GASNT COMBINED 11b.pdf

PDF 3 MB Posted Jul 16, 2020

Attached to: Global ASNT Addition Federal contract opportunity
Solicitation number: W50S6M-20-B-0002
Issued by: Department of the Army Alabama Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details regarding a forthcoming federal solicitation for construction services. The U.S. Property and Fiscal Office for Alabama intends to issue an invitation for bid to award a single firm fixed-price contract for construction of a 250 square foot addition to Building 149 at Sumpter Smith Joint National Guard Base in Birmingham, Alabama. The project scope includes construction of the addition along with HVAC system installation, electrical service upgrades, firewater piping, repair of an existing 228 square foot parachute tower roof, and construction of a small antenna platform. The contract period is 60 days after notice to proceed with a magnitude between $250,000 to $500,000. The North American Industry Classification System code is 236220 and the solicitation will be set aside 100% for small businesses with a size standard of $39.5 million. Interested parties must attend a pre-bid conference on July 28, 2020 and site visit. Bids are due by August 18, 2020. The solicitation and plans will be available through the General Services Administration's beta.sam.gov website.

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Other files for this federal contract opportunity

Other files attached to Global ASNT Addition, newest first.
File	Type	Posted
OF 1419 Global ASNT.pdf	PDF	Aug 20, 2020
OF 1419 Fire pg 1.pdf	PDF	Aug 20, 2020
W50S6M-20-B-0002-0002 SF30 Amendment 2.pdf	PDF	Jul 28, 2020
W50S6M-20-B-0002 0001.pdf	PDF	Jul 16, 2020
SF-30 Amendment 1.pdf	PDF	Jul 16, 2020
W50S6M-20-B-0002.pdf	PDF	Jul 16, 2020
Statement of Work.pdf	PDF	Jul 16, 2020

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SUMPTER SMITH JOINT NATIONAL

GUARD BASE

BIRMINGHAM, ALABAMA

GASNT INSTALLATION at BUILDING 149

95% SUBMITTAL

8 JULY 2020

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AFE TRAINING ROOM

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DATA FLT. MANGMT.

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CORR.

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XP / PLANS

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MAIN BRIEFING ROOM

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PROJ. ROOM/ STORAGE

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READY ROOM

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CORR.

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STAGE

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TELE. EQUIP

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OFFICE STAN/EVAL

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STAN/EVAL

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TESTING STAN/EVAL

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MEN'S LOCKERS

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WOMEN'S LOCKERS

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WOMEN'S

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MECHANICAL ROOM

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COMSEC. ADM.

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C2IPS SYS/ADMIN.

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CCC

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MECH

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SORTS

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EQUIP.

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BATTLESTAFF

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STORAGE

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KITCHEN

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TOILET

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CONFERENCE ROOM

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HELMET MASK STOR.

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CORR.

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AFE EQUIP. & A/C CWDE STOR. & INSPECTION

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CHIEF BOOM

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TOILET

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AFE LAUNDRY

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MECH.

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OXYGEN EQUIP.

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FIRE RISER ROOM

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CORR.

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KITCHEN

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MEN'S SHOWERS

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VENDING AREA

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STORAGE

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RAMP

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CYBER CAFE

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CORR.

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EXISTING 'RPF1'

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EXISTING 'LPA'

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EXISTING 'RPE'

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EXISTING 'LPB'

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EXISTING 'PPB'

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EXISTING 'MPA'

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EXISTING 'PPC'

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EXISTING 'PPA'

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VAV-27

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VAV-26

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EXISTING 'RPF'

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AHU-1

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AHU-2

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EXISTING 'RPCX'

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RPA-23

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RPA-24

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RPA-26

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COMMAND CONTROL CENTER

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HP-1

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HP-2

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ACC-1

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XFMR

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PARACHUTE TOWER

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EAST LAKE BLVD

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SCALE IN MILES

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GADSDEN

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BIRMINGHAM

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HUNTSVILLE

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TUSCALOOSA

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MONTGOMERY

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MOBILE

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ALABAMA STATE MAP

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SCALE IN MILES

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IRONDALE

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TARRANT

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MOUNTAIN

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HOMEWOOD

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VESTAVIA

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CITY

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BIRMINGHAM

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INTERNATIONAL

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AIRPORT

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BROOK

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HILLS

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VICINITY MAP

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PROJECT

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VICINITY

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VICINITY

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PROJECT

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NORTH

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NORTH

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CNTRL

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BOX

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CONC

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CONCRETE

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CONCRETE

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METAL

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SIGN

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CONCRETE

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ASPHALT

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ASPHALT

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CONCRETE

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ASPHALT

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RAMP

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CONC

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CONC

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CONC

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%%UBUILDING 750

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MAIN GATE

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SERVICE STATION

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CONTE LOOP ROAD

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BACHUS DRIVE

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AIR NATIONAL GUARD BLVD.

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OLD EASTLAKE BLVD.

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CBP

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CBP

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CBP

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CBP

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COMM.MH.40 TOP=643.23 TOP OF CONDUIT NW TO SE=637.93 BOTTOM MH. ELEV.=631.88

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ASPHALT

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RIP-RAP

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GAZEBO

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONC. WALK

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CONC. WALK

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CONC. WALK

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ASPHALT

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CONCRETE

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CONCRETE

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WOOD GAZEBO

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METAL SIGNS

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CONC. WALK

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CONCRETE

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CONC. WALK

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GAZEBO

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GRAVEL

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GRAVEL

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CONC

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CONC

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CONC

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"B" STREET

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"B" STREET

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BLAST FENCE

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BLAST FENCE

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FUEL

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FUEL

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COM

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EASTLAKE BLVD.

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EXISTING CONDITIONS

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BEM

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SMV

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AutoCAD SHX Text SHEET INDEX: 1 - A1.0 EXISTING CONDITIONS 2 - A2.1 PLANS & SECTIONS 3 - A2.2 ROOF PLAN & SECTION DETAIL AT TOWER 4 - A5.1 SECTION DETAILS 5 - A5.2 SECTION DETAILS 6 - S0.1 SECTIONS AND DETAILS 7 - S1.1 FOUNDATION AND PLATFORM FRAMING PLAN 8 - S1.3 FOUNDATION AND PLATFORM FRAMING PLAN 9 - S2.1 SECTIONS AND DETAILS 10 - ED1.0 ELECTRICAL DEMOLITION PLAN 11 - E1.0 ELECTRICAL NEW CONSTRUCTION 12 - E2.0 LIGHTING NEW CONSTRUCTION 13 - E3.0 ELECTRICAL NEW CONSTRUCTION TOWER ROOF 14 - E4.0 ELECTRICAL NEW CONSTRUCTION DETAILS 15 - FP1.0 FIRE PROTECTION NOTES & DETAILS 16 - FP2.0 FIRE PROTECTION FLOOR PLAN 17 - MD1.0 MECHANICAL DEMOLITION PLAN 18 - M1.0 MECHANICAL NEW CONSTRUCTION

FILE NAME

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PLAN AND SECTIONS

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

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FLOOR PLAN

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NEW WALL TO BE INSTALLED

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LEGEND:

