORK.

10. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LAYOUT FOR INTERIOR/EXTERIOR

WALLS AND FOUNDATION AND WILL BE RESPONSIBLE FOR MAINTAINING A

BENCHMARK AND CONTROL LINES AT EACH FLOOR LEVEL. CONTRACTOR IS ALSO

RESPONSIBLE FOR VERIFYING ACTUAL FLOOR HEIGHTS AND COORDINATING NEW

AND EXISTING FLOORS TO ALIGN.

11. CONTRACTOR SHALL COORDINATE TO ASSURE ALL EQUIPMENT CAN BE BROUGHT

INTO THE BUILDING. THIS INCLUDES MANUFACTURE COMPONENT SIZE/ASSEMBLY,

CRITICAL PATH SCHEDULING, AND COORDINATION OF OTHER TRADES.

ACT Acoustical Ceiling Tile A/C Air Conditioning AB Anchor Bolt ADA American Disabilities Act AFF Above Finish Floor BM Beam BRG Bearing BRK Brick CFCI Contractor Furnished

Contractor Installed CIP Cast In Place CJ Control Joint CL Column Line CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous CONTR Contractor COORDF Coordination CORR Corridor CT Ceramic Tile CTR Center DBL Double DET Detail DIA Diameter DR Drain DN Down DS Downspout DW Dishwasher DWG Drawing DWR Drawer EA Each EF Exhaust Fan EJ Expansion Joint EL Elevation ELEC Electrical EQ Equal EX Existing EXT Exterior FF Finish Floor FIN Finish FL Floor Line FlSNG Flashing FTG Footing GA Gauge GFRC Glass Fiber Reinforced

Concrete

GWB GWB

HT Height HM Hollow Metal HOR Horizontal HR Handrail HTR Heater HVAC Heating, Ventilation & Air

Conditioning HxWxL Height, width, length IN Inches INSUL Insulation INT Interior JST Joist

JT Joint LAM Laminate LAV Lavatory LVR Louver MIN Minimum MAX Maximum MECH Mechanical MET Metal MFR Manufacturer MH Man Hole MIN Minimum MISC Miscellaneous MLDG Moulding MO Masonry Opening MTD Mounted MW Microwave NIC Not In Contract NO Number NOM Nominal NTS Not to Scale OC On Center OFCI Owner Furnished

Contractor Installed OFOI Owner Furnished

Owner Installed OPP Opposite P Paint PL Plate / Property Line PL LAM Plastic Laminate PLYWD Plywood PNL Panel PT Pressure Treated R Radius / Riser RB Rubber Base REFR Refrigerator REINF Reinforce (D) REV Revised RM Room SCHED Schedule SECT Section SHT Sheet SHW Single Hung Window SIM Similar SPECS Specifications SQ Square SS Sanitary Sewer STD Standard SVT Solid Vinyl Tile STL Steel T Tile T&G Tongue & Groove TYP Typical UNO Unless Noted

Otherwise VERT Vertical VTR Vent Thru Roof VWC Vinyl Wall Covering WD Wood WWM Welded Wire Mesh WWF Welded Wire Fabric YP Yellow Pine

Typical Abbreviation Legend:General Project Notes (Continued):

CONTRACTOR'S RESPONSIBILTY TO COMPLY WITH APPLICABLE GOVERNING

CODES/AUTHORITIES:

1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS,

AND ORDINANCES. EACH TRADE CONTRACTOR IS RESPONSIBLE FOR

OBTAINING ALL PERMITS, INSPECTIONS, AND CERTIFICATES REQUIRED BY

GOVERNING ENTITIES.

2. CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO

ASSURE SAFETY OF ALL PERSONS ON SITE DURING ENTIRE COURSE OF

CONSTRUCTION.

3. NEITHER THE ARCHITECT, NOR THE GOVERNMENT SHALL BE RESPONSIBLE

FOR JOB SAFETY. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR

JOB SITE SAFETY AND SAFETY OF THE PUBLIC DURING CONSTRUCTION AND

SHALL PROVIDE APPROPRIATE WARNINGS, BARRICADES, ETC. AS REQUIRED

PER CODES.

4. PROMPTLY NOTIFY THE GOVERNMENT IN WRITING IF ANY CONTRACT

DOCUMENTS ARE FOUND TO BE IN VARIANCE WITH THE APPLICABLE LAWS

AND ORDINANCES. NECESSARY CHANGES WILL BE MADE BY APPROPRIATE

MODIFICATIONS.

5. IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES,

LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO

THE GOVERNMENT, THAT TRADE CONTRACTOR ASSUMES FULL

RESPONSIBILITY AND BEARS COSTS ATTRIBUTED TO BRING WORK TO

COMPLIANCE OF SUCH CODES, LAWS, ORDINANCES, AND RULES AND

REGULATIONS.

GENERAL PROVISIONS FOR FIRE RATED CONSTRUCTION

1. ALL RECESSED ACCESSORIES LOCATED IN FIRE RATED WALLS SHALL BE

EITHER OF FIRE RATED CONSTRUCTION OR COORDINATED WITH THE

ADJACENT TRADES TO ALLOW THE GYPSUM BOARD TO BE CONTINUOUS

BEHIND THE ACCESSORIES.

2. EACH RESPONSIBLE CONTRACTOR SHALL SEAL ALL PENETRATIONS MADE AS

PART OF THEIR WORK IN FIRE-RATED CONSTRUCTION AS REQUIRED BY ALL

APPLICABLE CODES. EACH CONTRACTOR TO VERIFY WITH LOCAL FIRE

MARSHAL OR BUILDING OFFICIAL HAVING JURISDICTION. EACH RESPONSIBLE

CONTRACTOR WILL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK

THROUGH NON-RATED PARTITIONS. ALL FIRE CAULK TO BE THE SAME BRAND

AS DETERMINED BY CONTRACTOR.

3. ALL NEW AND EXISTING FIRE WALLS IN WORK AREAS ARE TO BE CARRIED TO

THE UNDERSIDE OF THE ROOF DECK AND SEALED AS REQUIRED FOR

NECESSARY FIRE RATINGS, AND LABELED PER THE AUTHORITY HAVING

JURISDICTION.

4. MATERIALS WITHIN PLENUMS. EXCEPT AS REQUIRED BY THE 2009

INTERNATIONAL MECHANICAL CODE SECTION 602.2.1.1 THROUGH

602.2.1.6, MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR

SHALL HAVE A FLAME SPEAD INDEX OF NOT MORE THAN 25 AND A SMOKE-

DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE

WITH ASTM E84 OR UL 723.

MISCELLANEOUS GENERAL PROVISIONS:

1. CONTRACTOR TO NOTIFY THE GOVERNMENT IMMEDIATELY IF THERE ARE ANY

DISCREPANCIES WITH TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.

2. IN ROOMS WITH FLOOR DRAINS, SLOPE TO DRAIN AT 1 PERCENT SLOPE

UNLESS SPECIFICALLY NOTED OTHERWISE.

Rev. Description Date

" M

IN

18" MIN

(A)

FRONT APPROACH, PULL SIDE

" M

IN

(B)

FRONT APPROACH, PUSH

SIDE

" M

IN12" MIN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

36" MIN

" M

IN

(D)

HINGE APPROACH, PULL SIDE

42" MIN

" M

IN

(E)

HINGE APPROACH, PULL SIDE

" M

IN

22" MIN

(F)

HINGE APPROACH, PUSH SIDE

(G)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

" M

IN

22" MIN

24" MIN

" M

IN

(H)

LATCH APPROACH, PULL SIDE

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH CLOSER

" M

IN 24" MIN

24" MIN

" M

IN

(J)

LATCH APPROACH, PUSH SIDE

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

24" MIN

" M

IN

" M

IN12" MIN

(C)

PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

X > 8"4

" M

IN

(B)

PUSH SIDE

" M

IN

18" MIN

X > 8"

(A)

PULL SIDE

24" MIN

" M

IN

(D)

STOP OR LATCH APPROACH

22 MIN

m in

(C)

POCKET OR HINGE APPROACH

(B)

SIDE APPROACH

M

IN

m in

(A)

FRONT APPROACH

AREA OF

REFUGE

AREA OF

REFUGE

" M

IN

" M

A X

CL

18 MIN

M

IN

CENTERED ON RAISED CHARACTERS

HEIGHT OF RAISED CHARACTERS ABOVE FLOOR LOCATION OF SIGNS AT DOORS

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1. ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1 ARE THE REFERENCE

STANDARDS USED FOR SCOOPING PROVISIONS FOR ACCESSIBILITY. THE MORE STRINGENT

PROVISIONS OF THE TWO STANDARDS ARE INDICATED.

2. DIAGRAMS SHOWN ARE FOR MOUNTING HEIGHT INFORMATION ONLY. FIXTURES SHOWN ARE NOT

NECESSARILY INCLUDED IN THE PROJECT.