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EXISTING WALL TO BE REMAIN

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NEW DOOR

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XXX

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DOOR TAG

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XXX

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ROOM

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ROOM NAME & NUMBER

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EXISTING DOOR TO BE REMAIN

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SPECIFIC NOTES

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

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SECTION

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SCALE: 1" = 1'-0"

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WALL SECTION

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SLOPE

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METAL ROOF

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GUTTER

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DOWNSPOUT

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P.T. WOOD BLOCKING AS WOOD BLOCKING AS REQUIRED

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BRICK VENEER

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AIR SPACE

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XPS R7.6 RIGID INSULATION

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AIR BARRIER EQUAL TO GRACE PERMA BARRIER

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CMU

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ROOF UNDERLAYMENT

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4-1/2" ISO BOARD R-25

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1-1/2" METAL DECK

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BAR JOIST/ SEE STRUCTURAL

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4" CONCRETE SLAB

AutoCAD SHX Text 1). COORDINATE OWNER'S 1971 SITE PLAN SHOWING SANITARY LINES THAT EXIST ON THE NORTH AND WEST SIDE OF THE EXISTING BUILDINGS WITH ALL NEW CONSTRUCTION AND UTILITIES. EXTEND CLEAN OUTS TO SLAB AS REQUIRED. 2). RELOCATE MECHANICAL UNITS AND ASSOCIATE ELECTRICAL AND PADS AS DIRECTED BY OWNER.

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CONCRETE FOOTING (SEE STRUCTURE)

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15 MILL VAPOR BARRIER

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4" POROUS FILL

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AutoCAD SHX Text GALV. HORIZONTAL REIN. WITH ADJUSTABLE BRICK ANCHORS AT 16" O.C. HORIZONTALLY AND 16" O.C. VERTICALLY .1875 INCH SIDES EQUAL TO H&B 170 TRUSS/ 270 LADDER WITH 2X HOOKS

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CAST IRON BOOT

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AutoCAD SHX Text EXISTING RAISED FLOOR TO BE DEMOLISHED. SEE DETAIL 1/A5.2 FOR DEMOLITION DETAILS AND 2/A5.2 FOR NEW FLOOR DETAIL.

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SPECIFIC NOTES:

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EXISTING WALL TO BE DEMOLISHED. PATCH AS REQUIRED

AutoCAD SHX Text C.J.

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CONTROL JOINT

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FOAM INSULATION

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SPECIFICATION

AutoCAD SHX Text ROOF: MECHANICALLY FIELD SEAMED, 24GA. 2" HIGH. SEAMS AT 16" O.C. P.V.D.F. FINISH TO MATCH EXISTING MECHANICALLY FIELD SEAMED, 24GA. 2" HIGH. SEAMS AT 16" O.C. P.V.D.F. FINISH TO MATCH EXISTING BUILDING ROOF COLOR, CONCEALED FASTENERS FOR EXPANSION AND CONTRACTION, COMPLY WITH LOCAL WIND AND UPLIFT REQUIREMENTS. ROOF UNDERLAYMENT: EQUAL TO GRACE HIGH TEMPERATURE ULTRA. EQUAL TO GRACE HIGH TEMPERATURE ULTRA. BRICK VENEER: MATCH EXISTING PER OWNERS APPROVAL MATCH EXISTING PER OWNERS APPROVAL CONCRETE: 3000 PSI MINIMUM 3000 PSI MINIMUM VAPOR BARRIER: BELOW SLAB-ABOVE GRADE ICE AND WATER SHIELD PREMIUM. 15 MIL WITH TAPE AT JOINTS. BELOW SLAB-ABOVE GRADE ICE AND WATER SHIELD PREMIUM. 15 MIL WITH TAPE AT JOINTS. GUTTERS AND DOWNSPOUTS: 24 GA. GALVANIZED STEEL P.V.D.F. FINISH SIZE PER LOCAL RAIN REQUIREMENTS. 24 GA. GALVANIZED STEEL P.V.D.F. FINISH SIZE PER LOCAL RAIN REQUIREMENTS. DOWNSPOUT CAST IRON BOOTS: COORDINATE WITH DOWN SPOUTS AND DRAIN TO CURB. PROVIDE CLEAN OUT. COORDINATE WITH DOWN SPOUTS AND DRAIN TO CURB. PROVIDE CLEAN OUT. SHEET METAL: 24 GA. GALVANIZED STEEL WITH P.V.D.F. FINISH PER SMACNA : 24 GA. GALVANIZED STEEL WITH P.V.D.F. FINISH PER SMACNA SPRAY FOAM INSULATION: CLOSE CELL AT ALL WALL TO ROOF GAPS BETWEEN METAL DECK. PROVIDE CLOSE CELL AT ALL WALL TO ROOF GAPS BETWEEN METAL DECK. PROVIDE INTUMESCENT COATING PER ALL APPLICABLE CODES. WALL INSULATION: PROVIDE EXTRUDED POLYSTYRENE BOARD R-7.6 PROVIDE EXTRUDED POLYSTYRENE BOARD R-7.6 PAINT: REPAIR/PATCH ANY HOLES OR IMPERFECTIONS IN EXISTING SURFACES TO BE PAINTED. PAINT CAST IRON REPAIR/PATCH ANY HOLES OR IMPERFECTIONS IN EXISTING SURFACES TO BE PAINTED. PAINT CAST IRON DOWNSPOUT BOOTS. PROVIDE 3 COAT SYSTEM FOR ALL PAINTED ITEMS. ALKYD ON EXTERIOR METALS WITH MANUFACTURE'S RECOMMENDED PRIMER POROUS FILL: #57 STONE (NOT SAND) FLEXIBLE FLASHING: PERMA BARRIER TEXTRO FLASH PERMA BARRIER TEXTRO FLASH AIR BARRIER: EQUAL TO PERMA-BARRIER VP. EQUAL TO PERMA-BARRIER VP. FLOOR CLEAN SEALER: ARMOR SEAL CLEAR 2 COATS ARMOR SEAL CLEAR 2 COATS WALLS: PAINT CMU COLORS PROVIDED BY OWNER PAINT CMU COLORS PROVIDED BY OWNER CEILING/ STRUCTURE: DRY FALL PAINT INDUSTRIAL 2 COATS DRY FALL PAINT INDUSTRIAL 2 COATS INTERIOR METAL: (2) COATS PRO INDUSTRIAL COLORS PROVIDED BY OWNER (2) COATS PRO INDUSTRIAL COLORS PROVIDED BY OWNER

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AutoCAD SHX Text REMOVE EXISTING DOWNSPOUT, CAST IRON BOOT AND 4" PVC STORM TO CURB-PATCH GUTTER. PROVIDE TWO NEW DOWNSPOUTS, CAST IRON BOOTS, NEW 4" SCH. 40 PVC AND STORM DRAIN TO CURB IN LOCATIONS SHOWN ON PLAN, REUSE MATERIAL AS FEASIBLE.

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NOTE:

AutoCAD SHX Text H.M. DOOR GALVANIZED 16 GA, H.M. FRAME DOOR GALVANIZED 16 GA, H.M. FRAME GALVANIZED 14 GA DOOR 1 "X3'-6"X7'-0".34"X3'-6"X7'-0".

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DOOR SCHDULE:

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AutoCAD SHX Text H.M. DOOR 18 GA, H.M. FRAME 16 GA DOOR DOOR 18 GA, H.M. FRAME 16 GA DOOR 1 "X3'-O" X 7'-0".34"X3'-O" X 7'-0".

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AutoCAD SHX Text REMOVE WINDOW, AND LOUVER. PROVIDE NEW BRICK AND CMU WALL TO MATCH EXISTING. COAT CMU WALL WITH AIR BARRIER (CAVITY SIDE). PROVIDE FLASHING SIMILAR TO 3/A2.1

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DOOR HARDWARE SCHDULE:

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AutoCAD SHX Text 3 HINGE TA2714 5" x 5" US26D MK HINGE TA2714 5" x 5" US26D MK HINGE TA2714 5" x 5" US26D MK TA2714 5" x 5" US26D MK TA2714 5" x 5" US26D MK TA2714 5" x 5" US26D MK TA2714 5" x 5" US26D MK TA2714 5" x 5" US26D MK TA2714 5" x 5" US26D MK TA2714 5" x 5" US26D MK TA2714 5" x 5" US26D MK US26D MK US26D MK MK MK MK MK 1 EXIT DEVICE (STOREROOM) ED5200 N957 626 RU EXIT DEVICE (STOREROOM) ED5200 N957 626 RU EXIT DEVICE (STOREROOM) ED5200 N957 626 RU ED5200 N957 626 RU ED5200 N957 626 RU ED5200 N957 626 RU ED5200 N957 626 RU 626 RU 626 RU 626 RU 626 RU RU RU 1 DOOR STOP 442 OR 409 AS REQUIRED US26D RO DOOR STOP 442 OR 409 AS REQUIRED US26D RO DOOR STOP 442 OR 409 AS REQUIRED US26D RO 442 OR 409 AS REQUIRED US26D RO 442 OR 409 AS REQUIRED US26D RO 442 OR 409 AS REQUIRED US26D RO 442 OR 409 AS REQUIRED US26D RO 442 OR 409 AS REQUIRED US26D RO 442 OR 409 AS REQUIRED US26D RO US26D RO US26D RO RO RO 1 THRESHOLD 2005AV PE THRESHOLD 2005AV PE THRESHOLD 2005AV PE 2005AV PE 2005AV PE 2005AV PE 2005AV PE 2005AV PE 2005AV PE PE PE PE PE PE PE PE PE 1 RAIN GUARD 346C PE RAIN GUARD 346C PE RAIN GUARD 346C PE 346C PE 346C PE 346C PE 346C PE 346C PE 346C PE PE PE PE PE PE PE PE PE 1 GASKETING 303CS HEAD & JAMBS PE GASKETING 303CS HEAD & JAMBS PE 303CS HEAD & JAMBS PE 303CS HEAD & JAMBS PE 303CS HEAD & JAMBS PE 303CS HEAD & JAMBS PE 303CS HEAD & JAMBS PE 303CS HEAD & JAMBS PE PE PE PE PE 1 SWEEP 315CN PE SWEEP 315CN PE SWEEP 315CN PE 315CN PE 315CN PE 315CN PE 315CN PE 315CN PE 315CN PE 315CN PE 315CN PE PE PE PE PE PE PE PE PE 3 HINGE TA2714 4-1/2" x 4-1/2" US26D MK HINGE TA2714 4-1/2" x 4-1/2" US26D MK HINGE TA2714 4-1/2" x 4-1/2" US26D MK TA2714 4-1/2" x 4-1/2" US26D MK TA2714 4-1/2" x 4-1/2" US26D MK TA2714 4-1/2" x 4-1/2" US26D MK TA2714 4-1/2" x 4-1/2" US26D MK TA2714 4-1/2" x 4-1/2" US26D MK TA2714 4-1/2" x 4-1/2" US26D MK TA2714 4-1/2" x 4-1/2" US26D MK TA2714 4-1/2" x 4-1/2" US26D MK US26D MK US26D MK MK MK 1 MORTISE LOCK (STOREROOM) ML2057 NSA 626 RU MORTISE LOCK (STOREROOM) ML2057 NSA 626 RU ML2057 NSA 626 RU ML2057 NSA 626 RU 626 RU 626 RU 626 RU 626 RU RU RU 3 SILENCER 608 RO SILENCER 608 ROSILENCER 608 RO 608 RO 608 RO 608 RO 608 RO 608 RO 608 RO 608 RO608 RO RO RO RO RO RORO

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6" MIN.

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GASNT EQUIPMENT ROOM

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COLUMN

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1'-0"; (RAISED FLOOR SYSTEM)

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FROM FIN. FL. LEVEL

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5"; (RAISED FLOOR SYSTEM)

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FROM FIN. FL. LEVEL

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NEW DOWNSPOUTS

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AutoCAD SHX Text 29'-5"

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AutoCAD SHX Text NEW CONCRETE SIDEWALK TO POUR TO TIE TO EXISTING CONCRETE SIDEWALK. IT IS REQUIRED TO MEET ADA REQUIREMENT PER SLOPE.

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AutoCAD SHX Text REMOVE EXISTING BRICK FUR OUT AND PATCH AND MATCH EXISTING BRICK TO HAVE CLEAN FINISH.

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%%UGRAPHIC SCALE

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MATCH DOOR SILL

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NEW COLUMN/ SEE STRUCTURAL

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12'-6"; (EX. SOFFIT) F.V.

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FROM FIN. FL. LEVEL

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FIN. FL. LEVEL CONFIRM WITH OWNER

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COMPACT TO STANDARD DENSITY 95% ASTMD 698 UNDER ALL SLABS AND FOUNDATION

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AutoCAD SHX Text INSTALL NEW UTILITY CHASE UNDER THE SLAB. COORDINATE WITH OWNER FOR SIZE OF CHASE.

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EX. SIDEWALK

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EX. SIDEWALK

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INSTALL SLEEVES AS NECESSARY TO PROVIDE ALL REQUIRED CONNECTIONS TO HVAC UNITS.