3. COORDINATE ADA REQUIREMENTS WITH ALL REQUIRED CONCEALED WOOD BLOCKING.

4. REFER TO MANUFACTURER'S LITERATURE REGARDING RECOMMENDATIONS FOR MOUNTING

PRODUCTS AND MATERIALS IN COMPLIANCE WITH ADA STANDARDS.

GENERAL NOTES:

3/8" = 1'-0"T3.0

5 ADA DOOR OPENING MANEUVERING CLEARANCES

1/8" = 1'-0"T3.0

1 TYPICAL SIGNAGE MOUNTING DIAGRAMS

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATH

ELECTRIC WATER COOLER - SEE PLUMBING

EWC

EMERGENCY EXIT SIGNAGE

LIFE SAFETY LEGEND

FIRE EXTINGUISHER BRACKETFEB

AUTOMATED EXTERNAL DEFIBRILLATORAED

ROOM TAG

ROOM NAME

150 SF

B - MECHANICAL

B - CONCENTRATED B - GENERAL

S-1: STORAGE

8038 SF

S-1 (STORAGE)

1325 SF

B (CONCENTRATED)

383 SF

B (CONCENTRATED)

632 SF

B (MECHANICAL)

834 SF

B (CONCENTRATED)

302 SF

B (GENERAL)

EXIT ACCESS TRAVEL

DISTANCE =71'

FEB

FEB

FEB

FEB

FEB

FEB

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LS1.0

LIFE SAFETY PLAN

& CALCULATIONS

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CODE SUMMARY

APPLICABLE CODES:

BUILDING CODE..............UFC 1-200-01 / 2018 INTERNATIONAL BUILDING CODE

STRUCTURAL CODE...........UFC 3-301-01

PLUMBING CODE............UFC 3-420-01

MECHANICAL CODE.........UFC 3-401-01

FIRE CODE..................UFC 3-600-01 / NFPA 101

ELECTRICAL CODE...........UFC 3-501-01

ENERGY CODE..............UFC 1-200-02

ACCESSIBILITY CODE......2010 ADA STANDARDS

LIFE SAFETY CODE........UFC 3-600-01

IBC CHAPTER 3 AND UFC 3-600-01 OCCUPANCY & USE:

NFPA 101 CHAPTER 6:

• SEE LEGEND ON LIFE SAFETY PLAN

IBC CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:

• NOT APPLICABLE

IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS:

• CONSTRUCTION TYPE = II-B, SPRINKLED, GROUP S-1

• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3)

75 FEET ABOVE GRADE PLANE

• ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (PER TABLE 504.4)

3 STORIES ABOVE GRADE PLANE

• TABULAR BUILDING AREA (PER TABLE 506.2)

70,000 SQUARE FEET

• FIRE SEPARATION REQUIREMENTS NONSEPARATED OCCUPANCIES

• INCIDENTAL USE AREAS (PER TABLE 509)

SEE OCCUPANCY TABLE.

IBC CHAPTER 6 TYPES OF CONSTRUCTION:

• CONSTRUCTION TYPE: II-B

• FIRE RATINGS (PER TABLE 601) AS FOLLOWS (EXCEPT WHERE NOTED OTHERWISE)

PRIMARY STRUCTURAL FRAME.............................. 0 HOUR

BEARING WALLS (INTERIOR & EXTERIOR)...................0 HOUR

NON-BEARING WALLS AND PARITIONS (INTERIOR)........0 HOUR

FLOOR CONSTRUCTION AND SECONDARY MEMBERS...0 HOUR

ROOF CONSTRUCTION AND SECONDARY MEMBERS....0 HOUR

• REQUIRED FIRE SEPERATION (PER TABLE 602)

OCCUPANCY TYPE FIRE SEPARATION REQ. RATING

B >30' 0 HR

S-1 >30' 0 HR

IBC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:

• MAXIMUM EXTERIOR WALL OPENINGS (PER IBC SECTION 705)

DEGREE OF OPENING PROTECTION: ALLOWABLE AREA:

UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT

• FIRE WALLS (PER NFPA 8.3.2)

NO FIRE WALLS ARE PRESENT WITHIN THE SCOPE OF THE PROJECT

• SHAFT ENCLOSURE (PER NFPA 8.3.1 / 7.3.1.2)

NOT APPLICABLE

• OPENING PROTECTIVES (PER NFPA 8.3.4)

TYPE OF ASSEMBLY ASSEMBLY RATING REQUIRED OPENING PROTECTION

NOT APPLICABLE

• CONCEALED SPACES (PER SECTION 718)

NOT APPLICABLE

• SEE LEGEND ON LIFE SAFETY PLAN FOR APPLICABLE UL ASSEMBLIES TO BE PROVIDED.

IBC CHAPTER 8, UFC 3-600-01, NFPA 101 - INTERIOR FINISHES:

• FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)

BUSINESS (CHAPTER 39)

INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (42.3.3.2)

STORAGE S-1 (CHAPTER 42)

INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (42.3.3.2.2)

UFC 3-600-01(REPLACES IBC CHAPTER 9) - FIRE PROTECTION SYSTEMS:

• SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. FACILITY REQUIRES ONE MEANS OF ALL-WEATHER EMERGENCY

VEHICLE GROUND ACCESS IN ACCORDANCE WITH 9-1.1

2. FACILITY DOES NOT REQUIRE AERIAL APPARATUS ACCESS IN

ACCORDANCE WITH 9-1.2

• SECTION 9-2 - FIRE FLOW FOR FACILITIES

1. FIRE FLOW FOR SPRINKLER SYSTEM IS PROVIDED IN ACCORDANCE

WITH 9-2.1

• SECTION 9-3 - SERVICE MAINS AND LATERALS

1. FIRE HYDRANTS ARE PROVIDED IN ACCORDANCE WITH 9-3.5.8.2

A. ALL PARTS OF THE FACILITY EXTERIOR ARE WITHINT 350 FT OF

A HYDRANT

2. FIRE HYDRANTS ARE PROVIDED IN ACCORDANCE WITH 9-3.5.8.4

A. ONE HYDRANT IS LOCATED WITH 150FT OF THE FIRE

DEPARTMENT CONNECTION

• SECTION 9-5 - FIRE PUMPS

1. A FIRE PUMP IS NOT REQUIRED TO MEET FIRE PROTECTION

DEMAND

• SECTION 9-7 - AUTOMATIC SPRINKLER SYSTEMS

1. PER 9-7.2.1, AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED

• SECTION 9-10 - STANDPIPE SYSTEMS

1. PER 9-10, A STANDPIPE SYSTEM IS NOT REQUIRED

• SECTION 9-17 - PORTABLE FIRE EXTINGUISHERS

1. FIRE EXTINGUISHERS ARE PROVIDED, SEE PLANS FOR LOCATIONS

NFPA CHAPTER 7 (REPLACES IBC CHAPTER 10) - MEANS OF EGRESS:

• OCCUPANCY LOAD (PER TABLE 7.3.1.2):

SEE OCCUPANCY TABLE

• EGRESS CAPACITY SIZING (PER TABLE 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

SEE LIFE SAFETY PLAN FOR INDIVIDUAL ROOM EGRESS ANALYSIS

• MINIMUM STAIR WIDTH (PER SECTION 7.3.3.1)

SEE CODE CALCULATIONS TABLE(S)

• NUMBER OF MEANS OF EGRESS (PER SECTION 7.4.1)

TOTAL NUMBER OF EXITS REQUIRED

BUSINESS OCCUPANCY (CHAPTER 39)

2 EXITS REQUIRED

S-1 STORAGE OCCUPANCY (CHAPTER 42)

2 EXITS REQUIRED

• COMMON PATH OF EGRESS TRAVEL DISTANCE

BUSINESS OCCUPANCY (CHAPTER 39)

100 FT PER 39.2.5.2.1

S-1 STORAGE (CHAPTER 42)

100 FT PER 42.2.5

• EXIT ACCESS TRAVEL DISTANCE

BUSINESS OCCUPANCY (CHAPTER 39)

300 FEET PER 39.2.6.3

S-1 STORAGE OCCUPANCY (CHAPTER 39)

400 FEET PER 42.2.5

• CORRIDORS

OCCUPANCY TYPE (B, S-1) REQUIRES:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS

MINIMUM CORRIDOR WIDTH

BUSINESS OCCUPANCY (CHAPTER 39)

44 INCHES PER 39.2.3.2

S-1STORAGE OCCUPANCY (CHAPTER 42)

36 INCHES PER 7.3.4.1

DEAD END CORRIDORS

BUSINESS OCCUPANCY (CHAPTER 39)

MAXIMUM OF 50 FEET PER 39.2.5.3

S-1 STORAGE OCCUPANCY (CHAPTER 42)

MAXIMUM OF 100 FEET PER 42.2.5

SSL_GROUND FLOOR PLAN CODE CALCULATIONS

Name

Occupancy Calculations Egress Width Calculations

Area Male

Occupancy Female

Occupancy Occupancy

Factor Total Occupant

Load Req. Width Of Egress

Components

B (CONCENTRATED) 834 SF 13.35 3.34 50 SF 16.68 3.34

B (CONCENTRATED) 383 SF 6.13 1.53 50 SF 7.66 1.53

B (CONCENTRATED) 1325 SF 21.20 5.30 50 SF 26.50 5.30

B (GENERAL) 302 SF 2.42 0.60 100 SF 3.02 0.60

B (MECHANICAL) 632 SF 1.01 0.25 500 SF 1.26 0.25

S-1 (STORAGE) 8038 SF 12.86 3.22 500 SF 16.08 3.22

11515 SF

3/32" = 1'-0"LS1.0

1 LIFE SAFETY PLAN

SSL_PLUMBING FIXTURE CALCULATIONS

Name Male

Occupancy Female

Occupancy

Plumbing Fixture Calculations Water Closets Required Lavatories Required Drinking

Fountains Req.Men Women Male Female.