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HAVE 3" MINIMUM CONCRETE COVERING

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POCKET "J" CABINET

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MEC

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PDSC

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INCR 2

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-9"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-6"

2'-0"

AutoCAD SHX Text A2.2

AutoCAD SHX Text

ROOF PLAN AND SECTION DETAIL AT TOWER

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NEW RAISED PLATFORM/ SEE STRUCTURAL

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NEW RAISED PLATFORM/ SEE STRUCTURAL

AutoCAD SHX Text PROVIDE FLUID APPLIED ROOFING SYSTEM OVER " 12" THICK COVER BOARD OVER EXISTING ROOF-SEE DETAIL

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AutoCAD SHX Text A2.2

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SCALE: 3" = 1'-0"

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SECTION DETAIL

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EXISTING STEEL BEAM

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EXISTING PRE-FINISH INSULATION ALUMINUM PANEL

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EXISTING METAL DECK

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EXISTING INSULATION

AutoCAD SHX Text NEW " COVER BOARD AS 12" COVER BOARD AS RECOMMENDED BY ROOF COATING MANUFACTURER FASTEN PER CODE AND WIND UPLIFT REQUIREMENTS

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NEW CONTINUOUS CLEAT

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6"

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NEW 12" WIDE FOUNDATION COAT, FABRIC, AND FOUNDATION COAT COMPONETS

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NEW 6" WIDE FOUNDATION COAT, FABRIC, AND FOUNDATION COAT COMPONETS

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NEW FOUNDATION COAT, FABRIC, AND FOUNDATION COAT COMPONENTS FROM FIELD OF ROOF

AutoCAD SHX Text REMOVE EXISTING METAL FLASHING AND PROVIDE NEW 22GA. METAL EAVE FLASHING, P.V.D.F. FINISH AND CLEAT COMPLY WITH EF-1

AutoCAD SHX Text

REPLACE DETERIORATED BLOCKING WITH NEW PRESSURE TREAT WOOD TO MATCH EXISTING

AutoCAD SHX Text NOTE: 1).AT ALL ROOF PENETRATIONS PROVIDE WORK NECESSARY (LABOR AND MATERIAL) TO COMPLY WITH MANUFACTURER WARRANTY. 2).VERIFY ALL EXISTING CONDTIONS PRIOR TO BID 3).ADD NEW 6" BOX CUTTER ON NORTH AND EAST SIDES OF TOWER. HAVE CONTINUOUS CLEAT FLASHING TERMINATE INTO GUTTER. ADD NEW DOWNSPOUTS WITH STRAPPING EVERY 10'. TERMINATE AT EAST DOWNSPOUT ONTO EXISTING ROOF SIMILAR TO EXISTING. TERMINATE NORTH DOWNSPOUT AT GROUND LEVEL WITH EXTENDED 5' CONCRETE SPLASH BLOCK.

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

E.Q. MAX 24"MAX 24"

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STRUCTURE FLANGE/ SEE STRUCTURE

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BEAM-SEE STRUCTURAL

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GUARDRAIL

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SINGLE WRAP-OVER-EDGE MOUNT SAFETY SYSTEMS

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STRUCTURE COLUMN/ SEE STRUCTURE

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SINGLE WRAP-OVER-EDGE MOUNT EQUAL TO CAI SAFETY SYSTEMS

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2" GUARDRAIL PER MANUFACTURER RECOMMENDATION

AutoCAD SHX Text

E.Q. MAX 24"MAX 24"

AutoCAD SHX Text

STEEL GRATING/ SEE STRUCTURE

AutoCAD SHX Text 3a

AutoCAD SHX Text A2.2

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SCALE: 3" = 1'-0"

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text 2"

AutoCAD SHX Text 10" F.V.

AutoCAD SHX Text

BENT PLATE

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WELD BENT PLATE

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

E.Q. MAX 24"MAX 24"

AutoCAD SHX Text

E.Q. MAX 24"MAX 24"

AutoCAD SHX Text 10" F.V.

AutoCAD SHX Text

AutoCAD SHX Text A2.2

AutoCAD SHX Text

SCALE: 3" = 1'-0"

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text

AutoCAD SHX Text A2.2

AutoCAD SHX Text 3b

AutoCAD SHX Text A2.2

AutoCAD SHX Text

SCALE: 3" = 1'-0"

AutoCAD SHX Text

SECTION DETAIL

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

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ROOF PLAN

AutoCAD SHX Text A2.2

AutoCAD SHX Text

AutoCAD SHX Text A2.2

AutoCAD SHX Text

LEGEND:

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EXISTING WALL TO BE REMAIN

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AX.X

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DETAIL TAG

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 4'-6"

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AS REQUIRED PER MANUFACTURER

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AS REQUIRED PER MANUFACTURER

AutoCAD SHX Text PRE-MANUFACTURER FREE STANDING ALUMINUM STAIR TOWER NON-BITUMEN BASED MULTI-STORY STAIR TOWER

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STAIR TOWER NOTES:

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1. STAIR TREADS ARE 48" WIDE, CLEARANCE BETWEEN HANDRAILS IS 49". STAIR TREADS ARE 48" WIDE, CLEARANCE BETWEEN HANDRAILS IS 49". 2. ALL STAIR TREADS ARE 10" DEEP AND 7-7/8" HIGH. ALL STAIR TREADS ARE 10" DEEP AND 7-7/8" HIGH. 3. ALL HANDRAILS ARE 36" HIGH AND ARE 1-5/8" OD ROUND TUBE. ALL HANDRAILS ARE 36" HIGH AND ARE 1-5/8" OD ROUND TUBE. 4. ALL GUARDRAILS ARE 42" HIGH AND ARE 1-3/4" SQUARE TUBE. ALL GUARDRAILS ARE 42" HIGH AND ARE 1-3/4" SQUARE TUBE. 5. ALL PLATFORM GUARDRAILS HAVE A 4" HIGH TOE KICK PLATE TO PREVENT FEET FROM SLIPPING OFF ALL PLATFORM GUARDRAILS HAVE A 4" HIGH TOE KICK PLATE TO PREVENT FEET FROM SLIPPING OFF THE EDGE OF THE PLATFORMS 6. STAIR TREADS AND PLATFORM WALKING SURFACES ARE CONSTRUCTED OF OPEN GRIP SAFETY GRATING. STAIR TREADS AND PLATFORM WALKING SURFACES ARE CONSTRUCTED OF OPEN GRIP SAFETY GRATING. 7. ALL ALUMINUM CONSTRUCTION WITH STAINLESS STEEL FASTENERS. ALL ALUMINUM CONSTRUCTION WITH STAINLESS STEEL FASTENERS. 8. STAIR TOWER DEAD LOAD IS 8900 LBS. STAIR TOWER DEAD LOAD IS 8900 LBS. 9. RELOCATE SPEAKER TO NEW POLE FOUNDATION IN THIS LOCATIONS AT CORNER OF STRUCTURAL RELOCATE SPEAKER TO NEW POLE FOUNDATION IN THIS LOCATIONS AT CORNER OF STRUCTURAL MEMBERS

AutoCAD SHX Text A2.2

AutoCAD SHX Text 3b

AutoCAD SHX Text A2.2

AutoCAD SHX Text 3b

AutoCAD SHX Text A2.2

AutoCAD SHX Text 3a

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

GUARDRAIL-SEE DETAIL

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GATE-PROVIDE HINGES, LANE BOLT, AND HASP FOR PAD LOCK BY OWNER

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ANTENNA

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CRANE

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-6"

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ADD NEW SPEAKER SUPPORT. SEE DETAIL "C" SHEET S1.1 SEE NOTE #9.

AutoCAD SHX Text DEMO ABANDONED ROOF HATCH. PATCH METAL DECK & INSULATION TO PATCH EXISTING. COAT WITH NEW ROOF SYSTEM

REMOVABLE GRATING SECTIONS (3 TOTAL)

w w _j u..