B (CONCENTRATED)

B (GENERAL) 2.42 0.6 0.10 0.02 0.06 0.02 0.03

B (MECHANICAL) 1.01 0.25 0.04 0.01 0.03 0.01 0.01

S-1 (STORAGE) 12.79 3.2 0.51 0.13 0.32 0.08 0.16

Rev. Description Date

57 15 72 14.24 CALCULATED

44" MINIMUM REQUIRED PER CODE

57 15 3 1 2 1 1

466 SF

MECH.

EQUIPMENT

30-06

2851 SF

ENGINE SHOP

30-08

1882 SF

REPAIR &

RECLAIM

30-14

351 SF

OFFICE

30-05

202 SF

MEN

30-03

281 SF

OFFICE

30-02

497 SF

READY ROOM

30-01

1858 SF

NON-POWERED

AGE

30-13

673 SF

MAINTENANCE

STORAGE

30-12286 SF

OFFICE

30-11

111 SF

ELEC. ROOM

30-07

47 SF

WOMEN

30-04

536 SF

C.A.T.M.

30-09

144 SF

OFFICE

30-15

280 SF

C.A.T.M.

WAREHOUSE

30-10

LEGEND:

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

DOTTED LINE GENERALLY INDICATES EXISTING AREAS TO BE

REMOVED, INCLUDING BUT NOT LIMITED TO WALLS, DOORS,

FLOOR COVERING, CEILINGS, ETC... IN CASE OF UNCERTAINTY

PROVIDE WRITTEN REQUEST TO ARCHITECT.

xx SPECIFIC NOTE TAG (SEE

DEMOLITION NOTES SHEET)

REMOVE SLAB IN LOCATION

MARKED IN PREPARATION FOR

NEW WORK

Sheet Number

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Project Title

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NOTES & PLAN

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February 2023

NV, NJ

DCD

General Demolition Notes:

THE INTENT OF DEMOLITION IS TO ACCOMPLISH ALL WORK NECESSARY TO PROVIDE A FINISHED, COMPLETE BUILDING AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE FOLLOWING GENERAL NOTES ARE APPLICABLE

TO ALL DEMOLITION ACTIVITIES REQUIRED BY THE SCOPE OF THE CONTRACT DOCUMENTS.

CONTRACTOR'S RESPONSIBILTY TO VERIFY ACCURACY OF EXISTING CONDITIONS:

1. DOCUMENTATION CONTAINED IN THESE CONSTRUCTION DOCUMENTS OF EXISTING CONDITIONS MAY

NOT BE ENTIRELY ACCURATE. CONTRACTOR IS TO TAKE THE INITIATIVE TO VISIT THE SITE PRIOR TO AND

DURING THE PRE-BID MEETING TO VERIFY ACTUAL CONDITIONS, THEREFORE RENDERING THE

CONTRACTOR RESPONSIBLE FOR AN ACCURATE REPRESENTATION OF THE EXISTING CONDITIONS.

2. CONTRACTOR TO VISIT SITE TO VERIFY EXISTING CONDITIONS AND SHALL BE RESPONSIBLE FOR

DETERMINING THE SCOPE OF WORK PRIOR TO DEMOLITION . EXISTING CONDITIONS SHALL BE

THOROUGHLY RESEARCHED PRIOR TO CONSTRUCTION AND ANY DRAWINGS SHALL BE IMMEDIATELY DISCUSSED WITH ARCHITECT PRIOR TO BEGINNING CONSTRUCTION IN THE AFFECTED AREA. CHANGE ORDERS WILL NOT BE APPROVED PRIOR TO WORK TAKING PLACE FOR EXISTING CONDITIONS READILY

APPARENT BY A THOROUGH OBSERVATION.

3. CONTRACTOR TO VERIFY ALL EXISTING FLOOR ELEVATIONS AND VERIFY WITH PLANS. REPORT ANY

DISCREPANCIES TO THE GOVERNMENT PRIOR TO CONSTRUCTION

4. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE AS SHOWN ON

PLANS RELATIVE TO EXISTING CONDITIONS.

5. THE GOVERNMENT ASSUMES NO RESPONSIBILITY FOR EXISTING UNKNOWN CONDITIONS. EACH

CONTRACTOR SHALL COORDINATE NEW CONSTRUCTION WITH EXISTING CONSTRUCTION AND

INVESTIGATE IN A REASONABLE MANNER REGARDING HIDDEN CONDITIONS.

SAFEGUARDS DURING DEMOLITION:

1. CONTRACTOR TO MAKE SURE ALL INFRASTRUCTURE (POWER, GAS, WATER, CABLING, ETC...) IS TURNED

OFF AND/OR REMOVED PRIOR TO DEMOLITION.

2. CONTRACTOR TO VERIFY ALL LOAD BEARING CONDITIONS AND PROVIDE SHORING AS REQUIRED IN ALL

AFFECTED AREAS PRIOR TO & DURING DEMOLITION AND/OR CONSTRUCTION.

3. ALL CURRENT OSHA AND APPLICABLE STANDARDS SHALL BE UPHELD TO ASSURE SAFETY OF ALL

PERSONS ON SITE DURING ENTIRE COURSE OF CONSTRUCTION.

4. PROTECT ALL EXISTING BUILT IN EQUIPMENT AS REQUIRED DURING DEMOLITION AND CONSTRUCTION

ACTIVITIES. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING EQUIPMENT RESULTING FROM CONSTRUCTION ACTIVITIES AT NO COST TO THE GOVERNMENT. VERIFY CONDITIONS OF EXISTING EQUIPMENT WITH THE GOVERNMENT PRIOR TO BEGINNING ON SITE DEMOLITION AND CONSTRICTION

ACTIVITIES.

CONTRACTOR'S RESPONSIBILTY TO REMOVE ALL ENCUMBRANCES REQUIRED FOR PROPER INSTALLATION OF

NEW SYSTEMS:

1. REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO CONCRETE, WOOD, DUCTS, PIPING, WIRING, SHALL BE DONE BY THE CONTRACTOR TO ACHIEVE FLOOR PLANS AS SHOWN EVEN IF NOT

SHOWN ON DEMOLITION PLANS.

2. REMOVE ALL CEILINGS AND ITEMS ABOVE CEILINGS THAT ARE NOT REQUIRED IN THE RENOVATED BUILDING AND AS REQUIRED TO INSTALL NEW HVAC, PLUMBING, LIGHTING, ELECTRICAL, ETC. FOR FULLY

FUNCTIONING SYSTEMS.

3. REMOVE ANY UNUSED PENETRATIONS AND INSTALL NEW DECKING/ROOFING OVER ANY OPENINGS

4. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL REMOVE GYPSUM WALLBOARD AND ANY FURRING

STRIPS AND/OR FASTENERS FROM EXTERIOR WALLS TO PREPARE FOR NEW FINISH.

5. REMOVE ALL ABANDONED FIXTURES, PIPING, CONDUIT WIRING, INSULATION, EQUIPMENT, STRUCTURAL

SUPPORTS, ARCHITECTURAL SYSTEMS., ETC… NO LONGER IN USE OR UNNECESSARY FOR THE

RENOVATED PROJECT. PROVIDE PATCHING WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS

AND FINISHES REQUIRED, UNLESS OTHERWISE NOTED, TO MEET ALL APPLICABLE CODES.

6. REMOVE ALL EXISTING FINISHES AS REQUIRED IN PREPARATION FOR INSTALLATION OF NEW FINISHES. SEE

FINISH SCHEDULE AND PROJECT SPECIFICATIONS.

7. REMOVE ALL MISCELLANEOUS HARDWARE, PANELING, CLIPS, FASTENERS, WIRE, CONDUIT, PIPES, ETC… FROM ANY AND ALL SURFACES TO RECEIVE A NEW FINISH. PATCH SUBSTRATES BY FILLING, GRINDING

AND SANDING SMOOTH WITH ACCEPTABLE CONSTRUCTION INDUSTRY AND CODE COMPLIANT

MATERIALS. PREPARE SURFACE FOR ACCEPTANCE OF MANUFACTURER SPECIFIED FINISH AND SURFACE TREATMENT. INSTALLATION OF FINISH INDICATES ACCEPTANCE OF SUBSTRATE BY APPLICATOR. WHERE NO NEW FINISHES OCCUR, PATCH EXISTING MATERIALS WITH MATCHING MATERIALS SO THAT PATCH

WORK IS NOT VISIBLE.

8. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE REMOVAL OF DEMOLISHED MATERIALS: FOR THE PATCHING OF EXISTING SURFACES, INCLUDING OPENINGS IN FLOORS, WALLS, ETC. TO MATCH UNDISTURBED EXISTING SURFACES, AND FOR LEAVING THE AREA IN A CLEAN CONDITION. REFER TO

CONTRACT DOCUMENTS FOR SPECIFIC FLOOR RELATED DETAILS.

CONTRACTOR'S RESPONSIBILTY TO RETURN THE SITE/STRUCTURE TO PRE-WORK CONDITIONS

1. CONTRACTOR TO TAKE EXTREME CARE AT EXISTING EXTERIOR FINISHES, INCLUDING BUT NOT LIMITED TO

BRICK, METALWORK, WINDOWS, AND DOORS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY

EXTERIOR FINISHES THAT WERE COMPROMISED DURING THE COURSE OF CONSTRUCTION.

2. CONTRACTOR TO PROTECT ALL FINISHES TO REMAIN ON INTERIOR OF EXISTING SPACES INCLUDING

WALLS, CEILINGS, FLOORS, DOORS, FIXTURES, ETC.

3. CONTRACTOR SHALL LEAVE WORK SITE GENERALLY CLEAN AT THE END OF EACH WORK DAY (ESPECIALLY

AROUND THE EXTERIOR OF THE BUILDING AND WITHIN THE STAGING AREA).

CONTRACTOR'S RESPONSIBILITY REGARDING REMOVAL AND DISPONSAL OF DEMOLISHED MATERIALS:

1. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LAWS, REGULATIONS, AND/OR ORDINANCES REGARDING THE METHOD OF DEMOLITION AND DISPOSAL OF WASTE MATERIALS.

THE GOVERNMENT ASSUMES NO LIABILITY FOR EXTRA WORK OR ADDITIONAL COMPENSATION DUE TO FAILURE OF THE TRADE CONTRACTOR OR SUBCONTRACTORS TO COMPLY WITH ANY AND ALL SUCH

REGULATIONS THAT APPLY.

General Demolition Notes (Continued):

CONTRACTOR'S RESPONSIBILTY REGARDING HAZARDOUS MATERIALS:

1. CONTRACTOR SHALL COMPLY WITH ALL SPECIFIED REQUIREMENTS AND GOVERNING CODES/LAWS/REGULATIONS

REGARDING REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS.

2. AN ENVIRONMENTAL ASSESSMENT HAS NOT BEEN COMPLETED.

3. IF HAZARDOUS MATERIALS NOT NOTED IN THE CONTRACT DOCUMENTS ARE ENCOUNTERED, NOTIFY THE

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO PROCEEDING.

ADDITIONAL MISCELLANEOUS PROVISIONS

1. GENERAL DEMOLITION NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES (DESIGNATED) APPLY TO ISOLATED

WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT VIA OWNER.

2. REFER ALSO TO SELECTED DEMOLITION, SUMMARY OF WORK, GOVERNMENT SOLICITATION DOCUMENTS, AND OTHER

SPECIFICATION SECTIONS REQUIRED.

3. REFER TO CIVIL, FIRE SUPPRESSION, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL FOR ADDITIONAL DEMOLITION AND REPARATION REQUIREMENTS. PATCH ALL LOCATIONS REQUIRED BY FIRE SUPPRESSION, PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION. MATCH ADJACENT CONDITIONS, UNLESS OTHERWISE NOTED. ALL REQUIRED TRENCHING AND REPLACEMENT OF EXISTING SLABS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. DURING ROOFING DEMOLITION PROVIDE TEMPORARY ROOFING AS REQUIRED TO PROTECT BUILDING FROM DAMAGE.

5. CONTRACTOR TO ASSUME ALL CONCRETE INDICATED TO BE REMOVED IS REINFORCED.

6. IN LOCATION WHERE THE PLANS CALL FOR THE DEMOLITION OF THE EXISTING EXTERIOR BRICK VENEER, THE

CONTRACTOR SHALL DISMANTLE THE BRICK VENEER AND REMOVE ALL MORTAR FOR USE IN OTHER LOCATIONS FOR PATCHING. CONTRACTOR SHALL COORDINATE, WITH ARCHITECT, LOCATIONS WHERE RECYCLED BRICK ARE TO BE

USED FOR PATCHING.

7. AT LOCATIONS IN EXISTING FIRE WALLS WHERE SERVICES ARE REMOVED OR OPENINGS ARE CREATED, PATCH WALLS

TO MAINTAIN REQUIRED FIRE RATING.

8. REMOVE AND REPLACE ALL EXISTING VERTICAL AND HORIZONTAL EXTERIOR BRICK VENEER CONTROL JOINTS. SUBMIT

ACTUAL SEALANT JOINT COLOR SAMPLES TO THE GOVERNMENT FOR APPROVAL.

3/32" = 1'-0"A1.0

1 FIRST FLOOR DEMOLITION PLAN

Specific Demolition Notes:

REMOVE EXISTING WINDOWS AND PREPARE OPENINGS FOR

INFILL.

REMOVE EXISTING EXTERIOR METAL PANELS AND BRICK WORK

NECESSARY TO CONSTRUCT THE NEW ADDITION.

REMOVE EXISITNG SIDEWALK PAVEMENT NECESSARY TO

CONSTRUCT THE NEW ADDITION.

4 REMOVE EXISITNG DOWNSPOUT AND SEGMENTS OF GUTTER

REQUIRED TO TIE INTO THE NEW ADDTION GUTTERS.

5 REMOVE EXISTING WINDOW ASSEMBLY AND WALL BELOW

WINDOW AS REQUIRED TO INSTALL NEW DOOR ASSEMBLY.

REFER TO FLOOR PLAN.

6 EXISTING DOWNSPOUT TO REMAIN.

7 EXISTING SIDEWALK TO REMAIN

A5.1

A5.1

Sim

A5.1

Sim

A5.2

13' - 4"

34' - 8"

0' - 8"0' - 8"

A5.2

408 SF

STORAGE

30-16

1 1113

4 4

METAL WALL PANELS

BRICK VENEER

A5.1

Sim

A5.1

Sim

A5.2

A3.2

METAL WALL PANELS

BRICK VENEER

A5.1

Sim

METAL WALL PANELS

BRICK VENEER

GUARDRAIL (PAINT)

A5.2

A5.2

EXISTING STANDING SEAM METAL

ROOF TO REMAIN BEYOND

NEW TPO ROOFING MEMBRANE

A5.1

1/4" / 1'-0"

1/ 4"

1'

-0

A5.1

DS

DSDS

DS

1/4" / 1'-0"

NEW TPO ROOFING

MEMBRANE

EXISTING STANDING SEAM METAL ROOF TO REMAIN

1"

1' -0

EX

IS

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DG

E HIP RIDGE

GUTTER

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February 2023

NV, NJ

DCD

1/4" = 1'-0"A2.1

1 FIRST FLOOR

1/4" = 1'-0"A2.1

2 NORTHWEST ELEVATION

1/4" = 1'-0"A2.1

3 SOUTHEAST ELEVATION

1/4" = 1'-0"A2.1

4 SOUTHWEST ELEVATION

1/4" = 1'-0"A2.1

5 ROOF PLAN

Specific Notes:

INFILL EXISTING OPENINGS WITH NEW METAL STUD

FRAMING AND BATT INSULATION. PROVIDE NEW

GYPSUM BOARD ON THE INTERIOR SIDE OF THE

EXISTING BUILDING SIDE AND REPAINT FULL

EXTENTS OF THE WALL.

CONNECT EXISTING GUTTER TO NEW ADDITION

GUTTER.