BAR JOIST ---�

FOAM INSULATION------�

@ ��!AIL (SEE STRUCTURE)

CMU

I ___ \

4"CO NCRETE SL.AB

.,,---------------------- MET .AL ROOF

,,-------------------ROOF UNDERL.AYMENT

,-------------------4-1/2" 150 BO.ARD R-2S

� -- - - - - - -- 1-1/2" GALVANIZED METAL DECK

---------51-lEET MET .AL FL.ASl-llNG

----------STR.AF

,-----------GUTTER

F.T. WOOD BLOCKING .AS REQUIRED

IL-t+-----tt-� "-DOWNSPOUT GUTTER TR.ANSI Tl ON

--+---------- DOWNSPOUT

f-,:---,-,:---,--'i----+---+---------BRICK VENEER

�-'--,........::+----;;,1------t---------- .AIR SF.ACE

+*-..:...,........::�-------t------- R7h RIGID INSULATION / µ1---f,........::-..:...-..:...t------t-t-------AIR BARRIER EQUAL TO

FERM.A V.F B.ARRRIER

�-------- DOWNSPOUTS

i' '< '

'", ·· ... t:j=:=��t=---'tv _______ AIR BARRIER PERMA V.P.

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rr��7-=:::::::::i-----..._�TERMINATION BAR WITl-l SEALANT

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1�-s::;==t-f:i------t------- NON-CORROSIVE BOLT

4t-+--..:...,........::--F----t------ XFS R7h RIGID INSULATION

IS MIL. VAPOR -----,

BARRIER

I/ t?,·� •c;:= ·· :::::::=·='�• \-----,,_,---\ --�;::r•=;========i_=__,Ij' ts:

:1c,, ··�·•·---f---------- FLEXIBLE FLASl-llNG t----t I../ � ,- " , ' , CAST IRON BOOT I · � • : • ..• · . " :

MORT .AR NET

t----t i� � h_ __ � '-� ·-------------------J----------- WEEF

GROUT·-----------f--r-t_----,---t----L,_=-=,m--

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FLEXIBLE FL.ASl-llNG:---+--+-----+-t-t----,11

11-

@ ��! AIL (SEE STRUCTURE)

t----t ' t----t :

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1-----J '

1-----11 :

"" . ------------- ------- EX. SIDE WALKI'·. '·. r---------__ I ' I -------------5.5. Tl-lROUGl-l WALL F.ALSl-llNG

SET IN SEALANT

�- FVC FIFE(DAY

LIGl-lT IN CURB)

TO MATCH EXISTING

\�-----FAINT CAST IRON BOOT.

WITH BELOW GRADE QUALITY TWO

PART PAINTING SYSTEM

EXISTING SOFFIT/

-------------SEALANT DOW 7SS / MANUFACTURER FLASl-llNG DETAIL

-$--A�FROX. 12�'-�6�"�(F�.V�-�) _____

------------------------51-lEET MET.AL FLASl-llNG

----- ,,.--------------------- METAL ROOF

.,,-------------------ROOF UNDERLAYMENT

,-----------------4-1/2" 150 BOARD R-2S

,,------------------ 1-1/2" MET.AL DECK

�------------BAR JOIST

10" BE.AM LI+------\-��------------

MET .AL COLUMN

@ ��!AIL (SEE STRUCTURE)

MET .AL ROOF --------------.

ROOF UNDERLAYMENT--------.

F.T. WOOD BLOCKING

.AS REQUIRED

4-1/2" 150 BO.ARD R-2S

1-1/2" MET.AL DECK

51-lEET MET .AL FL.ASl-llNG

FOAM INSULATION

BACKER ROD AND SE.AL.ANT

BRICK vENEER /

.AIR SF.ACE

XFS R7h RIGID INSULATION

@ ��! AIL (SEE STRUCTURE)

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A5.1

AutoCAD SHX Text

FILE NAME

AutoCAD SHX Text

SECTION DETAILS

AutoCAD SHX Text A5.1

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DETAIL (SEE STRUCTURE)

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DETAIL (SEE STRUCTURE)

AutoCAD SHX Text

DETAIL (SEE STRUCTURE)

AutoCAD SHX Text

DETAIL (SEE STRUCTURE)

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METAL ROOF

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STRAP

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DOWNSPOUT

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P.T. WOOD BLOCKING AS REQUIREDWOOD BLOCKING AS REQUIRED

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BRICK VENEER

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AIR SPACE

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R7.6 RIGID INSULATION

AutoCAD SHX Text

ROOF UNDERLAYMENT

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4-1/2" ISO BOARD R-25

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1-1/2" GALVANIZED METAL DECK

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BAR JOIST

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SHEET METAL FLASHING

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AIR BARRIER EQUAL TO GRACE PERMA V.P. BARRRIER

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CMU

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4" CONCRETE SLAB

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15 MIL. VAPOR BARRIER

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4" POROUS FILL

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CMU

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XPS R7.6 RIGID INSULATION

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AIR BARRIER EQUAL TO GRACE PERMA V.P. BARRRIER

AutoCAD SHX Text

TERMINATION BAR WITH SEALANT

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FLEXIBLE FLASHING

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CAST IRON BOOT

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WEEP

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PVC PIPE(DAY LIGHT IN CURB)

AutoCAD SHX Text

EX. SIDE WALK

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METAL ROOF

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ROOF UNDERLAYMENT

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4-1/2" ISO BOARD R-25

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1-1/2" METAL DECK

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SHEET METAL FLASHING

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BAR JOIST

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10" BEAM

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METAL COLUMN

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SHEET METAL FLASHING

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SEALANT DOW 795 / MANUFACTURER FLASHING DETAIL

AutoCAD SHX Text 6";

AutoCAD SHX Text

EXISTING SOFFIT/ APPROX. 12'-6" (F.V.)

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METAL ROOF

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P.T. WOOD BLOCKING WOOD BLOCKING AS REQUIRED

AutoCAD SHX Text

ROOF UNDERLAYMENT

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4-1/2" ISO BOARD R-25

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1-1/2" METAL DECK

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SHEET METAL FLASHING

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BACKER ROD AND SEALANT

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BRICK VENEER

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AIR SPACE

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XPS R7.6 RIGID INSULATION

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

FOAM INSULATION

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DOWNSPOUT GUTTER TRANSITION

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NON-CORROSIVE BOLT

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DOWNSPOUTS

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FLEXIBLE FLASHING

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S.S. THROUGH WALL FALSHING THROUGH WALL FALSHING SET IN SEALANT

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MORTAR NET

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AIR BARRIER

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GROUT

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FOAM INSULATION

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GUTTER

PAINT CAST IRON BOOT. (1) COAT SW B502 KROMIK PRIMER COAT SW B502 KROMIK PRIMER (2) COATS SW B54WOO151 COATS SW B54WOO151 INDUSTRIAL ALKYD.

AutoCAD SHX Text

SECTION DETAILS

AutoCAD SHX Text A5.2

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DETAIL (DEMOLITION)

AutoCAD SHX Text A5.2

AutoCAD SHX Text

AutoCAD SHX Text 5"; F.V.

AutoCAD SHX Text 1'-0" ; F.V.

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DETAIL (NEW)

AutoCAD SHX Text A5.2

AutoCAD SHX Text

AutoCAD SHX Text 5"; F.V.

AutoCAD SHX Text REMOVE EXISTING BASE ON EXISTING WALL AND PATCH OR REPAIR WALL AS REQUIRED FOR CLEAN FINISH

AutoCAD SHX Text

EXISTING RAISED FLOOR SYSTEM TO DEMOLISH

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EXISTING RAISED STANDS TO KEEP FOR OWNER FUTURE PROJECT

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EXISTING WALL

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EXISTING FINISH FLOOR

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EXISTING WALL (PATCH AS REQUIRED)

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EXISTING BASE

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EXISTING RAISED FLOOR

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NEW BASE MATCH EXISTING

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PATCH WITH RAISED FLOOR SYSTEM MATCH EXISTING FLOOR PANEL

AutoCAD SHX Text T & G " PLYWOOD, PROVIDE FLOOR FINISH MATERIAL AS REQUIRED BY OWNER34" PLYWOOD, PROVIDE FLOOR FINISH MATERIAL AS REQUIRED BY OWNER

AutoCAD SHX Text

P.T 2X WOOD BLOCKING AS REQUIRED

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1'-0" RAISED FLOOR BEYOND

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P.T. 2X AT 16" O.C.

AutoCAD SHX Text P.T. 2X6

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SEAL OFF WOOD FLOORING WITH 24 GA. SHEET METAL

TRANSITION STRIP

%%UGENERAL NOTES

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%%UFOUNDATION:

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

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INSPECTED AND APPROVED BY THE SOILS TESTING LABORATORY PRIOR

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TO PLACING THE REINFORCING STEEL AND CONCRETE.

AutoCAD SHX Text

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

AutoCAD SHX Text

COMPACTED FILL CAPABLE OF SUSTAINING THE LOADS.

AutoCAD SHX Text

3. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF

AutoCAD SHX Text

P = 2000 PSF. THE TESTING AGENCY SHALL VERIFY THAT THE SOILS ARE

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CAPABLE OF SUSTAINING 2000 PSF PRIOR TO CONCRETE PLACEMENT.

AutoCAD SHX Text

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

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DEPTH. DIFFERENT OR UNUSUAL CONDITIONS SHALL BE REPORTED TO

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THE ARCHITECT AND/OR ENGINEER.

AutoCAD SHX Text

5. ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE

AutoCAD SHX Text

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

AutoCAD SHX Text

CONCRETE OR CLAY BRICK MAY BE USED.

AutoCAD SHX Text

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

AutoCAD SHX Text

AS VERTICAL.

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7. PROVIDE PREFORMED EXPANSION JOINT WHERE SHOWN.

AutoCAD SHX Text

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

AutoCAD SHX Text

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

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SLABS HAVE BEEN POURED AND ATTAINED THEIR DESIGN STRENGTHS.

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

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PREVENT OVERTURNING.

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

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BE AN APPROVED GRANULAR MATERIAL.

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%%UCONCRETE:

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

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

AutoCAD SHX Text

ALL CONCRETE FOR EXTERIOR APPLICATIONS SHALL CONTAIN

AutoCAD SHX Text

ENTRAINED AIR. SEE SPECS FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

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

AutoCAD SHX Text

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.

AutoCAD SHX Text

4. UNLESS NOTED OTHERWISE PROTECTIVE COVERING OF REINFORCEMENT

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

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

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

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

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5. LAP ALL CONCRETE WALL VERTICAL REINFORCING AND CONCRETE BEAM

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HORIZONTAL REINFORCING WITH CLASS B LAP SPLICES. LAP ALL OTHER

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CONTINUOUS BARS WITH CLASS A SPLICES UNLESS NOTED OTHERWISE.

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

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

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7. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT

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AND/OR ENGINEER'S REVIEW.

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

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OR COLUMNS WITHOUT SPECIFIC APPROVAL FROM ENGINEER.

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%%UMASONRY:

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

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VERTICAL IN ALL CONCRETE BLOCK WALLS. REINFORCEMENT SHALL BE

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FOR TOTAL WIDTH OF CAVITY WALLS.

AutoCAD SHX Text

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

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

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

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

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SIZE COARSE AGGREGATE AND SUFFICIENT WATER SO THE CONCRETE

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WILL FLOW INTO THE BLOCK CELLS WITHOUT LEAVING VOIDS. HEIGHT

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

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

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

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CELLS FULL HEIGHT OF LINTEL AT SAME TIME.

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

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

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6. UNLESS INDICATED OTHERWISE PROVIDE KEYED RUBBER MASONRY

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

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BE DISCONTINUOUS AT BOND BEAM.

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7. PROVIDE REINFORCING BAR SUPPORTS TO CENTER VERTICAL

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REINFORCING IN MASONRY WALLS.

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

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

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

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OTHERWISE.

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11. VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS AND

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

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

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

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REINFORCING TO 1" CLEAR TOP OF BOND BEAM.

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%%USTRUCTURAL STEEL:

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

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

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LATEST EDITION (EXCEPT STEEL JOISTS AND TUBE SECTIONS).

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

AutoCAD SHX Text GRADE B, Fy = 46.0 KSI.

AutoCAD SHX Text

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

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4. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT

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AND/OR ENGINEER'S REVIEW.

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5. THE CONTRACTOR SHALL VERIFY ALL SH0P DRAWINGS DIMENSIONS WITH

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STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS.

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6. BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS

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

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UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE TIGHTENED AS FULLY

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PRETENSIONED BEARING CONNECTIONS.

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7. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED

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BY THE FABRICATOR. WHERE POSSIBLE USE DOUBLE ANGLE

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CONNECTIONS. USE MAXIMUM NUMBER OF BOLTS FOR DEPTH

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OF BEAM WITH SINGLE ROW OF BOLTS. WHERE DOUBLE ANGLE

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CONNECTIONS ARE NOT POSSIBLE, FABRICATOR SHALL DESIGN

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CONNECTION FOR CAPACITY EQUIVALENT TO DBL-ANGLE CONNECTION

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WITH MAX NO. BOLTS UNLESS DETAILED OTHERWISE.

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

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

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AND LARGER.

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

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

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UNDER ALL STEEL BEAMS THAT BEAR ON MASONRY WALLS.

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10. OPEN WEB STEEL JOIST SHALL CONFORM TO THE SPECIFICATIONS OF

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THE AISC AND SJI AND TO THE LATEST OSHA STEEL ERECTION STANDARD.

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11. UNLESS SHOWN OTHERWISE PROVIDE BRIDGING, BEARING SEATS, AND

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STABILIZER PLATES IN ACCORDANCE WITH ABOVE SPECIFICATIONS AND

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STANDARD.

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12. ALL BRIDGING SHALL BE SECURELY ANCHORED AT END OF EACH RUN.

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WELD TO STEEL BEAM OR ANCHOR TO MASONRY WALL WITH 3/8 "

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ANCHOR BOLTS.

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13. WHERE JOISTS CAN NOT BEAR 2 1/2 INCHES ON STEEL BEAMS,

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STAGGER LOCATION OF JOISTS TO PROVIDE 2 1/2 INCHES MINIMUM

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BEARING.

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14. ROOF JOISTS AND BRIDGING SHALL BE DESIGNED FOR A NET UPLIFT

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OF 15 PSF.