SET THRESHOLD IN FULL BED OF SEALANT3

CONCRETE SPLASH BLOCK4

AS SCHEDULED

DOOR WIDTH

A S S

C H

ED

U

LE

D

D O

O R

H

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G H T

F HM EXT

INSULATED FLUSH

HOLLOW METAL

DOOR (PNT-2)

HM F2 EXT

INSULATED HOLLOW

METAL FRAME 4"

HEAD (PNT-2)

0' - 2"

AS SCHEDULED

DOOR WIDTH 0' - 2"

A S S

C H

ED

U

LE

D

D O

O R

H

EI

G H T

HM F1 EXT

INSULATED HOLLOW

METAL FRAME 2"

HEAD (PNT-2)

0' - 2"

AS SCHEDULED

DOOR WIDTH 0' - 2"

A S S

C H

ED

U

LE

D

D O

O R

H

EI

G H T

1.) ALL WALL PAINT TO EXTEND TO DECK WHEN CEILING IS EXPOSED. PAINT EVERYTHING EXPOSED TO VIEW INCLUDING BUT NOT LIMITED TO

FIRE PROTECTION, STRUCTURAL, MECHANICAL, ELECTRICAL.

GENERAL NOTES:

CONTINUOUS CLEAT

METAL FLASHING

CONT. BACKER ROD & SEALANT,

TYP. BOTH SIDES - 3/8" MIN.

HOLLOW METAL DOOR/FRAME -

GROUT FILL - SEE DOOR SCHEDULE

HEAD DETAIL

BRICK

RIGID INSULATION

DAMPPROOFING

CMU

MASONRY RETURN AS REQ.

CONTINUOUS BACKER ROD & SEALANT

3/8" MIN. (BOTH SIDES)

JAMB DETAIL

VERIFY

AIR SPACE

METAL PANEL CLOSURE TRIM

CONT. BACKER ROD & SEALANT,

TYP. BOTH SIDES - 3/8" MIN.

P.T. WOOD BLOCKING

DAMPPROOFING

METAL WALL PANEL

STEEL BEAM- SEE STRUCTURAL

SHEATHING

METAL STUD FRAMING

STEEL ANGLE - SEE STRUCTURAL

METAL ROOF DECK

HOLLOW METAL DOOR/FRAME -

GROUT FILL - SEE DOOR SCHEDULE

CMU BEYOND

ROOF INSULATION

SEE DOOR SCHEDULE

HOLLOW METAL FRAME BEYOND

ALUMINIUM THRESHOLD SET IN

FULL BED OF SEALANT

SEAL - SEE HARDWARE SCHEDULE

PEJ

DAMPPROOFING

TERMINATION BAR & SEALANT

CMU

ZEE GIRT

HEAD TRIM

METAL DRIP WITH HEMMED EDGE

CONT. BACKER ROD & SEALANT,

TYP. BOTH SIDES - 3/8" MIN.

HOLLOW METAL FRAME -

SEE DOOR SCHEDULE

FILL WITH GROUT

SEE DOOR SCHEDULE

CMU BOND BEAM, SEE

STRUCTURAL FOR SIZE AND CELL

REINFORCEMENT REQUIREMENTS

WALL FLASHING

METAL WALL PANEL SYSTEM

METAL WALL PANEL

RIGID INSULATION

DAMPPROOFING

CMU

JAMB TRIM

HOLLOW METAL FRAME -

SEE DOOR SCHEDULE

FILL WITH GROUT

SEE DOOR SCHEDULE

LINE OF THRESHOLD

BEYOND

CONTINUOUS BACKER ROD &

SEALANT, 3/8" MIN. (BOTH

SIDES)

MASONRY "T" ANCHOR, SEE

SPECIFICATIONS FOR SPACING

REQUIREMENTS

JAMB DETAIL (METAL)

BRICK

AIR SPACE

RIGID INSULATION

DAMPPROOFING

CMU

MASONRY RETURN AS REQ.

HOLLOW METAL FRAME -

SEE DOOR SCHEDULE

FILL WITH GROUT

SEE DOOR SCHEDULE

LINE OF THRESHOLD

BEYOND

CONTINUOUS BACKER ROD &

SEALANT, 3/8" MIN. (BOTH

SIDES)

MASONRY "T" ANCHOR, SEE

SPECIFICATIONS FOR SPACING

REQUIREMENTS

JAMB DETAIL (BRICK)

ZEE GIRT

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SCHEDULES

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February 2023

NV, NJ

DCD

DOOR, OPENING & FRAME SCHEDULE

DOOR DETAILS

FIRE

RATING

GLAZING

TYPE NOTES

DOOR

NO. LEAVES

TOTAL

WIDTH HEIGHT THICKNESS TYPE

FRAME

TYPE

HEAD

DETAIL

JAMB

DETAIL

SILL

DETAIL

LIFE SAFETY PLAN

101 1 3' - 0" 7' - 0" 0' - 1 3/4" F HM EXT HM F2 EXT 1/A3.2 2/A3.2 3/A3.2

102 2 9' - 8" 8' - 11 1/2" 0' - 1 3/4" F HM EXT HM F1 EXT 4/A3.2 4/A3.2 3/A3.2

103 1 3' - 0" 7' - 0" 0' - 1 3/4" F HM EXT HM F2 EXT INSTALL NEW DOOR IN EXISTING WINDOW OPENING

3" = 1'-0"A3.2

4 OVERHEAD COILING DOOR - MASONRY ON CMU

3" = 1'-0"A3.2

3 HM FRAME SILL DETAIL

FINISH SCHEDULE

NO. ROOM NAME

FLOOR WALL

CEILING FINISH

DOORS

NOTESFINISH

BASE

FINISH

FINISH

FINISH

CASING

& TRIMNORTH WALL EAST WALL

SOUTH

WALL WEST WALL

LIFE SAFETY PLAN

30-16 STORAGE SC PNT-1 PNT-1 PNT-1 PNT-1 EXPOSED/PNT-3 PNT-2 PNT-2

Rev. Description Date

3" = 1'-0"A3.2

1 HM FRAME HEAD DETAIL

3" = 1'-0"A3.2

2 HM FRAME JAMB DETAIL

FINISH LEGEND:

SC - SEALED CONCRETE - REFER TO SPECIFICATION

SECTION 09 9123

PNT- # - INTERIOR PAINT - REFER TO SPECIFICATION

SECTION 09 9123. # - INDICATES INDEPENDENT

COLOR AS SELECTED BY CONTRACTING OFFICER

REPRESENTATIVE

NEW CMU - SEE

STRUCTURAL

EXISTING INSULATION

(REPLACE WHERE DAMAGED)

NEW SLAB FLOORING

NEW POROUS FILL

NEW FOOTING - SEE STRUCTURAL

PEJ

EXISITNG BRICK WAINSCOAT TO BE

REMOVED

EXISITNG ROOF EDGE TO BE REMOVED AS REQUIRED TO

INSTALL NEW ROOFING SYSTEMS

STEEL GUTTER SUPPORT OT

BE REMOVED

EXISTING METAL PANEL WALL

SYSTEM TO BE REMOVED

5/8" FIBERGLASS REINFORCED

GYPSUM SHEATING TO BE REMOVED

EXISTING GUTTER AND

DOWNSPOUTS TO BE

REMOVED

EXISTING METAL PANEL WALL

SYSTEM TO BE REMOVED

METAL FLASHING TO BE REMOVED

CMU - SEE STRUCTURAL

CONCRETE FOOTING - SEE

STRUCTURAL

TAPERED INSULATION

RIGID INSULATION (THICKNESS AS REQ.

TO MATCH EXISTING ROOF EDGE HEIGHT)

METAL DECKING

METAL FRAMING - SEE STRUCTURAL

TPO MEMBRANE

STANDARD BRICK

CMU - SEE STRUCTURAL

GROUT FILL

MATCH

EXISTING

9' - 4"

S

EE

S

TR

U C

TU

R A L

A5.1 7 Sim

A5.1 6 Sim

A5.1 5 Sim

Z CLIP

AIR SPACE

RIGID INSULATION

DAMPPROOFING

CMU - SEE STRUCTURAL

POROUS FILL

VAPOR BARRIER

CONCRETE SLAB - SEE STRUCTURAL

METAL WALL PANEL

RIGID INSULATION

DAMPPROOFING

CMU - SEE STRUCTURAL

TAPERED RIGID INSULATION

RIGID INSULATION (THICKNESS

AS REQ. TO MATCH EXISTING

ROOF EDGE HEIGHT)

METAL DECKING

METAL FRAMING - SEE

STRUCTURAL

TPO MEMBRANE

FLASHING WITH SEALANT

TERMINATION BAR

EXISTING METAL ROOFING PANEL - CUT AS REQUIRED TO INSTALL NEW ROOF SYSTEM

NEW METAL STUD FRAMING

BETWEN PURLINS AS REQUIRED

TO SUPPORT NEW PLYWOOD.

FILL WITH VINYL FACED BATT

INSULATION

NEW 3/4: T& G PLYWOOD SHEATHING

EXISITNG Z-PURLIN +/-

4'-0" UP SLOPE

EXISTING METAL BUILDING

RIGID FRAME

EXISTING GYPSUM WALLBOARD

9' - 4"

TAPERED INSULATION

RIGID INSULATION (THICKNESS AS REQ. TO

MATCH EXISTING ROOF EDGE HEIGHT)

METAL DECKING- SEE STRUCTURAL

METAL FLASHING

STEEL ANGLE - SEE STRUCTURAL

GUTTER

GUTTER STRAP

@ 36" O.C.

P.T. BLOCKING

DAMPPROOFING

TPO MEMBRANE

Z CLIP

RIGID INSULATION

METAL PANEL

DOWNSPOUT

BOND BEAM - SEE STRUCTURAL

DAMPPROOFING

SHEATHING

METAL STUD FRAMING

METAL

FLASHING

MORTER NET

DAMPPROOFING

WEEP

METAL DRIP EDGE WITH

HEMMED EDGE - SET IN

SEALANT

FLEXIBLE FLASHING

RIGID INSULATION

TERMINATION BAR

WITH SEALANT

GROUT INFILL

STANDARD BRICK

DOWNSPOUT

Z CLIP

CMU

FLASHING

Z CLIP

3' - 6 5/8"

DAMPPROOFING

RIGID INSULATION

STANDARD BRICK

METAL FLASHING SET IN

FULL BED OF SEALANT

TERMINATION BAR

W/ SEALANT

METAL PANEL

DOWNSPOUT

Sheet Number

Sheet Title

Project Title

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DETAILS & WALL

SECTIONS

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21047 / BRKR 202911

February 2023

NV, NJ

DCD

1 1/2" = 1'-0"A5.1

4 NEW FOOTING CONNECTION

1 1/2" = 1'-0"A5.1

3 DEMOLITION WALL SECTION

1 1/2" = 1'-0"A5.1

1 NEW WALL SECTION

1 1/2" = 1'-0"A5.1

2 ROOF CONNECTION DETAIL

3" = 1'-0"A5.1

5 GUTTER DETAIL

3" = 1'-0"A5.1

7 FLASHING DETAIL

3" = 1'-0"A5.1

6 WATER TABLE DETAIL

1/4"x3"WIDE CONT.

WELD PLATE W/

1/2"Øx4" HEADED

STUDS @ 16"O.C.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

CONT. U-BLOCK W/

#5 TOP & BOTTOM

#4 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #4.

1 1/2" STEEL DECK

8"

(+9'-4")

TOP OF

BLK.

5"x4"x12GA. BENT

PLATE CONT. (LLV)

8"x1 5/8"x12GA. 'C'-

JOISTS @ 16"O.C., MAX.

SEE ARCH. DWGS.

FOR FINISH

8"x1 5/8"x12GA. 'C'-

BLOCKING, CONT.

1/4"x3"WIDE CONT.

WELD PLATE W/

1/2"Øx4" HEADED

STUDS @ 16"O.C.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

CONT. U-BLOCK W/

#5 TOP & BOTTOM

#4 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #4.

1 1/2" STEEL DECK

8"

(+9'-4")

TOP OF

BLK.

5"x4"x12GA. BENT

PLATE CONT. (LLV)

8"x1 5/8"x12GA. 'C'-OUTLOOKERS

@ 16"O.C., MAX.

8"x1 5/8"x12GA. 'C'-

JOISTS @ 16"O.C., MAX.

SEE ARCH. DWGS.

FOR FINISH

F .S

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TYPICAL FOOTING STEP DETAIL - (F.S.)

CONT. REINF.

MIN.

1' - 0"

CONT. REINF.

SEE SECTIONS FOR

TRANSVERSE REINF.

SAME SIZE & NUMBER

AS CONT. REINF.

TYP.

2' - 0"

M A

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6" MAX. TYPICAL SCREW SPACING

@ CONT. STEEL SUPPORT

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TYPICAL ROOF DECK FASTENING REQUIREMENTS

SIDE LAP

DECK

SUPPORT

SIDE LAP ATTACHMENT

W/ #10 SCREWS @ 6"O.C.

NO SCALE

2" LAP

DECK SHALL BE MIN. (3)SPAN CONTINUOUS

NOTE:

ALL SCREWS @ CONT. SUPPORTS SHALL BE #12 SELF-DRILLING

SELF-TAPPING SCREWS. AT BAR JOIST ROOFS, USE 5/8"Ø PUDDLE

WELDS (IN LIEU OF SCREWS) @ STEEL SUPPORTS.

TYPICAL SLAB CONSTRUCTION

W.W.F.

JOINT DETAIL-(C.J.)

ALTERNATE SLAB CONSTRUCTION

JOINT DETAIL (SAWED JOINT)

W.W.F.

SAW CUT 1/8"x1" DEEP

SAWED JOINT. FILL

JOINT W/ SEALANT.

NOTE:

IF SAWED JOINTS ARE USED,

JOINTS MUST BE SAWED

SAME DAY AS SLAB POUR.

WOOD FORMED

KEYED JOINT

/2

6" 6"

1. BEAR 8" HIGH U-BLOCKS 8" EACH END.

2. FILL CELLS W/ CONCRETE FULL HEIGHT @

U-BLOCK BEARING FOR ENTIRE LENGTH

OF BEARING & REINFORCE EACH CELL W/

BAR SAME SIZE AS WALL REINFORCING.

VERTICAL REINFORCING SHALL BE

CONTINUOUS THRU LINTEL @ BEARING.

3. FILL CELLS OF U-BLOCK LINTEL TO FULL

HEIGHT IN ONE POUR.

NOTES:

1/4"x3"WIDE CONT.

WELD PLATE W/

1/2"Øx4" HEADED

STUDS @ 16"O.C.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

CONT. U-BLOCK W/

#5 TOP & BOTTOM

#4 @ 48"O.C., CENTERED. FILL CELLS

W/ CONC. FULL HT. OF

WALL ONLY @ #4.

1 1/2" STEEL DECK

6"

(+9'-4")

TOP OF

BLK.

3"x3"x12GA. BENT

PLATE CONT.

8"x1 5/8"x12GA. 'C'-

JOISTS @ 16"O.C., MAX.

8"x1 5/8"x12GA. 'C'-

BLOCKING, CONT.

EXISTING BUILDING

1" E.J.

LENGTH

SCH. PL. 1' - 4"

TYPICAL BEAM BEARING ON C.M.U. WALL DETAIL (PARALLEL)

END OF DOWELS

PROVIDE 2" LONG HORIZ.

SLOTTED HOLES IN BEAM &

PLATE. FINGER TIGHTEN

NUTS & UPSET THREADS.

CONT. U-BLOCK

W/ #5 TOP & BOT.

SEE PLAN FOR

BEAM SIZE

5/8"Ø SMOOTH DOWELS

WELDED TO BEAM

1/2"x7"x16" BEARING PLATE W/ (2)3/4"Øx14" HEADED

A.B.'S ON 1"± GROUT

FILL (2)CELLS (16") W/ CONC.

FULL HT. BELOW BEARING &

REINF. W/ 1-BAR SAME SIZE

AS WALL REINF. EA. CELL.

Sheet Number

Sheet Title

Project Title

M o n tg o m er y

D o th an

W W W .S S L A R C H .C O M

(M

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Job Number

Date

Drawn By

Checked By

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02-06-23

S0.1

General Notes-Schedules -Typical Details

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21047 / BRKR 202911

February 2023

R. Casey

JWD

3/4" = 1'-0"S0.1

1 SECTION

3/4" = 1'-0"S0.1

2 SECTION

Lintel Schedule Mark or Location Max. Span Type Size Reinforcing Remarks

8"C.M.U. 3'-4" U-BLOCK 8x8 #5 TOP & BOTTOM 8" HIGH U-BLOCK

3/4" = 1'-0"S0.1

3 SECTION

FOUNDATION:

1. THE BEARING STRATA OF ALL FOOTINGS AND GRADE BEAMS SHALL BE

INSPECTED AND APPROVED BY THE SOILS TESTING LABORATORY PRIOR

TO PLACING THE REINFORCING STEEL AND CONCRETE.

2. ALL FOOTINGS SHALL BEAR ON AN UNDISTURBED SOIL STRATA OR

COMPACTED FILL CAPABLE OF SUSTAINING THE LOADS.

3. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF

P = 1500 PSF. THE TESTING AGENCY SHALL VERIFY THAT THE SOILS ARE

CAPABLE OF SUSTAINING 2000 PSF PRIOR TO CONCRETE PLACEMENT.

4. ELEVATIONS SHOWN ON PLAN ARE TOP OF FOOTINGS AND ARE MINIMUM

DEPTH. DIFFERENT OR UNUSUAL CONDITIONS SHALL BE REPORTED TO

THE GOVERNMENT.

5. ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE

GROUND. CONCRETE BLOCK AND BROKEN TILE SHALL NOT BE USED.

CONCRETE OR CLAY BRICK MAY BE USED.