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%%UCODES:

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ALL PARTS SHALL BE FURNISHED AND ERECTED ACCORDING TO THE

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APPLICABLE CODES AND SPECIFICATIONS OF THE FOLLOWING:

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AMERICAN CONCRETE INSTITUTE (ACI)

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AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

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AMERICAN WELDING SOCIETY (AWS)

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OSHA STEEL ERECTION STANDARD (OSHA)

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STEEL JOIST INSTITUTE (SJI)

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INTERNATIONAL BUILDING CODE (IBC 2015) (ICC)

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%%UDESIGN LIVE LOADS:

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ROOF.......20 PSF.

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

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

AutoCAD SHX Text ULTIMATE DESIGN WIND SPEED (Vult).........115 MPH

AutoCAD SHX Text NOMINAL DESIGN WIND SPEED (Vasd)..........90 MPH

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

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

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COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES:

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

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ROOF: TRIBUTARY AREA A = 10 SF

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ZONE 1: -49.7PSF/31.3PSF

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ZONE 2: -86.5PSF/31.3PSF

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ZONE 3: -128.0PSF/31.3PSF

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WALL:TRIBUTARY AREA A = 10 SF

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ZONE 4: -58.9PSF/54.3PSF

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ZONE 5: -72.7PSF/54.3PSF

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CORNER ZONE = 3 FT

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

AutoCAD SHX Text SEISMIC IMPORTANCE FACTOR.................Ie=1.0

AutoCAD SHX Text MAPPED SPECTRAL ACCELERATION (SHORT-TERM).Ss=0.256

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

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

AutoCAD SHX Text SHORT-PERIOD SPECTRAL RESPONSE ACCEL......Sds=0.281g

AutoCAD SHX Text 1-SECOND SPECTRAL RESPONSE ACCEL..........Sd1=0.167g

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

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SEISMIC FORCE-RESISTING SYSTEM............ORDINARY

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REINFORCED MASONRY SHEAR WALLS

AutoCAD SHX Text DESIGN BASE SHEAR (ULTIMATE)..............5k

AutoCAD SHX Text SEISMIC RESPONSE COEFFICIENT..............Cs=0.094

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

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

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SNOW.......INTERNATIONAL BUILDING CODE

AutoCAD SHX Text GROUND SNOW LOAD..........................Pg=5 PSF

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%%USPECIAL INSPECTIONS

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

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PERFORMED BY A DESIGNATED TESTING EGENCY OR AGENCIES RESPONSIBLE

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FOR SPECIAL INSPECTIONS.

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STEP FTG. AS REQ'D

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STIRRUPS

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CONT. T.&B.

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REINFORCING

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REINFORCING

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CONT. T.&B.

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TYPICAL FOOTING STEP DETAIL

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MIN.

AutoCAD SHX Text 1'-0"

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NUMBER AS

AutoCAD SHX Text 2'-0"

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SAME SIZE AND

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CONT. REINF.

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16" MAXIMUM

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AutoCAD SHX Text

TYPICAL SLAB CONSTRUCTION JOINT DETAIL

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KEYED JOINT

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WOOD FORMED

AutoCAD SHX Text 1~8"

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4" OR 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text W.W.F.

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3 SPAN CONTINUOUS

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SIDE LAP

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DECK SUPPORT

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SIDE LAP ATTACHMENT W/

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6" MAX.,TYP. WELD SPACING @ CONT. STEEL SUPPORT

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#10 SCREWS @ 12"O.C.

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DECK SHALL BE MINUMUM

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ALL WELDS SHALL BE MINIMUM ~0"%%C PUDDLE WELDS.

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6" MAX., TYPICAL WELD

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SPACING @ END SUPPORTS

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%%UNOTE:

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12" MAX., TYP. WELD SPACING

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@ INTERIOR SUPPORTS

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2" LAP

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%%U TYPICAL ROOF OPENING DETAIL %%U

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%%UNOTE:

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PROVIDE FRAMING

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AROUND ALL ROOF

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OPENINGS LARGER

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10"%%C. SEE ARCH.

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ROOF OPENINGS.

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AND MECH. DWGS.

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FOR EXACT SIZE &

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LOCATION OF ALL

AutoCAD SHX Text THAN 10"x10" OR

AutoCAD SHX Text ~<3x3x~4 VERT.

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LEG DOWN 4-

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SIDES OF OPENING

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JOIST OR BEAM

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%%U TYPICAL ROOF DECK WELDING REQUIREMENTS %%U

AutoCAD SHX Text

NO SCALE

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AT 4" & 6" SLABS - (C.J.)

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SEE PLAN

AutoCAD SHX Text S0.1

SECTIONS AND DETAILS

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

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FOUNDATION PLAN

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

AutoCAD SHX Text

PLATFORM FRAMING PLAN

AutoCAD SHX Text W14x22

AutoCAD SHX Text W8x10

AutoCAD SHX Text W14x22

AutoCAD SHX Text W8x10

AutoCAD SHX Text

EXISTING BEAM BELOW

AutoCAD SHX Text

EXISTING BEAM BELOW

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EXISTING BEAM BELOW

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EXISTING BEAM BELOW

AutoCAD SHX Text ~w"x18"x18" ~P (HOT DIP GALV.)

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4" STD.PIPE STUB

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4" STD.PIPE STUB

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4" STD.PIPE STUB

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4" STD.PIPE STUB

AutoCAD SHX Text

NEW STEEL GRATING. SEE ARCH. DWGS. FOR ADD'L INFO

AutoCAD SHX Text W8x10

AutoCAD SHX Text A

AutoCAD SHX Text S1.1

AutoCAD SHX Text B

AutoCAD SHX Text S1.1

AutoCAD SHX Text B

AutoCAD SHX Text S1.1

AutoCAD SHX Text A

AutoCAD SHX Text S1.1

AutoCAD SHX Text

CONC. MAT FOUNDATION PER STAIR DESIGNER

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OSF OF EXISTING WALL

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STAIR TOWER BY OTHERS

AutoCAD SHX Text W8x10

AutoCAD SHX Text W14x22

AutoCAD SHX Text

SIM. TO

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SIM. TO

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~4" ~P COL. CAP

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4" STD. PIPE COL.

AutoCAD SHX Text ~8" ~P CONNECTION W/ (3)~w" BOLTS

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

TOP OF EXISTING BEAM

AutoCAD SHX Text W14x22

AutoCAD SHX Text

TOP OF EXISTING ROOFING MATERIAL

AutoCAD SHX Text W14x22

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text S1.1

AutoCAD SHX Text

PATCH & REPAIR EXISTING ROOFING AS REQ'D AFTER NEW COL. IS INSTALLED

AutoCAD SHX Text 1/4

AutoCAD SHX Text ~<2~8x2~8x~4 45° KNEE BRACEW/ ~4"x4"x4" CONNECTION ~P TO COL. & BOT. FLANGE OF BEAM & ~0" THRU BOLT EA. END

AutoCAD SHX Text PROVIDE NEW ~4" ~P STIFF. @ ~C NEW PIPE COL. - FIELD WELD EA. SIDE OF EXISTING BEAM WEB FULL WIDTH OF FLANGE

AutoCAD SHX Text STEEL GRATING OR ~w" ~P - SEE PLAN

AutoCAD SHX Text

NOTE: ALL STEEL MEMBERS & CONNECTIONS SHALL BE HOT DIP GALVANIZED

AutoCAD SHX Text

~4" ~P COL. CAP

AutoCAD SHX Text

24" 38" THICK STEEL PLATE, WELDED TO PIPE COLUMN

AutoCAD SHX Text

6" STD. PIPE COL.