6. DOWEL ALL FOOTINGS AND WALLS WHERE THEY ABUT WITH SAME STEEL

AS VERTICAL.

7. PROVIDE PREFORMED EXPANSION JOINT WHERE SHOWN.

8. IN FOOTINGS PROVIDE CORNER BARS AT ALL EXTERIOR BUILDING CORNERS.

9. DO NOT BACK FILL BEHIND FOUNDATION WALLS UNTIL TOP AND BOTTOM

SLABS HAVE BEEN POURED AND ATTAINED THEIR DESIGN STRENGTHS.

10. BACK FILL BOTH SIDES OF FOUNDATION WALLS AT SAME TIME TO

PREVENT OVERTURNING.

11. BACK FILL BEHIND ALL RETAINING WALLS AND BASEMENT WALLS SHALL

BE AN APPROVED GRANULAR MATERIAL.

CONCRETE:

1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH AT 28 DAYS OF

F'c = 3000 PSI AND A MAXIMUM WATER-CEMENT RATIO OF 0.53.

ALL CONCRETE FOR EXTERIOR APPLICATIONS SHALL CONTAIN

ENTRAINED AIR. SEE SPECS FOR ADDITIONAL INFORMATION.

2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

4. UNLESS NOTED OTHERWISE PROTECTIVE COVERING OF REINFORCEMENT

SHALL BE AS FOLLOWS ( SEE DETAILS ) : FOOTINGS AND GRADE BEAMS

3" CLEAR BOTTOM AND SIDES, 1 1/2" CLEAR TOP. CONCRETE SLABS

3/4" CLEAR. WALLS 1 1/2" CLEAR SIDES. BEAMS 1 1/2" CLEAR TO

STIRRUPS. CONCRETE COLUMNS 1 1/2" CLEAR TO TIES.

5. LAP ALL CONCRETE WALL VERTICAL REINFORCING AND CONCRETE BEAM

HORIZONTAL REINFORCING WITH CLASS B LAP SPLICES. LAP ALL OTHER

CONTINUOUS BARS WITH CLASS A SPLICES UNLESS NOTED OTHERWISE.

6. PLACING PLANS AND DETAILS SHALL BE IN ACCORDANCE WITH THE

LATEST "A.C.I. DETAILING MANUAL".

7. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE GOVERNMENT'S

REVIEW.

8. DO NOT RUN CONDUITS, RACEWAYS, OR PIPES IN CONCRETE SLABS, BEAMS,

OR COLUMNS WITHOUT SPECIFIC APPROVAL FROM BLACKBURN DANIELS O'BARR.

MASONRY:

1. PROVIDE MASONRY HORIZONTAL JOINT REINFORCEMENT 16" O.C.

VERTICAL IN ALL CONCRETE BLOCK WALLS. REINFORCEMENT SHALL BE

FOR TOTAL WIDTH OF CAVITY WALLS.

2. WHERE CONCRETE OR STEEL BEAMS BEAR ON CONCRETE BLOCK WALLS, BLOCK

CELLS SHALL BE FILLED WITH CONCRETE 1'-4" WIDE TO FOUNDATION AND

REINFORCED WITH A #5 EACH CELL UNLESS NOTED OR DETAILED OTHERWISE.

3. CONCRETE OR GROUT FOR BLOCK FILL SHALL HAVE 3/8 INCH MAXIMUM

SIZE COARSE AGGREGATE AND SUFFICIENT WATER SO THE CONCRETE

WILL FLOW INTO THE BLOCK CELLS WITHOUT LEAVING VOIDS. HEIGHT

OF LIFT WHEN FILLING CELLS SHALL NOT EXCEED 4'-0".

4. CONCRETE OR GROUT FILL FOR C.M.U. SHALL HAVE A 28 DAY COMPRESSIVE

STRENGTH OF F'c = 3000 PSI. ON 16" AND DEEPER U-BLOCKS, FILL

CELLS FULL HEIGHT OF LINTEL AT SAME TIME.

5. ANCHOR ALL MASONRY WALLS TO STEEL COLUMNS WITH STRAP ANCHORS

AT 16" O.C. VERTICALLY UNLESS SHOWN OTHERWISE.

6. UNLESS INDICATED OTHERWISE PROVIDE KEYED RUBBER MASONRY

CONTROL JOINTS AT A MAXIMUM SPACING OF 25'-4". JOINT SHALL

BE DISCONTINUOUS AT BOND BEAM.

7. PROVIDE REINFORCING BAR SUPPORTS TO CENTER VERTICAL

REINFORCING IN MASONRY WALLS.

8. PROVIDE 48 DIAMETER LAP SPLICE IN VERTICAL MASONRY REINFORCING.

9. PROVIDE CORNER BARS IN U-BLOCK BOND BEAMS AT CORNERS, TYPICAL.

10. ALL CMU SHALL BE PLACED IN A RUNNING BOND PATTERN UNLESS NOTED

OTHERWISE.

11. VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS AND

LINTELS (CUT OUT OR NOTCH BOTTOM OF U-BLOCKS AS REQUIRED -- DO NOT

SUBSTITUTE BLOCK WITH KNOCK-OUT WEBS WHERE STANDARD U-BLOCK IS

INDICATED). FOR BOND BEAMS AT TOP OF WALL, EXTEND VERTICAL

REINFORCING TO 1" CLEAR TOP OF BOND BEAM.

12. ALL CMU DOWELS SHALL BE SAME SIZE AND SPACING AS THE

VERTICAL REINFORCEMENT.

STRUCTURAL STEEL:

1. ALL STRUCTURAL STEEL W AND WT SHAPES SHALL CONFORM TO ASTM

A992 (GRADE 50). OTHER SHAPES SHALL CONFORM TO ASTM, A36,

LATEST EDITION (EXCEPT STEEL JOISTS AND TUBE SECTIONS).

2. STRUCTURAL STEEL TUBE SECTIONS SHALL CONFORM TO ASTM A500,

GRADE B, Fy = 46.0 KSI.

3. HEADED STUDS SHALL BE TYPE B SHEAR CONNECTORS (Fu = 65 KSI).

4. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE GOVERNMENT'S

REVIEW.

5. THE CONTRACTOR SHALL VERIFY ALL SH0P DRAWINGS DIMENSIONS WITH

STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS.

6. BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS

CONFORMING TO ASTM A325. USE 3/4 INCH DIAMETER MINIMUM.

UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE TIGHTENED AS FULLY

PRETENSIONED BEARING CONNECTIONS.

STRUCTURAL STEEL CONTINUED:

7. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED

BY THE FABRICATOR. WHERE POSSIBLE USE DOUBLE ANGLE

CONNECTIONS. USE MAXIMUM NUMBER OF BOLTS FOR DEPTH

OF BEAM WITH SINGLE ROW OF BOLTS. WHERE DOUBLE ANGLE

CONNECTIONS ARE NOT POSSIBLE, FABRICATOR SHALL DESIGN

CONNECTION FOR CAPACITY EQUIVALENT TO DBL-ANGLE CONNECTION

WITH MAX NO. BOLTS UNLESS DETAILED OTHERWISE.

8. FOR DBL-ANGLE CONNECTIONS, MIN ANGLE THICKNESS SHALL BE 5/16"

FOR 3/4 INCH DIAMETER BOLTS AND 3/8" FOR 7/8 INCH DIAMETER BOLTS

AND LARGER.

9. UNLESS SHOWN OTHERWISE PROVIDE 1/2 X 7 1/2 X 7 1/2 BEARING

PLATES ON 1 INCH GROUT WITH 2-3/4" DIAMETER ANCHOR BOLTS

UNDER ALL STEEL BEAMS THAT BEAR ON MASONRY WALLS.

10. ANY MEMBER CALLED OUT TO BE BENT TO RADIUS SHALL BE FABRICATED OUT

OF PLATE WITH EQUIVALENT SECTION PROPERTIES IF BENDING TO RADIUS

IS IMPRACTCAL.

COLD-FORMED STEEL STUDS:

1. PROVIDE COLD FORMED STEEL STUDS WHERE INDICATED ON THE PLAN.

ALL SIZES AND GAGES SHOWN SHALL BE CONSIDERED MINIMUM.

2. LIGHT STEEL GALVANIZED (G-60) METAL STUDS, OF SIZES SHOWN

COMPLETE WITH ALL ACCESSORIES REQUIRED. 16 GA AND HEAVIER

MEMBERS SHALL MEET ASTM A-1003/A1003M, GRADE D WITH 50 KSI

YIELD.

3. PROVIDE SHOP DRAWINGS PREPARED BY COLD FORMED METAL FRAMING

MANUFACTURER. SUBMIT FOR APPROVAL SHOWING PLANS, SECTIONS,

ELEVATIONS, LAYOUTS, PROFILES, PRODUCT COMPONENTS, AND INDICATING

SPACING OF MEMBERS, PROPOSED METHODS OF FRAMING LINTELS,

DOORWAY FRAMING, ETC. SHOW CONNECTION DETAILS WITH SCREW TYPE

AND LOCATIONS AND ALL OTHER FASTENER REQUIREMENTS. INCLUDE

CATALOG DATA ON ALL PRODUCT MATERIAL.

4. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CAL-

CULATIONS INCLUDING ALL CONNNECTIONS. DESIGNS SHALL BE SIGNED

BY A REGISTERED PROFESSIONAL ENGINEER, REGISTERED IN THE

STATE OF ALABAMA.

BUILDING CANOPIES:

1. THE COMPLETE DESIGN OF THE CANOPIES INCLUDING ALL

COMPONENTS SHOWN OR NOT SHOWN ON THE DRAWINGS SHALL BE

ACCOMPLISHED BY THE CANOPY MANUFACTURER.

2. THE DESIGN SHALL BE MADE BY A REGISTERED ENGINEER, REGISTERED

IN THE STATE OF ALABAMA AND HE SHALL AFFIX HIS REGISTRATION

NUMBER TO ALL SHOP DRAWINGS AND CALCULATIONS.

CODES:

ALL PARTS SHALL BE FURNISHED AND ERECTED ACCORDING TO THE

APPLICABLE CODES AND SPECIFICATIONS OF THE FOLLOWING:

AMERICAN CONCRETE INSTITUTE (ACI)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AMERICAN WELDING SOCIETY (AWS)

OSHA STEEL ERECTION STANDARD (OSHA)

INTERNATIONAL BUILDING CODE (IBC 2015) (ICC)

DESIGN LIVE LOADS:

ROOF.......20 PSF.

OFFICES

RISK CATEGORY (PER IBC 2015/ASCE 7-10)..........III

WIND.......INTERNATIONAL BUILDING CODE (PER ASCE 7-10)

ULTIMATE DESIGN WIND SPEED (Vult).........120 MPH NOMINAL DESIGN WIND SPEED (Vasd)..........93 MPH

WIND EXPOSURE.............................C

INTERNAL PRESSURE COEFFICIENTS............+/-0.18

COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES:

NOTE: MULTIPLY ALL VALUES SHOWN BELOW BY 0.6 TO GET ALLOWABLE DESIGN PRESSURES.

ROOF:TRIBUTARY AREA A = 10 SF

ZONE 1: -49.7PSF/31.3PSF

ZONE 2: -86.5PSF/31.3PSF

ZONE 3: -128.0PSF/31.3PSF

WALL:TRIBUTARY AREA A = 10 SF

ZONE 4: -58.9PSF/54.3PSF

ZONE 5: -72.7PSF/54.3PSF

CORNER ZONE = 7.5 FT

SEISMIC....INTERNATIONAL BUILDING CODE (PER ASCE 7-10)

SEISMIC IMPORTANCE FACTOR.................Ie=1.25 MAPPED SPECTRAL ACCELERATION (SHORT-TERM).Ss=0.256

MAPPED SPECTRAL ACCELERATION (1-SECOND)...S1=0.105

SITE CLASS................................D

SHORT-PERIOD SPECTRAL RESPONSE ACCEL......Sds=0.281g 1-SECOND SPECTRAL RESPONSE ACCEL..........Sd1=0.167g

SEISMIC DESIGN CATEGORY...................C

SEISMIC FORCE-RESISTING SYSTEM............CMU SHEAR WALLS

DESIGN BASE SHEAR (ULTIMATE)..............3k SEISMIC RESPONSE COEFFICIENT..............Cs=0.064

RESPONSE MODIFICATION FACTOR..............R=2

ANALYSIS PROCEDURE........................ASCE 7 (SECT 12.8)

SNOW.......INTERNATIONAL BUILDING CODE

GROUND SNOW LOAD..........................Pg=5 PSF

SPECIAL INSPECTIONS

1. ALL SPECIAL INSPECTIONS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL BE

PERFORMED BY A DESIGNATED TESTING EGENCY OR AGENCIES RESPONSIBLE

FOR SPECIAL INSPECTIONS.

GENERAL NOTES

36' - 0"

1' - 4" 1' - 4"

E .J

C.J.

C .J

S1.1

S1.1 2

S1.1

S1.1

8" F.S.

16" F.S. 24" F.S.

T.O.F. EL.= +612'-1"

T.O.F. EL.= +610'-1"

T.O.F. EL.= +610'-1"

T.O.F. EL.= +612'-1"

NEW RETAINING

WALL. SEE CIVIL

DRAWINGS

T.O.F. EL.= +610'-9"

C .J

C .J

36' - 0"

1' - 4" 1' - 4"

E .J

S0.1

S0.1

S1.1

S0.1

8"x1 5/8"x12GA. "C" JOISTS @ 16"O.C., MAX.

W x1

8" 8"

2' - 0"

1' - 4"

SEE PLAN

FOR EL.

FILL ALL CELLS W/ CONC.

BELOW FIN. FLOOR

FIN. FLOOR

(2)#5 CONT. TOP &

BOT. W/ #4 @ 24"O.C.

6x6-W1.4xW1.4 W.W.F.

+0'-0"

#4 @ EA. JAMB & @ 48"O.C.,

CENTERED. FILL CELLS

SOLID W/ CONC. FULL HT.

OF WALL ONLY @ #4.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

FIN. GRADE. SEE

CIVIL DWGS.

PROVIDE 3/8" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

CONT. HEADER BLOCK

S P

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IA

4"4"

SEE ARCH. DWGS.

FOR FINISH

#4 @ 24"O.C. BELOW

FIN. FLOOR SLAB

FIN. FLOOR

6x6-W1.4xW1.4 W.W.F.

+0'-0"

SLOPE

3/8" PEJ. W/ SEALANT

JAMB BEYOND

L2x2x1/4 CONT. W/ 3/8"Ø HEADED

STUD ANCHORS @ 24"O.C.

COORDINATE W/

ROLL-UP DOOR MFR.

2' - 0"

5" 1' - 2" 5"

SEE PLAN

FOR EL.

FILL ALL CELLS W/ CONC.

BELOW FIN. FLOOR

(2)#5 CONT. TOP &

BOT. W/ #4 @ 24"O.C.

S P

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IA

1" E.J. 6"

1' - 4"

4" MIN. 1' - 0"

FIN. FLOOR

+0'-0"

F

IE

L D

V E

R

IF

Y

C O

N T

R A

C T

O R

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

EXIST.

WALL &

FTG. TO

REMAIN

FILL ALL CELLS

W/ CONC. BELOW

FIN. FLOOR

(2)#5 CONT.

W/ #3 TIES @

16"O.C.

(2)#5 CONT. T.&B. W/

#3 TIES @ 16"O.C.

#4 @ 24"O.C. EPOXY

GROUT INTO EXIST.

FOOTING

#4 @ 48"O.C., CENTERED. FILL

CELLS SOLID W/ CONC. FULL

HT. OF WALL ONLY @ #4.

3/8" PEJ W/ SEALANT

6x6-W1.4xW1.4 W.W.F.

1 1/2" STEEL DECK

(+9'-4")

TOP OF

BLK.

5"x5"x12GA. BENT

PLATE CONT.

8"x1 5/8"x12GA. 'C'-OUTLOOKERS

@ 16"O.C., MAX.

8"x1 5/8"x12GA. 'C'-JOISTS

@ 16"O.C., MAX.

SEE ARCH. DWGS.

FOR FINISH

JAMB BEYOND

12GA. CLIP EA.

OUTLOOKER

W8

4"

Sheet Number

Sheet Title

Project Title

M o n tg o m er y

D o th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

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02-06-23

S1.1

FRAMING PLANS -

SECTIONS &

DETAILS

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21047 / BRKR 202911

February 2023

R. Casey

JWD

1/4" = 1'-0"

FOUNDATION PLAN

1/4" = 1'-0"

ROOF FRAMING PLAN

3/4" = 1'-0"S1.1

1 SECTION

3/4" = 1'-0"S1.1

2 SECTION

4" THICK CONCRETE SLAB W/ 6x6-W1.4x

W1.4 W.W.F. OVER VAPOR BARRIER

OVER 4" POROUS FILL.

FINISH FLOOR EL.+615'-5" (+0'-0")

FLOOR CONSTRUCTION

1 1/2" DEEP, 22 GAGE, WIDE RIB

STEEL DECK W/ THE FOLLOWING

MINIMUM SECTION PROPERTIES PER

FOOT OF WIDTH:

S=0.19 IN.3 I+=0.16 IN.4 I-=0.18 IN.4

ROOF CONSTRUCTION

3/4" = 1'-0"S1.1

3 SECTION

3/4" = 1'-0"S1.1

4 SECTION

Sheet Number

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Project Title

Job Number

Date

Drawn By

Checked By

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21047 / BRKR…