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

TOP OF EXISTING BEAM

AutoCAD SHX Text

TOP OF EXISTING ROOFING MATERIAL

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text S1.1

AutoCAD SHX Text

PATCH & REPAIR EXISTING ROOFING AS REQ'D AFTER NEW COL. IS INSTALLED

AutoCAD SHX Text 1/4

AutoCAD SHX Text TWO EACH AT 90° ARRAY4x4x " 45 KNEE BRACE W/ 38" 45° KNEE BRACE W/38"x6"x6" CONNECTION ~P TO COL. & TOP. FLANGE OF BEAM & " 34" THRU BOLT EA. END

AutoCAD SHX Text PROVIDE NEW 3/8" ~P STIFF. @ ~C NEW PIPE COL. - FIELD WELD EA. SIDE OF EXISTING BEAM WEB FULL WIDTH OF FLANGE

AutoCAD SHX Text

NOTE: ALL STEEL MEMBERS & CONNECTIONS SHALL BE HOT DIP GALVANIZED

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text S1.1

AutoCAD SHX Text

~4" ~P COL. CAP

AutoCAD SHX Text

4" STD. PIPE COL.

AutoCAD SHX Text ~8" ~P CONNECTION W/ (3)~w" BOLTS

AutoCAD SHX Text

TOP OF EXISTING BEAM

AutoCAD SHX Text W14x22

AutoCAD SHX Text

TOP OF EXISTING ROOFING MATERIAL

AutoCAD SHX Text W14x22

AutoCAD SHX Text

PATCH & REPAIR EXISTING ROOFING AS REQ'D AFTER NEW COL. IS INSTALLED

AutoCAD SHX Text 1/4

AutoCAD SHX Text ~<2~8x2~8x~4 45° KNEE BRACEW/ ~4"x4"x4" CONNECTION ~P TO COL. & BOT. FLANGE OF BEAM & ~0" THRU BOLT EA. END

AutoCAD SHX Text PROVIDE NEW ~4" ~P STIFF. @ ~C NEW PIPE COL. - FIELD WELD EA. SIDE OF EXISTING BEAM WEB FULL WIDTH OF FLANGE

AutoCAD SHX Text STEEL GRATING OR ~w" ~P - SEE PLAN

AutoCAD SHX Text EXISTING W16x26

AutoCAD SHX Text

NOTE: ALL STEEL MEMBERS & CONNECTIONS SHALL BE HOT DIP GALVANIZED

AutoCAD SHX Text S1.1

FOUNDATION AND PLATFORM FRAMING PLAN

AutoCAD SHX Text S2.1

AutoCAD SHX Text

AutoCAD SHX Text S2.1

AutoCAD SHX Text

AutoCAD SHX Text S2.1

AutoCAD SHX Text

AutoCAD SHX Text S2.1

AutoCAD SHX Text

AutoCAD SHX Text S2.1

AutoCAD SHX Text

AutoCAD SHX Text S2.1

AutoCAD SHX Text W10x15

AutoCAD SHX Text HSS4x4x~4

AutoCAD SHX Text B

AutoCAD SHX Text S2.1

AutoCAD SHX Text

AutoCAD SHX Text S2.1

AutoCAD SHX Text

AutoCAD SHX Text S2.1

AutoCAD SHX Text A

AutoCAD SHX Text S2.1

AutoCAD SHX Text A

AutoCAD SHX Text S2.1

AutoCAD SHX Text C.J.

AutoCAD SHX Text C

AutoCAD SHX Text S2.1

AutoCAD SHX Text C

AutoCAD SHX Text S2.1

AutoCAD SHX Text D

AutoCAD SHX Text S2.1

AutoCAD SHX Text NOTE: STEP FOOTING AS REQUIRED EACH SIDE OF EXISTING SEWER LINE TO GO BELOW LINE. SEE TYPICAL FOOTING STEP DETAIL

AutoCAD SHX Text

EXISTING SEWER LINE TO REMAIN. FIELD VERIFY EXACT LOCATION

AutoCAD SHX Text C.J.

AutoCAD SHX Text S1.3

AutoCAD SHX Text

FOUNDATION AND PLATFORM FRAMING PLAN

AutoCAD SHX Text ROOF CONSTRUCTION RIGID INSULATION OVER 1~8" DEEP, INSULATION OVER 1~8" DEEP, INSULATION OVER 1~8" DEEP, 22 GAGE, WIDE RIB STEEL DECK W/ THE FOLLOWING MINIMUM SECTION PROPERTIES PER FOOT OF WIDTH: S=0.19 IN.~# I =O.16 IN.~$ I =0.18 IN.~$

AutoCAD SHX Text

AutoCAD SHX Text FLOOR CONSTRUCTION 4" CONCRETE SLAB W/ 6x6-W1.4x W1.4 W.W.F. OVER VAPOR BARRIER OVER 4" POROUS FILL. FINISH FLOOR ELEVATION = XXX'-X"

AutoCAD SHX Text

ROOF FRAMING PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

FOUNDATION PLAN

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

%%U VIEW A-A

AutoCAD SHX Text

6"MIN.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text S2.2

AutoCAD SHX Text

EXIST. WALL & FOUNDATION TO REMAIN

AutoCAD SHX Text

NEW FOOTING, SEE SECTIONS FOR REINF.

AutoCAD SHX Text

3-#4 EPOXY GROUTED INTO EXISTING FOOTING

AutoCAD SHX Text NOTE: FLUSH BOTTOM OF NEW FOOTING W/ BOTTOM OF EXIST. FOOTING. SEE TYPICAL FOOTING STEP DETAIL

AutoCAD SHX Text A

AutoCAD SHX Text

RAKE & CAULK JOINT EACH SIDE

AutoCAD SHX Text

FACE OF EXIST. WALL

AutoCAD SHX Text

SASH BLOCK

AutoCAD SHX Text

#5 CENTERED. FILL CELL W/ CONC.

AutoCAD SHX Text

2-~6" EXPANSIONBOLTS W/ COUNTERSINK HEAD @ 24"O.C., VERT.

AutoCAD SHX Text ~4"x6~8 CONT. ~P W/ ~6" BAR FULL HEIGHT OF WALL

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text S2.1

AutoCAD SHX Text

CONT. HORIZ. JOINT REINF. @ 16"O.C., VERT., TYPICALTYPICAL

AutoCAD SHX Text

CONT. U-BLOCK W/ #5 TOP & BOTTOM

AutoCAD SHX Text #5 @ EA. DOOR & WINDOW JAMB & @ 32"O.C., CENTERED. FILL CELLS W/ CONC. FULL HT.

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File details come from the government source that posted it. Updated Jul 16, 2020.